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HomeMy WebLinkAbout2020-02-19; Planning Commission; ; CUP 2018-0014/ SUP 2018-0009 / V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019-0034/ CDP 2019-0030 (PUB2018-0010) - FIRE STATION NO. 2 TEMPORARY LOCATION Item No. Application complete date: December 30, 2019 January 13, 2020 P.C. AGENDA OF: February 19, 2020 Project Planner: Scott Donnell Project Engineer: Kyrenne Chua SUBJECT: CUP 2018-0014/ SUP 2018-0009 / V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019-0034/ CDP 2019-0030 (PUB2018-0010) - FIRE STATION NO. 2 TEMPORARY LOCATION - Request for: 1) Adoption of a Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program; 2) Approval of a Conditional Use Permit (CUP), Special Use Permit (SUP) and Variance to replace Fire Station No. 2 with a new 10,782-square foot, two-story fire station at 1906 Arenal Road; and 3) Approval of a CUP and Coastal Development Permit (CDP) to install a temporary 1,600 square-foot tent to house the apparatus and ambulance and a 1,782 square-foot portable trailer to house the firefighters, all enclosed by a screened chain link fence at 1775 Dove Lane in the northern parking lot of the Dove Library. Both projects are within Local Facilities Management Zone 6. The Fire Station No. 2 Temporary Location project, operational during construction of the new permanent station, is within the Coastal Zone and is appealable to the California Coastal Commission per Section 30603(a)(2) of the Public Resources Code of the California Coastal Act, which states any development located within 100 feet of any wetlands is appealable to the Coastal Commission. The City Planner has determined that through the implementation of the proposed Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, the proposed project avoids the effects or mitigates the effects to a point where clearly no significant effect would occur, and there is no substantial evidence in light of the whole record before the city that the project may have a significant effect on the environment. I. RECOMMENDATION That the Planning Commission: 1) ADOPT Planning Commission Resolution No. 7359 ADOPTING a Mitigated Negative Declaration (MND) and Mitigation Monitoring and Reporting Program (MMRP); 2) ADOPT Planning Commission Resolution No. 7360 APPROVING CUP 2018-0014, SUP 2018-0009 and Variance 2018-0007 for Fire Station No. 2; and 3) ADOPT Planning Commission Resolution No. 7361 APPROVING CUP 2019-0034 and CDP 2019-0030 for Fire Station No. 2 Temporary Location based upon the findings and subject to the conditions contained therein. 1 CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 2 II. PROJECT DESCRIPTION AND BACKGROUND Overview: The city proposes to demolish and replace existing Fire Station No. 2 at the northeast corner of El Camino Real and Arenal Road. Prior to demolition, a temporary fire station is planned to begin operation at the Dove Library temporary site, less than one mile north, and remain in use until completion of the new station in 2022. Due to site constraints and facility needs, the permanent station requires modifications from standards. These modifications can be permitted through a CUP, variance, and SUP. The temporary facility does not require any modification from standards but does need a CUP and CDP, the latter due to its location in the Coastal Zone. While considered one proposal, the staff report describes and analyzes the permanent station and temporary facility individually as two separate projects. In addition, separate resolutions provide the findings and conditions for the different permits each project needs. Staff has prepared one environmental document and resolution for both facilities. Table A summarizes the two projects, lists needed permits for each, and identifies the exemptions, deviation, and variance required for the permanent station. TABLE A – PERMANENT AND TEMPORARY FIRE STATION NO. 2 DETAILS Component Description Location Required permits CUP CDP SUP Variance Fire Station No. 2 Permanent Location New fire station to replace existing fire station 1906 Arenal Road X – findings proposed to grant exemptions for building height, setbacks and parking X – findings proposed to grant a deviation for building, wall, and parking setbacks X – findings proposed to grant a variance for wall heights Fire Station No. 2 Temporary Location Temporary facility in use during permanent station construction 1775 Dove Lane (Dove Library) X X PERMANENT FIRE STATION NO. 2 Background: The existing single-story fire station was built in 1969 on the corner of Arenal Road and El Camino Real. Originally built to accommodate one full-time firefighter, the station now houses five firefighters and requires substantial upgrades to fulfill the needs and objectives of the City of Carlsbad Fire Department. The existing building does not meet current seismicity, building, or fire codes; the garage is too small to fit modern emergency response vehicles and equipment; and the building lacks accommodations for a mix of male and female firefighters. CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 3 In November 2016, city voters approved Measure O, which authorized expenditure of general fund money to rebuild the existing fire station. The new fire station would be built according to current building codes, increase operational efficiency, and would better accommodate assigned staff and emergency response vehicles and equipment. Project Site/Setting: The 0.42 acre corner site slopes from north to south and the station and improvements sit below nearby homes and much of El Camino Real. Site access for both fire station personnel and emergency vehicles is entirely from Arenal Road. The site is severely constrained by its size, irregular shape, limited depth, and two street frontages. Approximately 4,000 square feet, or 22 percent of the 18,295-square foot lot, consists of a mostly unusable 20-foot wide by 200-foot long stem along El Camino Real. Table B below provides the General Plan designations, zoning and current land uses of the project site and surroundings. TABLE B – LAND USE DESIGNATION AND ZONING OF SITE AND SURROUNDING SITES Location General Plan Designation Zoning Current Land Use Site Residential 0-4 du/ac (R-4) One-Family Residential (R-1) Fire Station No. 2 North R-4 R-1 Single-story homes South Visitor Commercial (VC) Planned Community (P-C) Omni La Costa Resort and Spa East R-4 R-1 Single-story homes West R-4 (across El Camino Real) R-1 Two-story homes Proposed Permanent Project: The new permanent station would meet current operational needs, goals, and policies. The new two- story, 10,782 square foot station would be 32 feet high to the top of roof and 37 feet to the top of screened mechanical equipment. Its old California/Hispanic architectural style, extending to perimeter walls along El Camino Real, would blend with the nearby La Costa Resort and Spa. All existing improvements would be demolished. The new station would accommodate five firefighters and one captain on duty per 24-hour shift, year- round. Most of the proposed first floor is dominated by the apparatus bay (emergency vehicle garage). The proposed second floor would consist primarily of living area, including dormitories, kitchen, dining area, bathrooms, and outdoor patio. Secured, gated parking for staff would be provided mostly along the site boundary common with the adjacent homes. Three public parking spaces would be located along Arenal Road, partially in the street right of way. Site access for both emergency vehicles and station personnel would be via two new exit-only driveways onto El Camino Real and a new driveway on Arenal Road. To accommodate the new emergency vehicle exit onto El Camino Real, an existing traffic signal and bus stop would be relocated. The bus stop would be relocated just south of the El Camino Real and Arenal Road intersection, on the same (east) side of El Camino Real. The traffic signal for the south-bound traffic on El Camino Real would be relocated approximately 75 feet to the north to allow space for fire apparatus to safely enter/exit the new station. CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 4 The new facility would be enclosed by block walls and gates. Due to grade changes, wall heights would vary from approximately five to nine feet; however, except where adjacent to Arenal Road, the wall would be no greater than six feet when viewed from outside the fire station, such as along El Camino Real and the three residences bordering the fire station to the east and north. The block wall would reduce the amount of noise from the fire station during operation and provide security and screening. Furthermore, a six-foot tall wrought iron gate is proposed along the south property boundary along Arenal Road. As the project largely maintains existing grades, only minor grading quantities of 76 cubic yards (cy) of cut, 311 cy of fill, and 235 cy of import are proposed. A grading permit will be required for this project. The new fire station would be equipped with solar panels, electric vehicle charging stations, and would be built to meet LEED Silver standards, or the equivalent. In addition, project design incorporates the use of new Title 24 (California Building Standards Code) compliant heating, ventilation, and air conditioning equipment and LED lighting fixtures to optimize electrical energy efficiency. Project construction would be approximately 12 to 18 months in duration, and demolition of the existing fire station building is targeted for Spring/Summer 2021. The new station should be operational by 2022. III. ANALYSIS The project is subject to the following regulations and requirements: A. R-4 General Plan Designation; B. R-1 One-Family Residential Zone (CMC Chapter 21.10); C. La Costa Master Plan (MP 149) D. Conditional Use Permit (CMC Chapter 21.42); E. Scenic Preservation Overlay Zone regulations (CMC Chapter 21.40 and the El Camino Real Corridor Development Standards); F. Parking Ordinance (Chapter 21.44); G. Variance (CMC Chapter 21.50); and H. Growth Management (CMC Chapter 21.90) and Local Facilities Management Plan Zone 6. The recommendation for approval of the project was developed by analyzing the project’s consistency with the applicable city regulations and policies. The project’s compliance with each of the above regulations is discussed in detail in the sections below. A. R-4 General Plan Designation The project complies with the low density residential General Plan designation (R-4) applied to the project site. The following Table C identifies General Plan goals and objectives relevant to the proposed project and how the project complies with them. TABLE C – GENERAL PLAN COMPLIANCE ELEMENT Goals & Policies PROPOSED USES AND IMPROVEMENTS Comply Land Use and Community Design - Growth Management Goal 2-G-21 Ensure that adequate public facilities and services are provided Unlike the existing fire station, the proposal would meet current seismicity, building, or fire codes; Yes CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 5 in a timely manner to preserve the quality of life of residents. would be adequate to accommodate modern emergency response vehicles and equipment; and would be able to accommodate male and female firefighters. Land Use and Community Design – Land Use Goal 2-G.3 Promote infill development that makes efficient use of limited land supply, while ensuring compatibility and integration with existing uses. Ensure that infill properties develop with uses and development intensities supporting a cohesive development pattern. By proposing an old California/Hispanic architectural style, the fire station maintains compliance with the design theme established by the El Camino Real Corridor Development Standards for Area 5 and blends in with the design of the adjacent Omni La Costa Resort and Spa. The site has served as a fire station since 1969. Yes Public Safety Goal 6-G.1 Minimize injury, loss of life, and damage to property resulting from fire, flood, hazardous material release, or seismic disasters. Policy 6-P.34 Enforce the Uniform Building and Fire codes, adopted by the city, to provide fire protection standards for all existing and proposed structures. The project would conform with drainage, flood control and seismic design standards, all required building and fire codes, and will maintain service to Fire District 2, which includes portions of the Aviara and La Costa neighborhoods. Yes Sustainability Goal 9-G-2 Undertake initiatives to enhance sustainability by reducing the community’s greenhouse gas (GHG) emissions and fostering green development patterns – including buildings, sites, and landscapes. Policy 9-P.1 Enforce the Climate Action Plan as the city’s strategy to reduce greenhouse gas emissions. To comply with the city’s Climate Action Plan (CAP) a Greenhouse Gas Analysis was conducted for the project. Project GHG emissions would be less than the screening threshold of 900 MTCO2e gases based on the project types and sizes listed on Table 5-2 of the CAP and based on a project- specific GHG emissions analysis. The project would Yes CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 6 replace a 50-year old like use, would comply with modern building codes, and would feature energy- saving features such as solar panels. As a result, the Project would not contribute considerably to climate change impacts, and the Project is consistent with the CAP. B. R-1 One Family Residential Zone (CMC Chapter 21.10) The proposed permanent fire station is conditionally permitted in and subject to the development standards of the R-1 Zone (CMC Chapter 21.10). Table D demonstrates how the project does and does not comply with the required standards. TABLE D – ONE-FAMILY RESIDENTIAL DEVELOPMENT STANDARDS Standard Provided Building height 24’ 32’* Building stories 2 2 Building Setbacks Front Yard (along Arenal Road): 20’ 3’4” to 14’* Side Yard (along El Camino Real): 10’ 0’ to 10’* Side Yard (along east property line): 10’ Minimum 20’ Rear Yard: 20’ Minimum 20’ *Notes: 1. Pursuant to CMC Section 21.10.050, buildings with a roof pitch of less than 3:12 may not exceed 24- feet and two stories if on a lot under 20,000 square feet. The proposal is a flat-roof building on a 18,295 square feet lot. Pursuant to CMC Section 21.46.020, parapet walls, equipment and architectural features may exceed height limits. 2. Building height and front and side yard setback standards may be modified through a CUP per CMC Section 21.42.140.A. See Section D for analysis and findings. As the table identifies, the project does not comply with building height, front, and street side yard setback requirements for the R-1 Zone. For example, a corner of the fire station’s second floor extends to the street side property line (right of way boundary) along El Camino Real, resulting in no setback (0 feet). This violates the 10-foot street side setback requirement. Other aspects of the project, such as wall height and location of parking spaces, also are non-compliant. Inconsistency with zoning and other standards is due to the lot constraints and need for a modern fire station that is adequately sized, secured, and served by reasonable circulation. In some cases, aspects of the project are inconsistent with both the El Camino Real Corridor Development Standards and the Zoning Ordinance (e.g., building setback along El Camino Real). CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 7 Issues with Zoning Ordinance compliance would be addressed and justified through a variance and a CUP: 1. The project proposes a variance from Zoning Ordinance standards (CMC Chapter 21.50) to justify wall heights that exceed height limitations as found in CMC Section 21.46.130. 2. Through the project’s CUP (CMC Chapter 21.42), required for a fire station in the R-1 Zone, findings are proposed to allow the fire station to exceed the R-1 Zone’s building height maximum and encroach into required front and side yard setbacks and to allow some project parking, required to be off-street, to locate mostly in the Arenal Road right of way. Exemptions for building height, setbacks, and parking can be made through CUP findings and conditions pursuant to CMC Section 21.42.140 A.; however, deviations from wall height standards are not permitted through a CUP and must be processed through a variance as noted above. Compliance with El Camino Real Corridor standards is discussed separately in Section E. C. La Costa Master Plan (MP 149) The project is also within and consistent with the La Costa Master Plan (MP-149). The Master Plan identifies the project site as a fire station and defers to the Zoning Ordinance for applicable standards. D. Conditional Use Permit (CMC Chapter 21.42) To approve or amend a CUP, the Planning Commission must make the four specific findings listed in CMC Section 21.42.030. As discussed below, each of these findings can be made. 1. That the requested use is necessary or desirable for the development of the community and is in harmony with the various elements and objectives of the General Plan, including, if applicable, the certified local coastal program, specific plan, or master plan. The development of the fire station in the location proposed is supported by the community and the City Council given the passage of Proposition O and inclusion of the station in the city’s capital improvement project budget. The proposal also complies with Goal 2-G.21 of the Land Use and Community Design - Growth Management Element to ensure that adequate public facilities and services are provided in a timely manner to preserve the quality of life of residents. 2. That the requested use is not detrimental to existing uses or to uses specifically permitted in the zone in which the proposed use is to be located. The project’s design fits well with and complements its surroundings by incorporating elements of old California/Hispanic architectural style, the proposed fire station maintains compliance with the design theme established by the Corridor Development Standards Area 5 and blends in with the design of the adjacent Omni La Costa Resort and Spa. The new station would have old California/Hispanic architectural style details including white plaster walls, traditional terracotta tile walls, heavy wood timber trellises and wood siding accents, grid framed punched windows and native drought tolerant landscape palette. Further, the requested use would replace an existing 50 year-old fire station and incorporates design elements, such as perimeter walls, which help it fit with nearby residences. CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 8 3. That the site for the proposed conditional use is adequate in size and shape to accommodate the yards, setbacks, walls, fences, parking, loading facilities, buffer areas, landscaping and other development features prescribed in this code and required by the City Planner, Planning Commission or City Council, in order to integrate the use with other uses in the neighborhood. CMC Section 21.42.140.A permits, through the CUP process and resulting findings and conditions, exemptions to be made to development standards with respect to front and side yard setbacks, off-street parking and building height. Due to the project site’s irregular lot shape, small size, limited depth and the need for a larger fire station, the station is proposed within setbacks and is higher than the maximum permitted height. Furthermore, three parking spaces are also proposed partially in the Arenal Road right of way. As parking is required to be on-site, an exemption through CUP findings to permit off-site parking is proposed. Excluding allowed protrusions such as parapets, skylights, and rooftop equipment, the proposed height of the flat-roofed building is 32 feet, whereas the R-1 zoning only allows a 24- foot height with a roof pitch of less than 3:12. A height above 24 feet is required to adequately house staff and fire apparatus on the small site. The height of the fire apparatus dictates the minimum width and height of the first-floor apparatus bays; this dictates a minimum first floor height of approximately 15’-5”. The height of the residential space on the second floor has been designed to a code compliant minimum height. A flat roof design would be utilized to maximize useable interior space and minimize overall building height. While 32 feet is the maximum height to the top of the roof, protrusions proposed above the maximum roof height extend to approximately 33 feet to the top of parapet and 37 feet to the top of rooftop mechanical equipment. 4. That the street system serving the proposed use is adequate to properly handle all traffic generated by the proposed use. Once the new fire station becomes operational; the service area is expected to remain the same as in the existing condition and it can reasonably be assumed that the frequency of emergency response requests would be like the existing conditions. Similarly, the signalized intersection will continue to use emergency vehicle pre-emption to allow access to and from the new fire station. Once operational, the roadway network would experience similar operating conditions as it currently does. E. Scenic Preservation Overlay Zone regulations (CMC Chapter 21.40 and the El Camino Real Corridor Development Standards) Proposed development projects along El Camino Real and within 500 feet of the roadway are subject to the Scenic Preservation Overlay Zone, the El Camino Real Corridor Development Standards, and require a SUP. The intent of the corridor standards is to maintain and enhance the appearance of the El Camino Real roadway through specific setback, grading, and building height and other requirements. In addition, the standards intend to emphasize and retain the natural topography adjacent to El Camino Real. Minimal cut or fill will be allowed for development so that it does not detract from the existing identified characteristics. Grading will not be allowed to create more “visible” development along the roadway. CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 9 The proposal is in Area 5 of the El Camino Real Corridor, the southernmost section that extends from near Cassia Road to Olivenhain Road. The corridor description notes the areas variety of uses, presence of Batiquitos Lagoon and a common “Old California/Hispanic” architectural theme. Except for building, wall, and parking setbacks, the project is consistent with the development standards and intent of those standards concerning aesthetics as the table below demonstrates. TABLE E – EL CAMINO REAL CORRIDOR STANDARDS COMPLIANCE FOR AREA 5 STANDARD REQUIRED/ALLOWED PROVIDED Design Theme Old California/Hispanic architecture The new fire station proposes old California/Hispanic architectural style details including: • simple white plaster walls, including the perimeter/retaining wall along El Camino Real • traditional terracotta tile walls that form the base and entries to the fire station • entry tower • heavy wood timber trellises and wood siding accents • grid framed punched windows • native drought tolerant landscape palette The architecture would also blend in with the design of the adjacent Omni La Costa Resort and Spa. Sidewalks As determined by staff Except at the El Camino Real/Arenal Road intersection, no sidewalks exist along the fire station property; pedestrian intersection improvements would be reconstructed per current standards, but no additional sidewalks are proposed. Further, no sidewalks exist to the north or east of the property. Proposed intersection improvements would connect via crosswalks to the existing sidewalk (and proposed relocated bus stop) to the south adjacent to the Omni La Costa Resort and to sidewalks on the opposite side of El Camino Real. Signs Free standing monument, not to exceed 7’ above street grade and 12’ in length. Wood and stucco material only. Wall signs are also permitted. Wood material only. No monument sign is proposed on project plans but wall signs are. Upon submittal of a sign permit, compliance with corridor standards will be determined. CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 10 Max. Building Height 35' from pad grade The maximum height to the top of roof is 32’. Protrusions allowed above maximum height extend to approximately 33’ to top of parapet and 37’ to the top of rooftop mechanical equipment. Max. Grading Change No cut or fill exceeding 15' from original grade. Generally, proposed finished pad and grade elevations are within approximately 1’ of existing finished elevations. The proposed addition of fill at the north end of the project, to enable vehicle exiting onto El Camino Real, would raise existing grades approximately 2’ to 3’. A perimeter wall height of at least 5.5’ along the property line common with adjacent homes would be maintained. Min. Setback 30’ setback from the right of way for structures and 25’ setback for six-foot walls or parking areas. • The project proposes a 5’ to 9’ high perimeter wall and vehicle gate (measuring 6’ high as viewed from El Camino Real), on the property line/right of way boundary along El Camino Real (no setback). • All or portions of three parking spaces are located within the required 25’ setback along El Camino Real. • Along its first floor, the fire station building is setback 10’ from the El Camino Real property line except at the corner of El Camino Real and Arenal Road, where the setback decreases to approximately 5’. In addition, a small corner of the second floor of the building encroaches up to the El Camino Real right of way (no setback). Roof Equipment No roof equipment can be visible from adjacent streets. Proposed roof equipment is concealed behind the proposed architectural parapet and strategically positioned so it cannot be seen from the ground. When practical application of the El Camino Real Corridor Standards is not feasible and not in the best interest of good planning practices, deviations to the standards may be approved by the Planning Commission if specific findings are made. As discussed below, these findings require a determination of infeasibility, maintenance of scenic qualities, consistency with the Scenic Preservation Overlay Zone intent, and no adverse impact on traffic safety. 1. That compliance with a particular standard (i.e., building, wall, and parking setbacks) is infeasible for a particular project. CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 11 Compliance with required setbacks along El Camino Real is not possible due to the irregular shape, small size, and limited depth of the existing fire station lot. The lot is hampered by two street frontages and irregular depth and width of lot. Further, a portion of the lot consists of an approximately 20-foot wide by 200-foot long “stem” along El Camino Real that connects the site to Estrella De Mar Road. Most of this stem is unusable and combined with the irregular lot dimensions and setback requirements, reduces the site’s usable area and ability to accommodate a modern fire station, adequately house staff and fire apparatus, ancillary equipment, on-site parking, and provide necessary circulation and security. 2. That the scenic qualities of the corridor will continue to be maintained if the standard is not fulfilled. The design of the new fire station blends elements of Old California/Hispanic architectural themes within the El Camino Real corridor into a fully functioning, technology enhanced, ‘state of the art’ fire station. Old California/Hispanic architecture is captured by using simple white plaster walls contrasted against the traditional terracotta tile walls that form the base and entries to the fire station. An entry tower would provide identity to the corner and identify the prominence of this new civic building. Heavy wood timber trellises and wood siding accents complement the other traditional materials. Grid framed punched windows and native drought tolerant landscape plantings are prominently visible on the public corner of El Camino Real and Arenal Road. The flat roofs and parapet walls allow for incorporating, while also screening from view, new technology, such as the proposed photovoltaic panels. Additionally, by proposing an old California/Hispanic architectural style, the fire station maintains compliance with the design theme established by the El Camino Real Corridor Development Standards for Area 5 and blends in with the design of the adjacent Omni La Costa Resort and Spa. Further, the project’s building height and minimal cut and fill grading meet the development standards and landscaping along the project perimeter and soften the building and perimeter wall that encroach into the setback. The project maintains existing grade differences and the general locations and heights of existing walls. For example, due to grade differences between El Camino Real and the fire station building, the height of the “interior” side of the proposed wall would vary from five to nine feet as the property grade gradually drops in elevation from north to south. Similar to the existing fire station wall along El Camino Real, this interior side of the perimeter wall will not be in the public view. Instead, a maximum six-foot high wall and gate would be visible from El Camino Real. The wall would be made of block with a white stucco finish to match the adjacent Old California style walls located at the Omni La Costa Resort and Spa. 3. That the project will not have an adverse impact on traffic safety. The design guidelines of the El Camino Real Corridor Development Standards indicate that “intersections and access points shall be minimized along the corridor. Such roadways should be designed in conformance with the city’s Engineering Department Design Standards.” The new driveways onto El Camino Real represent two additional access points for a single use. They are necessary to facilitate more efficient and safe ingress and egress of emergency vehicles and personnel vehicles and to aid response times. Further, use of the El Camino Real driveway for emergency vehicles/emergency response would be periodic and brief; use of the other driveway is anticipated to CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 12 be sporadic and limited to fire station personnel. Therefore, neither are anticipated to degrade intersection performance. The city engineer and the city’s Traffic Division have reviewed the additional driveways, as well as the bus stop and signal relocations proposed to accommodate the emergency vehicle exit onto El Camino Real, and have concluded the proposal is compliant with requirements. Therefore, no adverse impact on traffic safety is anticipated. 4. That the project is designed so as to meet the intent of the scenic preservation overlay zone. Finally, since the project maintains the scenic quality objectives of the corridor standards, it also is consistent with the intent of the Scenic Preservation Overlay Zone (Zoning Ordinance Chapter 21.40). The Overlay Zone supplements the underlying zoning by providing additional regulations and guidelines (which the El Camino Real Corridor Development Standards provide) to guide development in designated areas, such as scenic corridors, and implement General Plan goals and objectives. Consistent with the General Plan, the project fulfills Land Use and Community Design Element goals, including Land Use Goal 2-G.3 (“Promote infill development that makes efficient use of limited land supply, while ensuring compatibility and integration with existing uses. Ensure that infill properties develop with uses and development intensities supporting a cohesive development pattern”) and Growth Management Goal 2-G.21 (“Ensure that adequate public facilities and services are provided in a timely manner to preserve the quality of life of residents”). F. Parking Ordinance (CMC Chapter 21.44) Zoning Ordinance parking provisions do not contain standards that specifically apply to fire stations. In such cases, CMC Section 21.44.030 permits the City Planner to determine parking requirements based on requirements for the most comparable use in the Zoning Ordinance, a parking study, or other satisfactory evidence. In consultation with the Fire Department, the number of proposed spaces for the fire station are based on staff and visitor/vendor parking needs and account for parking demand created during daily shift changes. Nine staff parking spaces are proposed in the back and side yards of the station and three public parking spaces are proposed partially in the front yard setback and Arenal Road right of way. The shift crew size would be six personnel. As the shift change occurs in the morning there would be a need for 12 parking spaces. The three public parking spaces located mostly in the front yard setback would be utilized by the fire personnel during shift changes in the morning. After the shift change has been completed the three vehicles parked in the public parking spaces would be relocated to the back of the lot. The public spaces would be utilized by vendors, visitors or the general public. Street parking exists on both sides of Arenal Road should additional parking be necessary. Given the project site’s R-1 zoning, its location as an entry to a residential area, and shared property boundary with three single-family homes, staff has compared the proposed fire station with residential zone parking standards. These standards specify required parking must be on the same lot or building site as the buildings they are required to serve. All but three of the proposal’s 12 parking spaces are located on station property. Those three spaces are proposed in front of the station and partially in the CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 13 Arenal Road right of way. As these spaces are not entirely on the fire station property, an exemption to permit off-site spaces is proposed through the project’s CUP. For more information, please refer to the discussion on the CUP and its findings. Further, CMC Sections 21.44.050 Table B (Parking Spaces and Areas - Development and maintenance of public or private parking areas with a capacity for five or more vehicles) and 21.44.060 Table C (Location of Required Parking Spaces in Residential Zones - parking required for all dwelling types) require a six-foot high barrier where parking abuts property in a residential zone. Seven of the station’s nine proposed spaces are along the station’s side and rear property lines that are common with the three nearby homes. As a result, the project provides a solid masonry wall that is approximately 7 to 8.5 feet in height from the fire station side of the wall and 5.5-feet to no more than 6-feet in height from the yards of the three homes along all but one of the seven spaces. The exception is the single parking space proposed in the stem portion of the fire station lot, located north of the proposed building. Here, an approximate 20-foot length of six-foot high wrought iron fence is conditioned to be replaced by a masonry wall. Further discussion about wall heights is contained in item G., Variance. G. Variance (CMC Chapter 21.50) CMC Section 21.46.130 allows up to a 42-inch wall within the front yard setback and up to six feet in the street side and rear yard setbacks. To exceed these maximums, findings to establish the grounds for a variance must be made. The findings require the existence of special circumstances (e.g., a property’s size and shape), specify that a variance not grant a special privilege or use not otherwise permitted by a property’s zoning, and require project compliance with applicable land use documents, such as the General Plan. A description of project walls that would exceed allowable maximum heights and the reasons for their additional height are provided below. 1. A six-foot high wall, as measured from the outside of the wall facing El Camino Real and the outside of the wall facing the neighboring homes, is desired for both the fire station and nearby residents to provide security and privacy and to reduce noise. A six-foot-high wall provides the fire station with a visual and access barrier and security for valuable apparatus, fire and medical equipment, Drug Enforcement Agency controlled medicines, and protected employee and patient information. 2. A six-foot-high masonry wall (or other solid material approved by the decision-making authority) is required by CMC Section 21.44.060 Table C when parking is located within the rear and side yards of residential zones, as the project proposes. Due to lot limitations and fire station needs, there are no other locations for secure, on-site parking for station personnel. 3. Existing neighboring residential walls either do not meet the six-foot height, the “solid material” requirement (two of the walls are vinyl or wood fence) or are set back from the property line. If the fire station were not to build a wall, the gap resulting from the setback could represent a security risk for the station. 4. Wall heights above six feet result from adjacent residential property and El Camino Real grades, which are in some cases approximately three or more feet higher in elevation than the fire station CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 14 property. Due to the grade difference, a six-foot-high wall from the residential properties or El Camino Real causes a six- to nine-foot “exposed” wall height facing the fire station. This height difference is like current site conditions. 5. To provide security along Arenal Road, the project proposes a six-foot-high wall and gate within the front yard. Further, where this wall intersects the side property line to the east of the proposed building, a portion of a seven and a half-foot-high trash enclosure is also proposed within the front yard setback; alternative trash enclosure locations are limited due to the configuration of the lot. 6. Due to small lot size, irregular lot shape, parking, circulation, and operational requirements, reducing the exposed wall height or space to screen from the fire station and Arenal Road, whether through means such as landscaping, berming, or “splitting” the wall into two shorter walls separated by a planting strip, is severely limited. Findings and justifications to grant the proposed variance are as follows: 1. That because of special circumstances applicable to the subject property, including size, shape, topography, location or surroundings, the strict application of the zoning ordinance deprives such property of privileges enjoyed by other property in the vicinity and under identical zoning classification. Special circumstances of the subject property include its irregular shape, small size, limited depth, two street frontages, and grade. To accommodate the space needed for a modern fire station and to adequately and securely house staff and fire apparatus, the building and related features, including walls, encroach into setbacks or exceed maximum permitted heights. The strict application of the Zoning Ordinance, in particular its requirement that wall heights not exceed three and a half feet in the front setback and six feet elsewhere, combined with the property’s special circumstances, deprive the property of privileges enjoyed by other properties in the vicinity, namely that of reasonable security and screening provided by a six-foot-high wall. 2. That the variance shall not constitute a grant of special privileges inconsistent with the limitations upon other properties in the vicinity and zone in which the subject property is located and is subject to any conditions necessary to assure compliance with this finding. Proposed wall heights exceeding those otherwise permitted do not represent a grant of special privilege. Instead, they are reasonable response to the need to provide screening and security for station equipment, medicines, sensitive information, and personnel vehicles considering property constraints, such as lot configuration and grades, and property surroundings, including frontage along El Camino Real and Arenal Road and adjacency with three single-family homes. Further, the portions of proposed wall heights exceeding six feet would not be readily visible to the public due to the presence of the fire station building and intervening walls, fencing and landscaping. 3. That the variance does not authorize a use or activity which is not otherwise expressly authorized by the zone regulation governing the subject property. CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 15 A fire station is a conditionally permitted use within the One-Family Residential (R-1) Zone and walls are ancillary to the use. A variance to allow wall heights above those permitted in the front setback and elsewhere does not permit an unauthorized use or activity. 4. That the variance is consistent with the general purpose and intent of the General Plan and any applicable specific or master plans. Additionally, the granting of a variance to allow walls exceeding permitted height maximums is consistent with the general purpose and intent of the General Plan for the R-4 residential land use designation to ensure neighborhood compatibility, adequate public facilities and public safety. Furthermore, the use is consistent with the La Costa Master Plan, which identifies the project site as a fire station and defers to the Zoning Ordinance for applicable development standards. H. Growth Management (CMC Chapter 21.90) and Local Facilities Management Plan Zone 6. The proposed fire station is within Local Facilities Management Zone 6 in the city’s southeast quadrant of the city. The impacts on public facilities created by the proposed project, and its compliance with the adopted performance standards, are summarized in Table F below. TABLE F – GROWTH MANAGEMENT COMPLIANCE (PERMANENT LOCATION) STANDARD IMPACTS COMPLIANCE City Administration N/A Yes Library N/A Yes Waste Water Treatment No net increase as there will not be additional staff at the fire station Yes Parks The project does not generate new GMP park need. Yes Drainage No net increase as the site is already hardscaped with the existing parking and structure Yes Circulation 43 ADT (No net increase as there will not be additional staff at the fire station) Yes Fire Station 2 Yes Open Space Standard is already met for Local Facilities Management Plan Zone 6 Yes Schools N/A Yes Sewer Collection System No net increase as there will not be additional staff at the fire station Yes Water 11,112 gallons per year for irrigation and 131,400 gallons per year for indoor use. Recycled water will be used for landscape irrigation. Yes CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 16 FIRE STATION NO. 2 TEMPORARY LOCATION Project Site/Setting: The 6.1 acre project site is located at 1775 Dove Lane as shown on the attached location map. The site is developed with a library and surrounded on three sides with a parking lot. The fourth side is bounded to the west by single-family homes situated approximately 50 feet above the parking lot. While the library site is generally flat, the perimeter topography along Dove Lane steadily increases in height to the west such that Dove Lane is a few to several feet above the parking lot on which the temporary facility is proposed. The vegetation on the site is ornamental and includes various trees, shrubs and ground cover. North of the library, across Dove Lane, is residential development and a hardline preserve area of the city’s Habitat Management Plan. Table G below provides the General Plan designations, zoning and current land uses of the Fire Station No. 2 temporary location and its surroundings. TABLE G – LAND USE DESIGNATION AND ZONING OF SITE AND SURROUNDING SITES Location General Plan Designation Zoning Current Land Use Site Local Shopping Center (L) Local Shopping Center (C-L) Library North (across Dove Lane) Open Space (OS) and Residential 8-15 du/ac (R-15) Open Space (OS) and Residential Density- Multiple (RD-M-Q) Open space (habitat preserve) and condominiums South L C-L Shopping center East L C-L Shopping center West Residential 0-4 du/ac (R-4) One-Family Residential, Qualified Development Overlay Zone (R-1-Q) Two-story homes Background: During construction of the permanent fire station (approximately 12-18 months from spring/summer 2021 through 2022), existing fire services would need to be relocated within the service area covered by Fire Station No. 2 (also known as District 2) in compliance with the City of Carlsbad Growth Management Plan, which requires no more than 1,500 dwelling units to be outside of a 5-minute response time. Initially, properties near the existing fire station, including a portion of the La Costa Resort, were considered as potential new facility locations. However, as nearby sites were eventually determined infeasible, city staff determined use of a portion of the Dove Library’s parking lot would allow the Fire Department to establish a temporary station during the reconstruction work and enable continued service to District 2. The design for the temporary station was developed with and approved by library staff. The temporary station requires a CUP and CDP. Proposed Temporary Project: The Dove Library temporary site would replace most of the parking lot located between the library and Dove Lane. To accommodate the facility, an area approximately 75-feet wide by 250-feet long would be removed from public use and surrounded by a fenced and gated enclosure, resulting in the temporary loss of approximately 59 of the parking lot’s 68 spaces. A large enclosure is proposed and needed to provide security and accommodate a temporary 1,600 square-foot tent (“apparatus bay”) for the emergency response vehicles, a 1,782 square-foot portable trailer to serve as temporary living quarters, CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 17 trash enclosure and emergency generator, parking for station employees, and maneuvering room for emergency vehicles. The barn-like apparatus bay, a polyurethane membrane stretched over a steel structure, is completely enclosed and features metal rollup doors. The portable trailer has a pitched roof. Maximum heights of the apparatus bay and portable trailer are approximately 21’3” and 13’1”, respectively. Both structures would be positioned at the west end of the parking lot, reducing their visibility from Dove Lane, the library, and most of the nearby shopping center. In fact, as proposed the portable trailer is tucked against a tall retaining wall and steep slope, which helps to reduce its visibility. Both the trailer and apparatus bay would use earth tone colors. Consistent with the earth tone color scheme, tan-colored privacy slats are proposed for all station fencing, including the six-foot high chain link fences and gates enclosing the entire site and the trash receptacle and emergency generator within the site. These slats help screen the temporary station from its surroundings. The length of the site-enclosing perimeter fence runs parallel with Dove Lane and would be installed in the planter between the street and parking lot. Temporary fire truck and ambulance access in and out of the parking lot on the north side of the Dove Library would be accommodated by constructing a new two-way temporary driveway to Dove Lane, northwest (uphill) of the current library entrance. This separate driveway would serve fire truck and ambulance access and help minimize traffic impacts to library access, parking, and pedestrian pathways. It would also be secured by a manual vehicular gate. To construct the temporary driveway, a portion of the existing sidewalk and landscaping along the street would be removed and graded to minimize the elevation change between the parking lot and the street. An asphalt patch would serve in place of the sidewalk, so pedestrian use of the sidewalk would continue. The driveway and maneuvering area within the temporary station fenced enclosure are adequate to enable returning emergency vehicles to enter the site in a forward direction from Dove Lane. The enclosed area also provides 13 usable parking spaces, three proposed for public use related to the temporary station. As noted, approximately 59 of the 68 spaces on the library’s north side would be temporarily removed from public use to accommodate the temporary fire station. Limited replacement parking, including accessible parking, would be made available elsewhere in the library parking lot, including south of the library, where employees currently park. The city’s Library & Cultural Arts Director has reviewed the intended rearrangement and reduction of library parking and does not anticipate it will adversely impact patrons’ use of the library during regular operations or special events. In addition, staff would work with the city’s Transportation Department to relax portions of the “no parking” restrictions on Dove Lane, primarily in anticipation of library special events. The current restrictions, which help maintain transitions to and from the bike lanes along Dove Lane to the east of the library as well as lines of sight, can be adjusted to increase parking while still ensuring safety. The Dove Library temporary site would take approximately three weeks to set up. Electrical service to the portable trailer would be provided by a temporary power pole served by the transformer for the library, and sewer and potable water service would be provided via connection to Dove Lane infrastructure. CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 18 Upon completion and occupancy of the new permanent fire station, all temporary improvements would be removed, and the library parking lot and surroundings would be restored to their pre-existing condition. Use of the Dove Library temporary site is expected between spring 2021 and summer/fall 2022. Construction is currently expected to be complete by summer/fall 2022. III. ANALYSIS The project is subject to the following regulations and requirements: A. Local Shopping Center (L) General Plan Designation; B. Local Shopping Center (C-L) Zone (CMC Chapter 21.31); C. Coastal Development Regulations for the Mello II Segment of the LCP and the Coastal Resource Protection Overlay Zone (Chapters 21.201 and 21.203 of the Zoning Ordinance); D. Conditional Use Permit (CMC Chapter 21.42); and E. Growth Management (CMC Chapter 21.90) and Local Facilities Management Plan Zone 6. The recommendation for approval of the project was developed by analyzing the project’s consistency with the applicable city regulations and policies. The project’s compliance with each of the above regulations is discussed in detail in the sections below. A. Local Shopping Center (L) General Plan Designation The General Plan Land Use designation for the Fire Station No. 2 Temporary Location property is Local Shopping Center (L). Table H below identifies General Plan goals and policies applicable to the proposed project and describes how the project complies with those goals and policies. TABLE H – GENERAL PLAN COMPLIANCE ELEMENT Goals & Policies PROPOSED USES AND IMPROVEMENTS Comply Land Use and Community Design - Growth Management Goal 2-G-21 Ensure that adequate public facilities and services are provided in a timely manner to preserve the quality of life of residents. While the existing fire station is being demolished and reconstructed the temporary fire station will be located less than a mile north to Dove Library. This enables maintenance of service and response times to Fire District 2 and consistency with Growth Management requirements. Yes Policy 2-P.41 Ensure that the review of future projects places a high priority on the compatibility of adjacent land uses along the interface of different residential density and non- residential intensity categories. Special attention should be given to The temporary station is located away from primary library and shopping center entrances, parking areas and view corridors and is separated from adjacent residences by a landscaped, 50-foot tall slope; while Yes CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 19 buffering and transitional methods, especially, when reviewing properties where different residential densities or land uses are involved. temporary improvements will be visible, they use earth-tone colors and are partially screened by perimeter fencing with tan- colored privacy slats; further, the station’s location and proposed access do not interfere with library or shopping center circulation; a condition and mitigation measure require delay of emergency vehicle engine checks until 9 a.m. and delay of siren activation, unless public safety dictates otherwise, until entering El Camino Real. B. Local Shopping Center (C-L) Zone (CMC Chapter 21.31) The Dove Library temporary site has a zoning designation of C-L. In the C-L zone, fire stations are a conditionally permitted use. As Table I below demonstrates, the project complies with the applicable regulations and development standards of the C-L zone. TABLE I – LOCAL SHOPPING CENTER ZONE DEVELOPMENT STANDARDS* Standard Provided Building Height 35’* 21’3” (at apparatus room) Building Setbacks Shopping center periphery, adjacent to a non-arterial road: 10’ 10’ (Dove Lane is a non-arterial road) Shopping center periphery, not on a street frontage: 10’ 25’ (approx.) Lighting Exterior lighting required for all parking and pedestrian areas. Light sources shall be designed to avoid direct or indirect glare to any offsite properties or public rights of way Existing parking lot lighting will remain in place. Additional site and building lighting is proposed for safety and convenience. All lighting is conditioned to be designed to reflect downward and avoid any impacts on adjacent homes or property. Roof appurtenances All rooftop equipment, including air conditioners, shall be architecturally integrated and shielded from view and sound buffered from adjacent homes and streets No rooftop mechanical equipment is proposed. CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 20 Trash enclosures Trash enclosures shall be enclosed by a six-foot-high masonry wall with gates. The entire temporary fire station site would be enclosed by a 6- foot foot high chain-link fence and gate with privacy slats. Within that boundary, an additional chain-link fence and a gate, both with privacy slats, would enclose the trash and recycling receptacles as well as an emergency generator. Though not a masonry wall, the proposed use is temporary and the combination of fencing, on and off-site topography, and enclosure location help screen the receptacles from public view. Walls A solid masonry wall is required along common lot line of adjacent residentially zoned property. While not a masonry wall, equivalent or better screening is primarily provided by a tall slope separating the shopping center from adjacent residentially-zoned property; nearby homes are approximately 50-feet above and 90-feet west of proposed improvements. Conduct uses in buildings All uses shall be conducted wholly within a building, unless customarily conducted in the open or as otherwise approved. The temporary trailer and apparatus room will house all staff and equipment. *Notes: 1. Not all development standards are listed as not all are applicable to the proposed temporary station. 2. CMC Section 21.31.080 permits additional building height and protrusions above 35’, subject to additional requirements. C. Coastal Development Regulations for the Mello II Segment of the LCP and the Coastal Resource Protection Overlay Zone (Chapters 21.201 and 21.203 of the Zoning Ordinance) The Dove Library temporary site is located within the Coastal Zone as defined by the California Coastal Commission, therefore the temporary site would require a CDP and compliance with the City of Carlsbad Local Coastal Program (2019). The CDP is appealable to the California Coastal Commission per Section 30603(a)(2) of the Public Resources Code of the California Coastal Act, which states any development located within 100 feet of any wetlands is appealable to the Coastal Commission (wetlands are potentially located opposite the temporary site in the habitat area to the north across Dove Lane). The site is also located within and subject to the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203 of the Zoning Ordinance). CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 21 Since the Dove Library temporary site is already developed and proposed temporary facilities would not interfere with LCP policies regarding protection of natural resources, among others, findings to grant the permit and demonstrate program compliance can be made. The Project would not conflict with any other local policies or ordinances protecting biological resources. The project’s compliance with each of these programs and ordinances is discussed below: 1. Mello II Local Coastal Program (LCP) Segment Project improvements, which are temporary and located approximately 2.5 miles from the coastline, will not obstruct views of the coastline as seen from public lands or the public right-of-way, nor damage the visual beauty of the coastal zone. Furthermore, the project is in conformity with public access and recreation policies of the Mello II segment of the LCP in that the proposed project will not impact public access opportunities, recreational resources or obstruct views of the coastline as seen from public lands or the public rights-of-way; therefore, the visual beauty of the coastal zone will not diminish, nor will there be any impacts to coastal resources or public access. No agricultural uses currently exist on the site and the project is not located in an area of known geologic instability. Therefore, the project is consistent with the LCP. 2. Coastal Resource Protection Overlay Zone The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the City’s Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional Runoff Management Program (JRMP) to avoid increased urban run-off, pollutants and soil erosion. The subject property is already developed with a library and parking lot. The site does not include steep slopes (equal to or greater than 25% gradient) nor native vegetation. In addition, the site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods or liquefaction. D. Conditional Use Permit (CMC Chapter 21.42) As noted, fire stations are a conditionally permitted use in the C-L Zone according to CMC Section 21.31.030 Table A (public/quasi-public buildings and facilities and accessory utility buildings/facilities). To approve or amend a CUP, the Planning Commission must make the four specific findings listed in CMC Section 21.42.030. As discussed below, each of these findings can be made. 1. That the requested use is necessary or desirable for the development of the community, and is in harmony with the various elements and objectives of the General Plan, including, if applicable, the certified local coastal program, specific plan, or master plan in that development of the temporary fire station proposed complies with Goal 2-G.21 of the Land Use and Community Design Element to ensure that adequate public facilities and services are provided in a timely manner to preserve the quality of life of residents and with Policy 2-P.41 of the element to ensure compatibility among different land uses. 2. That the requested use is not detrimental to existing uses or to uses specifically permitted in the zone in which the proposed use is to be located in that the temporary fire station, located within the northern parking lot of the library, is positioned away from primary view corridors, vehicle entries and pedestrian areas of the library and adjacent shopping center, CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 22 is surrounded and screened by chain link fencing with privacy slats, and is designed with a separate driveway and adequate maneuvering area to not conflict with library, shopping center, or Dove Lane vehicle circulation. In addition, the temporary station does not conflict with pedestrian and bicyclist circulation as it does not remove or negatively impact sidewalks and bicycle paths. 3. That the site for the proposed conditional use is adequate in size and shape to accommodate the yards, setbacks, walls, fences, parking, loading facilities, buffer areas, landscaping and other development features prescribed in this code and required by the City Planner, Planning Commission or City Council, in order to integrate the use with other uses in the neighborhood in that the temporary use of the northern parking lot is adequate in size and shape to accommodate the temporary facility, comply with required setbacks, and provide adequate screening, circulation, and parking area. No permanent improvements are proposed. Further, despite the temporary loss of most parking on the library’s north side, adequate parking to serve patrons exists or can be provided elsewhere on the site and, as necessary, can be added along Dove Lane. Residential uses near the temporary station are separated from it by a 50-foot tall slope and a distance of 90-feet. 4. That the street system serving the proposed use is adequate to properly handle all traffic generated by the proposed use in that the proposed temporary fire station will be served by its own driveway and maneuvering area such that circulation of fire station personnel and emergency vehicles will not conflict with library, shopping center, or Dove Lane traffic. Further, as the area served by the temporary station (Fire District 2) would remain the same as that served by existing Fire Station 2 approximately one mile south, it can reasonably be assumed that the frequency of emergency response requests would be similar to that of the existing fire station. Similarly, emergency vehicle pre-emption is proposed for the signalized intersection at El Camino Real and Dove Lane. Thus, the roadway network would experience similar, acceptable operating conditions as it currently does. E. Growth Management The proposed temporary fire station is within Local Facilities Management Zone 6 in the city’s southwest Quadrant. The impacts on public facilities created by the proposed temporary fire station and its compliance with the adopted performance standards are summarized in Table J below. TABLE J – GROWTH MANAGEMENT COMPLIANCE (TEMPORARY LOCATION) STANDARD IMPACTS COMPLIANCE City Administration N/A Yes Library N/A Yes Waste Water Treatment No impact since there will not be additional employees Yes Parks The project does not generate new GMP park need. Yes Drainage No net increase as the site is already hardscaped except for minimal, temporary removal of landscaping along Dove Lane. Yes CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 23 Circulation 43 ADT (same as the trip generation of existing Fire Station No. 2) Yes Fire Station 2 Yes Open Space Standard is already met for Local Facilities Management Plan Zone 6 Yes Schools N/A Yes Sewer Collection System No impact since there will not be additional employees Yes Water 60 gallons per person per day Yes IV. ENVIRONMENTAL REVIEW Pursuant to the California Environmental Quality Act (CEQA) and the Environmental Protection Ordinance (Title 19) of the CMC, staff conducted an environmental impact assessment (initial study, or IS) for both the permanent and temporary proposed stations. The assessment identified potentially significant impacts to Biological Resources, Cultural/Paleontological Resources, Geology/Soils, Noise, and Tribal Cultural Resources. Mitigation measures were incorporated into the design of the project or included in a mitigation monitoring and reporting program (MMRP) such that all potentially significant impacts would be mitigated to below a level of significance. Staff circulated a Draft Initial Study/Mitigated Negative Declaration (Draft IS/MND) that included the MMRP. A Notice of Intent to adopt an MND was published in the newspaper, posted on the city’s website, and sent to the County Clerk and State Clearinghouse for public review. The requisite 30-day public review period for the MND occurred from November 29, 2019 to December 28, 2019, based on the public review period published in the newspaper. The notice provided a city website link to the full Draft IS/MND and project plans. At the end of the 30-day public review period, comments were received from the Rincon Band of Luiseno Indians, San Diego County Archaeological Society, and State Clearinghouse. Based on comments, staff revised mitigation measures for cultural resources and tribal cultural resources. However, the revisions do not result in new significant environmental impacts, constitute significant new information, or alter the conclusions of the environmental analysis. For further information, please refer to the resolution for the MND and the resolution attachments. V. DEVELOPMENT PROJECT PUBLIC INVOLVEMENT POLICY As described below, each project component complied with the Early Public Notice and the Enhanced Stakeholder Outreach processes outlined in City Council Policy No. 84 – Development Project Public Involvement Policy. The policy requires applicants of certain development projects to provide an opportunity for and consider input from interested and affected stakeholders prior to project consideration by city decision makers. Fire Station No. 2 Before an application for the permanent station was formally submitted in July 2018, the city conducted three open houses at the existing fire station in 2017 and early 2018. The city held one additional open house in October 2018. Attendees could speak with project and fire department staff and view project CUP 2018-0014/SUP 2018-0009/V 2018-0007 (PUB2018-0010) – FIRE STATION NO. 2 & CUP 2019- 0034/CDP 2019-0030 (PUB2018-0010) – FIRE STATION NO. 2 TEMPORARY LOCATION February 19, 2020 Page 24 plans. Two of the four open houses held were formally noticed to residences and businesses within a 1,500-foot radius of the station. Public comments regarded building and wall height, grading, site use, and second story window placement. Following the filing of the formal application, the city mailed a notice letter with the project name, description, project website address, and site plan copy to residents within 600’ of the project site. A public notice sign was posted at the site on July 30, 2018. In addition, the project plans were posted to the City of Carlsbad’s website as identified in the project notice letter. Interested parties could review and provide comments and questions to the project planner and applicant via the contact information listed in the notice letter. Public input received raised no controversial issues. Neighbor inquiries about the project, all received at the open houses, were addressed by project and fire department staff at the open houses. Fire Station No. 2 Temporary Location After filing an application for a CUP on October 3, 2019, a notice letter including the project name, description, project website address, city contact information, and a copy of the site plan was mailed to residents within 600’ of the project site and to all occupants within 100’ of the project site. Staff also provided a notice letter to the library for placement at its information counter, posted a public notice sign on October 23, 2019, and posted project plans to the City of Carlsbad’s website. In response, a nearby resident inquired about a separate driveway for the temporary station and cars parking in the Dove Lane no parking zone near Black Skimmer Drive, opposite the library entrance. Any relaxation of parking restrictions along Dove Lane for special library events can consider the resident request to maintain adequate line of sight from Black Skimmer Drive. ATTACHMENTS: 1. Planning Commission Resolution No. 7359 MND 2. Planning Commission Resolution No. 7360 CUP 2018-0014/SUP 2018-0009/V 2018-0007 3. Planning Commission Resolution No. 7361 CUP 2019-0034/CDP 2019-0030 4. Location Map - Fire Station No. 2 5. Location Map - Fire Station No. 2 Temporary Location 6. Reduced Exhibits - Fire Station No. 2 7. Reduced Exhibits - Fire Station No. 2 Temporary Location 8. Exhibits “A” – “Z” dated November 20, 2019 – Fire Station No. 2 9. Exhibits “A” – “P” dated November 20, 2019 – Fire Station No. 2 Temporary Location Final Initial Study/Mitigated Negative Declaration City of Carlsbad Fire Station No. 2 and Fire Station No. 2 Temporary Location (SCH# 2019119088) January 29, 2020 EXHIBIT "MND" Fire Station No. 2 & Fire Station No. 2 Temporary Location City of Carlsbad prepared for City of Carlsbad Carlsbad, California SCH# 2019119088 City Project Nos. Fire Station No. 2 - CUP 2018-0014 / SUP 2018-0009 / V 2018-0007 Fire Station No. 2 Temporary Location - CUP 2019-0034 / CDP 2019-0030 January 29, 2020 prepared by Burns & McDonnell Engineering Company, Inc. San Diego, California February 3, 2020 -i-Initial Study/Mitigated Negative Declaration TABLE OF CONTENTS 1.0 INTRODUCTION TO THE FINAL IS/MND .......................................................... 1-1 1.1 Introduction ............................................................................................................... 1-1 1.2 Document Format ...................................................................................................... 1-1 1.3 Background and Purpose of the IS/MND .................................................................... 1-1 1.3.1 Draft IS/MND .................................................................................................... 1-2 1.3.2 Final IS/MND ..................................................................................................... 1-2 1.4 Project Information .................................................................................................... 1-2 1.4.1 Project Name: ..................................................................................................... 1-2 1.4.2 Project Nos: ........................................................................................................ 1-2 1.4.3 Lead Agency: ..................................................................................................... 1-2 1.4.4 Project Applicant: ............................................................................................... 1-2 1.4.5 Lead Agency Contact Person: ............................................................................. 1-3 1.4.6 Project Locations: ............................................................................................... 1-3 1.4.7 General Plan Land Use Designation: ................................................................... 1-3 1.4.8 Zoning: .............................................................................................................. 1-3 1.4.9 Project Description: ............................................................................................ 1-3 1.4.10 Environmental Setting/Surrounding Land Uses: .................................................. 1-12 1.4.11 Other Required Agency Approvals (i.e., permits, financing approval or pa rticipation agreements): .................................................................................................................... 1-12 1.4.12 California Native American Tribes Consultation ................................................. 1-12 1.4.13 Previous Environmental Documentation: ............................................................ 1-13 1.4.14 Summary of Environmental Factors Potentially Affected: ................................... 1-13 2.0 COMMENTS AND RESPONSES TO COMMENTS ON THE DRAFT IS/MND ....... 2-1 2.1 List of Commenters ................................................................................................... 2-1 2.2 CEQA Requirements Regarding Comments and Responses ......................................... 2-1 2.3 Comments and Responses .......................................................................................... 2-2 3.0 MINOR REVISIONS TO THE DRAFT IS/MND .................................................... 3-1 3.1 Introduction ............................................................................................................... 3-1 3.2 Minor Changes to the Draft IS/MND .......................................................................... 3-1 4.0 MITIGATION MONITORING AND REPORTING PROGRAM ............................... 4-1 February 3, 2020 -ii-Initial Study/Mitigated Negative Declaration LIST OF TABLES Table 1-1: Phase and Equipment List for Project Construction .................................................. 1-6 Table 2-1: Summary of Public Comments on the IS/MND ......................................................... 2-1 LIST OF FIGURES Figure 1-1: Project Vicinity ...................................................................................................... 1-7 Figure 1-2: Project Location ..................................................................................................... 1-8 Figure 1-3: Temporary Fire Station at Dove Library................................................................. 1-11 LIST OF APPENDICIES Appendix A: Draft IS/MND ..................................................................................................... 5-1 Appendix B: Non-Confidential Cultural Resources Assessment ................................................. 5-2 February 3, 2020 -iii- Initial Study/Mitigated Negative Declaration LIST OF ABBREVIATIONS Abbreviation Term/Phrase/Name CDP Coastal Development Permit CEQA California Environmental Quality Act city City of Carlsbad CUP Conditional Use Permit ECR El Camino Real ft2 Square feet HMP Habitat Management Plan IS/MND Initial Study and Mitigated Negative Declaration LEED Leadership in Energy and Environmental Design LED light-emitting diode project Fire Station No. 2 and Fire Station No. 2 Temporary Location SUP Special Use Permit SWPPP Storm Water Pollution Prevention Plan V Variance February 3, 2020 1-1 Initial Study/Mitigated Negative Declaration 1.0 Introduction to the Final IS/MND 1.1 Introduction This document includes a compilation of the public comments received on the Fire Station No. 2 and Fire Station No. 2 Temporary Location Initial Study and Mitigated Negative Declaration (IS/MND) and the responses to the comments. Under the California Environmental Quality Act (CEQA), a lead agency is not required to prepare formal responses to comments on an IS/MND. However, CEQA requires the City of Carlsbad (city) to have adequate information on the record explaining why the comments do not affect the IS/MND conclusion that there are no potentially significant environmental effects. In the spirit of public disclosure and engagement, the city—as the lead agency—has responded to all written comments submitted to the IS/MND during the 30-day public review period, which began November 27, 2019 and ended December 26, 2019 (State of California review dates). 1.2 Document Format The final IS/MND is organized in the following manner: 1.Introduction to the Final IS/MND. This section describes CEQA requirements and the contents of this document. 2.Comments and Responses to Comments on the Draft IS/MND. This section provides a list of agencies and persons commenting on the IS/MND, copies of comment letters received during the public review period, and responses to written comments. Individual comments within each letter have been numbered. The reproduced comment letter is followed by responses with references to the corresponding comment number. 3.Minor Revisions to the Draft IS/MND. This section includes minor edits made to the Draft IS/MND as a result of comments received during the public review period. 4.Mitigation Monitoring and Reporting Program. This document lists all the mitigation measures required for implementation of the Fire Station No. 2 and Fire Station No. 2 Temporary Location (project), the phase in which the measures would be implemented, and the enforcement agency responsible for compliance. Minor edits that apply to mitigation measures as a result of public comments received are included in this section and, together with the Draft IS/MND, constitute the Final IS/MND. The monitoring program provides a.a mechanism for giving the lead agency feedback on the effectiveness of their actions b.a learning opportunity for improved mitigation measures on future projects c.a means of identifying corrective actions, if necessary, before irreversible environmental damage occurs 1.3 Background and Purpose of the IS/MND The following is an overview of the environmental review process for the project that led to the preparation of this Final IS/MND. February 3, 2020 1-2 Initial Study/Mitigated Negative Declaration 1.3.1 Draft IS/MND Pursuant to the CEQA Guidelines, an IS/MND was prepared for the project in accordance with CEQA Guidelines, Section 15070. The Draft IS/MND was submitted to the State Clearinghouse and the Governor’s Office of Planning and Research and circulated for a 30-day public review period beginning on November 27, 2019 and ending on December 26, 2019 (State of California review dates) (State Clearinghouse No. 2019119088). During that time, the document was available for review by various state and local agencies, as well as by interested individuals and organizations. The Draft IS/MND is included as Appendix A. 1.3.2 Final IS/MND The city received three comment letters from public agencies, interest groups, and the public regarding the Draft IS/MND. This document responds to comments received by the city on the project, as required by CEQA, and contains minor edits to the Draft IS/MND, which are included in 3.0 Minor Revisions to the Draft IS/MND. This document constitutes the Final IS/MND. 1.4 Project Information 1.4.1 Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location 1.4.2 Project Nos: City of Carlsbad Project Nos. CUP 2018-0014 / SUP 2018-0009 / V 2018-0007 (City of Carlsbad permits for proposed Fire Station No. 2; permits for the Dove Library temporary location are City of Carlsbad Project Nos. CUP 2019-0034 and CDP 2019-0030 1.4.3 Lead Agency: City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 1.4.4 Project Applicant: Steve Stewart, Municipal Projects Manager Public Works Department City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 Steven.Stewart@carlsbadca.gov 760-602-7543 February 3, 2020 1-3 Initial Study/Mitigated Negative Declaration 1.4.5 Lead Agency Contact Person: Scott Donnell, Senior Planner Planning Division City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 scott.donnell@carlsbad.ca.gov 760-602-4618 1.4.6 Project Locations: Fire Station No. 2 site (permanent facility, also referred to as the Project site throughout this document): 1906 Arenal Road, Carlsbad, California 92009 Dove Library (temporary site): 1775 Dove Lane, Carlsbad, California 92011 1.4.7 General Plan Land Use Designation: The Project site is designated as R-4, Residential 0-4 du/ac in the City of Carlsbad General Plan Land Use Map (February 2017), an area intended to be developed with 0 to 4 dwelling units per acre. This site is also within the La Costa Master Plan area. The master plan identifies the Project site as a fire station and refers to the Zoning Ordinance for applicable standards. The Dove Library temporary site is designated L, Local Shopping Center General Plan. 1.4.8 Zoning: The Project site is zoned as One Family Residential (R-1). The Dove Library temporary site has a zoning designation of Local Shopping Center (C-L). In the R-1 and C-L zones, fire stations are a conditionally permitted use. Detailed discussions regarding consistency with land use plans and zoning are included in Appendix A: Draft IS/MND. 1.4.9 Project Description: Project Overview The city proposes to demolish the existing fire station located at 1906 Arenal Road, Carlsbad, and construct a new fire station at the same location. Prior to demolition, a temporary fire station is planned to begin operation at the Dove Library, less than one mile north, and remain in use until completion of the new station in 2022 (Project) (Figure 1-1 and Figure 1-2). The new permanent station will meet the operational needs, goals, and policies of the City of Carlsbad Fire Department and the city. The new station would be 10,782 square feet (ft2) and would be constructed on 0.42 acre in the same location as the existing station. The new station would be a two-story facility replacing the existing single-story station with the new height of the building at approximately 32 feet (excluding allowed protrusions such as parapets, equipment and skylights). February 3, 2020 1-4 Initial Study/Mitigated Negative Declaration Existing Setting and Project Background The existing fire station was built in 1969 on the corner of Arenal Road and El Camino Real (ECR) in the City of Carlsbad. Originally built to accommodate one full-time firefighter, the station now houses five firefighters and requires substantial upgrades to fulfill the needs and objectives of the City of Carlsbad Fire Department. The existing building does not meet current seismicity, building, or fire codes; the garage is too small to fit modern emergency response vehicles and equipment; and the building lacks accommodations for a mix of male and female firefighters. In November 2016, city voters approved Measure O, which authorized expenditure of general fund money to rebuild the existing fire station. The new fire station will be built in accordance with current building codes, increase operational efficiency, and will better accommodate assigned staff and emergency response vehicles and equipment. Project Description Details Proposed Fire Station (Permanent Facility) The Project will accommodate five firefighters and one captain on duty per 24-hour shift, year- round. The new facility will be two stories and will include dormitories, a kitchen, dining area, bathrooms, a common area, laundry facilities, storage, weight room, office spaces, and one large garage that will store emergency response vehicles and equipment. Additionally, site improvements would include grading, new concrete foundation, emergency vehicle ingress and egress, two new driveways on ECR, staff parking, trash enclosure, emergency generator, public parking with three electric vehicle charging stations, and rooftop solar panels. Water, sewer, electricity, and natural gas connections already exist at the site to accommodate the new facility. The new facility would be enclosed by block walls and gates. Due to grade changes, wall heights would vary from approximately five to nine feet; however, except where adjacent to Arenal Road, the wall would be no greater than six feet when viewed from outside the fire station, such as along ECR and the three residences bordering the fire station to the east and north. The block wall would reduce the amount of noise from the fire station during operation and provide security and screening. Furthermore, a six-foot tall wrought iron gate is proposed along the south property boundary along Arenal Road. A conceptual site plan for the new fire station is provided in Appendix A: Draft IS/MND. All improvements would be constructed to meet the city’s building and engineering standards, and all needed discretionary permits (e.g., conditional use permit) would be obtained for the Project, including approval of a Special Use Permit (SUP) —Scenic Preservation Overlay and a Variance (V) from the city. Minor adjustments to the conceptual plan may occur during finalization of Project design, while adhering to entitlement conditions. Implementation of the Project would achieve a variety of sustainability goals aimed to reduce environmental impacts, optimize performance, lower energy and operating costs, conserve resources, and increase occupant satisfaction and productivity. These sustainability design February 3, 2020 1-5 Initial Study/Mitigated Negative Declaration measures are in line with the City of Carlsbad Council Policy No. 71, Energy Conservation and Management, the city’s General Plan Sustainability Element, and the city’s Climate Action Plan (CAP), including applicable 2019 ordinances to implement CAP measures regarding electric vehicles, energy conservation, solar photovoltaic and water heating. The new facility would be built to achieve Silver Leadership in Energy and Environmental Design (LEED) standards or the equivalent per City Council Policy No. 71 and would include installation of solar panels and electric vehicle charging stations. Carlsbad Council Policy 71 Paragraph 2 Construction of Civic Facilities, Subparagraph a, states: “Whenever practicable and within a reasonable cost/benefit ratio, design and construct mechanical and electrical systems to achieve the maximum energy efficiency achievable with current technology.” The design for this Project incorporates the use of new Title 24 (California Building Standards Code) compliant heating, ventilation, and air conditioning equipment and light-emitting diode (LED) lighting fixtures to optimize electrical energy efficiency. Construction Description Site preparation would begin with the removal of flatwork, vegetation, utility lines, asphalt, concrete, existing building structure and other debris/material from areas to be graded. Excavation would extend six to eight feet below grade, with a maximum depth of 10 feet below grade, to accommodate building foundations. The new station is anticipated to be supported on conventional shallow concrete foundations with an interior concrete slab-on-grade floor (Ninyo & Moore 2017). Construction staging would occur on the Project site for the duration of construction. The maximum number of construction personnel onsite at any one time would be approximately 25 workers during periods of peak construction activity. Up to five passenger vehicles can be accommodated onsite for construction staff parking during construction and street parking is available on Arenal Road east and west of ECR. Project construction would be approximately 12 to 18 months in duration, and demolition of the existing fire station building is targeted for Spring/Summer 2021. The Project would be operational by 2022. Table 1-1 identifies the number and type of equipment to be used during each phase of the Project construction. February 3, 2020 1-6 Initial Study/Mitigated Negative Declaration Table 1-1: Phase and Equipment List for Project Construction Phase Equipment (one each) Demolition/earthwork Compactor, excavator, grader, haul truck, loader, water truck Underground utilities Excavator, haul truck, loader, water truck Foundations Concrete mixer truck, excavator Framing contractor Crane, forklift, scissor lifts Electrical Crane, forklift Plumbing Forklift HVAC Crane, forklift Roofing Crane, forklift, scissor lift Interior finishing Forklift Paving Haul truck, paver Exterior concrete Concrete mixer truck, paver Landscaping Excavator, loader, water truck COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC.Source: ESRI; Burns & McDonnell Engineering Company, Inc Issued: 3/20/2018Path: Z:\Clients\ENS\CityCarlsbad\104503_FireStation2\Studies\Geospatial\DataFiles\ArcDocs\Figure1_1_ProjectLocation.mxd gacox 3/20/2018NORTH 0 12 246 Miles ^_Project Location Mexico Cleveland National Forest Cleveland National Forest ¨§¦15 ST78 ST78 ST78 ¨§¦8ST94 ¨§¦5 ST56 ST52Pacific Ocean IndioIndio PowayPoway HemetHemet VistaVista SanteeSantee La MesaLa Mesa El CajonEl Cajon TemeculaTemecula CarlsbadCarlsbad EncinitasEncinitas San MarcosSan Marcos Palm SpringsPalm Springs National CityNational City Cathedral CityCathedral City EscondidoEscondido OceansideOceanside Chula VistaChula Vista SanSanDiegoDiego S a n D i e g oS a n D i e g oC o u n t yC o u n t y R i v e r s i d eR i v e r s i d eC o u n t yC o u n t y O r a n g eO r a n g eC o u n t yC o u n t y I m p e r i a l C o u n t yI m p e r i a l C o u n t y Anza-Borrego Desert State Park San Bernardino National Forest Cleveland National Forest ¨§¦8 ¨§¦15 ¨§¦5 ¨§¦10 ¨§¦805 ¨§¦10 ¨§¦15 ¨§¦5 ¨§¦805 ¨§¦215 ST111 ST371 ST94 ST74 ST86 ST79 ST905 ST79 ST74 ST111 ST79 ST74 ST111 ST74 ST86 Figure 1-1 Project Vicinity Fire Station No. 2 City of Carlsbad San Diego County, California Locator Map Dove Library temporary site February 3, 2020 1-9 Initial Study/Mitigated Negative Declaration The current Project site on Arenal Road and ECR is served by the City of Carlsbad Fire Department District 2, according to Figure 6-9 of the city’s General Plan (2015). During the construction of the new station, the same level of firefighting services would be provided from the Dove Library temporary site (Figure 1-3). A description of the Dove Library temporary site and construction methods follows below. Dove Library Temporary Site Description During construction, existing fire services would be relocated to a portion of the Dove Library parking lot on the northern side of the library. The library is located at 1775 Dove Lane, less than a mile north of the existing station and within District 2 (Figure 1-3). All necessary permits would be obtained for the Dove Library temporary site including a Conditional Use Permit (CUP), a Coastal Development Permit (CDP), and a building construction permit. The Dove Library temporary site would consist of a large tent for the emergency response vehicles and a large portable trailer to accommodate Fire Department staff. The tent, portable trailer, and staff parking area would be fenced completely by chain-link fence featuring privacy slats for site security and appearance. The Dove Library temporary site would take approximately three weeks to set up. Electrical service to the portable trailer would be provided by a temporary power pole served by the transformer for the library, and potable water and sewer service would be provided via connections to existing utility services in Dove Lane. Parking for library staff, which primarily occurs on the south side of the library building closest to the library entrance from Dove Lane, would not be impacted due to the temporary use of a portion of the north parking lot by Fire Department staff, trailer, equipment, and driveway space. Of the 68 spaces on this side of the building, approximately 59 would be temporarily removed to accommodate the Dove Library temporary site. Limited replacement parking would be available on Dove Lane and elsewhere in the library parking lot, including south of the library, where employees currently park. Further, approximately five of the accessible parking stalls (ADA compliant) in this area would not be available during temporary use of the parking lot; however, the city would temporarily locate two to four new accessible spaces to the library’s east parking lot to continue meeting patron demand for accessible parking. In anticipation of special events at the library, staff would work with the city’s Transportation Department to relax portions of the parking restrictions on Dove Lane northwest of the shopping center entrance closest to ECR while maintaining transitions to and from the adjacent bike lanes along Dove Lane west to ECR. Implementation of the Dove Library temporary site will not impact bicycle facilities along Dove Lane. The Library & Cultural Arts Director has reviewed the intended rearrangement and reduction of library parking and does not anticipate an adverse impact on patrons’ use of the library during regular operations or special events during operation of the temporary fire station. Fire truck and ambulance access in and out of the parking lot portion on the north side of the Dove Library would be accommodated by constructing a new two-way temporary driveway on Dove Lane (Figure 1-3) located northwest of the current library entrance off Dove Lane. This separate driveway would serve fire truck and ambulance access and help minimize traffic impacts to library access, parking, and pedestrian pathways. To construct the temporary driveway, the existing sidewalk and landscaping would be removed and graded to minimize the elevation change between February 3, 2020 1-10 Initial Study/Mitigated Negative Declaration the parking lot and the street. An asphalt patch would serve in place of the sidewalk, so pedestrian use of the sidewalk would continue. Upon completion of Fire Station No. 2 construction and upon relocation of Fire Department staff back to the new station, the sidewalk, landscaping, trailer, fencing, and all other temporary improvements would be removed, and the parking lot and surroundings would be restored to their pre-existing condition at Dove Library. Use of the Dove Library temporary site is expected between spring 2021 and summer/fall 2022. Construction is currently expected to be complete by summer/fall 2022. Service Layer Credits: COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC.Source: Google Earth (2016); Burns & McDonnell Engineering Company, Inc Issued: 8/23/2018Path: Z:\Clients\ENS\CityCarlsbad\104503_FireStation2\Studies\Geospatial\DataFiles\ArcDocs\Figure_1_3_PublicLibrary.mxd gacox 8/23/2018NORTH 0 30 60 Scale in Feet DDDDDDDDDDDDDDDDDDDDDD DDD DD D D D D D D D D D D D D D D D D D D D D D D DDDDDDArea of sidewalk andlandscaping to be removed and replacedTent structure forone fire truck Fenced perimeter withdriveway gate Driveway Public parking Staff parking Two double-wide trailersfor living quarters Figure 1-3Temporary Fire Station atDove Library, CarlsbadCity of Carlsbad San Diego County, California Do v e L a n eBl a c k S kim m er D r DD D DD DPerimeter Fence Landscaping Removal Parking Fire Truck (Tent Structure) Living Quarters (Trailers) Carlsbad City Library ^_ OceansideOceanside Pacific Ocean ^_Fire Station #2 Carlsbad City Library VistaVista CarlsbadCarlsbad EncinitasEncinitas San San MarcosMarcos¨§¦5 ST78 February 3, 2020 1-12 Initial Study/Mitigated Negative Declaration 1.4.10 Environmental Setting/Surrounding Land Uses: The City of Carlsbad is located on the coast of the Pacific Ocean in the northwest area of San Diego County. The city is bounded by the City of Oceanside to the north, the cities of San Marcos and Vista to the east, and the City of Encinitas to the south. The northern portion of the city abuts Highway 78 and Buena Vista Lagoon, which creates the boundary between the cities of Carlsbad and Oceanside. Similarly, Batiquitos Lagoon, along the city’s southern edge, acts as a boundary between the cities of Carlsbad and Encinitas (City of Carlsbad General Plan, 2015). The existing station is on the northeast corner of ECR and Arenal Road. Residential areas surround the existing fire station to the north, east, and west, and the Omni La Costa Resort and Spa is located south of the station. Open space, as designated by the City of Carlsbad General Plan, is located southwest of the Project and across ECR. The open space encompasses Batiquitos Lagoon and its surrounding preserve and is designated an existing hardline preserve by the city’s Habitat Management Plan (HMP). The Dove Library temporary site is located about 600 feet northwest of ECR, near the library’s Dove Lane entrance. Residential, commercial, and open space surround the library. 1.4.11 Other Required Agency Approvals (i.e., permits, financing approval or participation agreements): The new fire station would disturb approximately 0.42 acre of developed land. Due to the station’s proximity to Batiquitos Lagoon, the Project would be required to prepare a Tier 2 Storm Water Pollution Prevention Plan (SWPPP) in conformance with city standards. A CUP, Variance, and SUP are city-required discretionary permits for the Project as described in detail in Appendix A: Draft IS/MND. Construction of the Project is not anticipated to trigger any other required agency approvals. The Dove Library temporary site is not expected to require other agency approvals except for a CUP and a CDP issued by the city’s Planning Commission. 1.4.12 California Native American Tribes Consultation a. Have California Native American Tribes traditionally and culturally affiliated with the project area requested consultation pursuant to public resources code section 21080.3.1? ☒ Yes ☐ No b. If so, is there a plan for consultation that includes, for example, the determination of significance of impacts to tribal cultural resources, procedures regarding confidentiality, etc.? ☒ Yes ☐ No February 3, 2020 1-13 Initial Study/Mitigated Negative Declaration 1.4.13 Previous Environmental Documentation: Technical studies have been developed for the construction of the new Project. These technical studies and reports include a traffic study, noise study, geotechnical evaluation, cultural and paleontological reports, hazardous building materials survey, and air quality modeling. No previous environmental impact studies have been conducted prior to this Initial Study and Mitigated Negative Declaration (IS/MND). 1.4.14 Summary of Environmental Factors Potentially Affected: A California Environmental Quality Act (CEQA) analysis of this Project has determined that the Project could have a significant environmental effect in the following areas: Biological Resources, Cultural/Paleontological Resources, Geology and Soils, Noise, and Tribal Cultural Resources. The Dove Library temporary site could have a significant environmental effect in temporary noise. With implementation of the proposed Mitigation Measures, the Project, including the Dove Library temporary site, would not result in any Significant Impacts. There are no changes to the determination made in the Draft IS/MND (Appendix A, Section 1.16). The following sections support a Mitigated Negative Declaration for the development of the Project and Dove Library temporary site. ☐ Aesthetics ☐ Greenhouse Gas Emissions ☐ Public Services ☐ Agriculture & Forestry Resources ☐ Hazards/Hazardous Materials ☐ Recreation ☐ Air Quality ☐ Hydrology/Water Quality ☐ Transportation ☒ Biological Resources ☐ Land Use & Planning ☒ Tribal Cultural Resources ☒ Cultural Resources/Paleontological Resources ☐ Mineral Resources ☐ Utilities/Service Systems ☐ Energy ☒ Noise ☐ Wildfire ☒ Geology/Soils ☐ Population & Housing ☒ Mandatory Findings of Significance February 3, 2020 2-1 Initial Study/Mitigated Negative Declaration 2.0 Comments and Responses to Comments on the Draft IS/MND 2.1 List of Commenters The following individuals and representatives of organizations and agencies submitted written comments on the Draft IS/MND (Table 2.1). Table 2-1: Summary of Public Comments on the IS/MND Letter Commenter Date A Cheryl Madrigal, Rincon Band of Luiseno Indians December 19, 2019 B James W. Royle Jr., San Diego County Archaeological Society, Inc. December 26, 2019 C Scott Morgan, State Clearinghouse December 27, 2019 2.2 CEQA Requirements Regarding Comments and Responses CEQA Guidelines, Section 15204(b), outlines parameters for submitting comments on negative declarations, and reminds persons and public agencies that the focus of review and comment of IS/MNDs should be on the proposed findings that the project will not have a significant effect on the environment. If the commenter believes that the project may have a significant effect, they should (1) identify the specific effect, (2) explain why they believe the effect would occur, and (3) explain why they believe the effect would be significant. CEQA Guidelines, Section 15204 (c), further advises that “reviewers should explain the basis for their comments, and should submit data or references offering facts, reasonable assumptions based on facts, or expert opinion supported by facts in support of the comments. Pursuant to Section 15064, an effect shall not be considered significant in the absence of substantial evidence.” Section 15204 (d) also states that “each responsible agency and trustee agency shall focus its comments on environmental information germane to that agency’s statutory responsibility.” Section 15204 (e) states that “this section shall not be used to restrict the ability of reviewers to comment on the general adequacy of a document or of the lead agency to reject comments not focused as recommended by this section.” Finally, CEQA does not require a lead agency to conduct every test or perform all research, study, and experimentation recommended or demanded by commenters. When responding to comments, lead agencies need only respond to potentially significant environmental issues and do not need to provide all information requested by reviewers as long as a good faith effort at full disclosure is made in the environmental document. February 3, 2020 2-2 Initial Study/Mitigated Negative Declaration 2.3 Comments and Responses Written comments on the Draft IS/MND are reproduced on the following pages, along with responses to those comments. Changes to the Draft IS/MND text that result from responding to comments are included in the response and demarcated with revision marks (underline for new text, strikeout for deleted text). February 3, 2020 2-3 Initial Study/Mitigated Negative Declaration Letter A: Cheryl Madrigal, Rincon Band of Luiseno Indians RINCON BAND OF LUISEÑO INDIANS Cultural Resources Department One Government Center Lane ∙ Valley Center , California 92082 ∙ (760) 297-2635 Fax:(760) 749 -8901 Bo Mazzetti Tribal Chairman Tishmall Turner Vice Chairwoman Steve Stallings Council Member Laurie E. Gonzalez Council Member Alfonso Kolb Council Member December 19, 2019 Scott Donnell City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 Re: Fire Station No. 2 & Fire Station No. 2 Temporary Location. CUP 2018-0014/SUP 2018- 0009/V 2018-0007/CUP 2019-0034/CDP 2019-0030 (PUB2018-0010) Dear Mr. Donnell, This letter is written on behalf of the Rincon Band of Luiseño Indians. Thank you for providing us with the Notice of Intent to Adopt a Mitigated Negative Declaration (MND) for the above referenced project. The Rincon Band has reviewed the MND and understands that the Applicant seeks approval of a Conditional Use Permit, Special Use Permit and Variance to construct a 10,782-square foot, two-story fire station located at 1906 Arenal Road and approval of a Conditional Use Permit and Coastal Development Permit to install a temporary 1,600 square-foot tent to house the apparatus and ambulance, a 1,782 square-foot portable trailer to house the firefighters, and a 306 square-foot structure to house the generator, trash and recycling bins, located at 1775 Dove Lane in the northern parking lot. The Rincon Band wishes to inform the City of Carlsbad that the location identified within the MND is situated within the Territory of the Luiseño people and within the Band’s specific Area of Historic Interest (AHI). As such, Rincon is traditionally and culturally affiliated to the project area. The Rincon Band is one of six federally recognized Luiseño Bands, with its own unique history, traditional practices and culture. We appreciate the City’s commitment to carefully review our comments and to consider our efforts to best protect our cultural resources appropriate to Rincon’s particular customs and traditions. We have reviewed the provided MND and have the following comments and concerns: 1.We agree with Tribal-1: “A Luiseño Native American monitor shall be present during all ground disturbing activities. Ground disturbing activities may include, but are not limited to, archaeological studies, geotechnical investigations, clearing, grubbing, trenching, excavation, preparation for utilities and other infrastructure, and grading activities.” Response sent via email: scott.donnell@carlsbadca.gov A-1 RINCON BAND OF LUISEÑO INDIANS Cultural Resources Department One Government Center Lane ∙ Valley Center , California 92082 ∙ (760) 297-2635 Fax:(760) 749 -8901 Bo Mazzetti Tribal Chairman Tishmall Turner Vice Chairwoman Steve Stallings Council Member Laurie E. Gonzalez Council Member Alfonso Kolb Council Member 2.Tribal-2 states that “Any and all uncovered artifacts of Luiseño Native American culturalimportance shall be returned to the San Luis Rey Band of Mission Indians, and/or the Most Likely Descendant, if applicable, and not be curated, unless ordered to do so by a federal agency or a court of competent jurisdiction.”The Rincon Band of Luiseño Indians asks to revise the above statement. According to our beliefsand fundamental values, it is crucial to us that any effort is being made to avoid any culturalresource but in the event that this is impossible, we request to leave resources in situ instead of excavating cultural resources for reburial at another location, storage and/or display in a museum. If reburial at another location onsite is necessary, Rincon asked to be consulted on thematter and part of the decision making on how to proceed with the findings. 3.Mitigation Measure Tribal-5 states that “If a significant tribal cultural resource(s) and/or unique archaeological resource(s) are discovered during ground-disturbing activities for the Project, the San Luis Rey Band of Mission Indians, or another Luiseño Native American Band, shall be notified and consulted regarding the respectful and dignified treatment of those resources.” And“If, however, the Applicant is able to demonstrate that avoidance of a significant and/or uniquecultural resources is infeasible and a data recovery plan is authorized by the City of Carlsbad as the lead agency, the San Luis Rey Band of Mission Indians, or another Luiseño Native American Band, shall be consulted regarding the drafting and finalization of any such recovery plan.”The Rincon Band requests to change the wording in both sections and replace “the San Luis ReyBand of Mission Indians, or another Luiseño Native American Band” with “consulting Tribes”. 4.Mitigation Measure Tribal-6 states that “If the archaeologist does not collect the tribal cultural resources that are unearthed during the ground disturbing activities, the Luiseño Native American monitor may, at their discretion, collect said resources and provide them to the SanLuis Rey Band of Mission Indians, or another Luiseño Native American Band, for dignified andrespectful treatment in accordance with their cultural and spiritual traditions.” Rincon would like to reiterate that we request to leave resources in situ instead of excavatingthem. If cultural resources have to be removed, the archaeologist together with the consultingtribes should develop an Excavation and Treatment plan. The inclusion of an open space easement or conservation area is appreciated. Such area should be determined in the Excavation and Treatment plan. It is also unclear at this time, if such area has already been identified, in which case, more precise language is needed. 5.Tribal-9 states that “No testing, invasive or non-invasive, shall be permitted on any recoveredtribal cultural resources without the written permission of the San Luis Rey Band of Mission Indians or another Luiseño Native American Band.” The Rincon Band asks to amend the statement and require written permission from all theconsulting Tribes. A-2 A-3 A-4 A-6 A-5 RINCON BAND OF LUISEÑO INDIANS Cultural Resources Department One Government Center Lane ∙ Valley Center , California 92082 ∙ (760) 297-2635 Fax:(760) 749 -8901 Bo Mazzetti Tribal Chairman Tishmall Turner Vice Chairwoman Steve Stallings Council Member Laurie E. Gonzalez Council Member Alfonso Kolb Council Member We also asked that the Rincon Band will be provided a copy of the Monitoring Report and/or Evaluation Report as well. The Rincon Band reserves its right to continue to fully participate in the environmental review process and to review and submit additional information. If you have additional questions or concerns, please do not hesitate to contact our office at your convenience at (760) 297-2635 ext. 323 or via electronic mail at cmadrigal@rincon-nsn.gov. We look forward to working together to protect and preserve our cultural assets. Sincerely, Cheryl Madrigal Tribal Historic Preservation Officer Cultural Resources Manager A-7 February 3, 2020 2-7 Initial Study/Mitigated Negative Declaration A-1 A-2 A-3 A-4 The commenter states that the project site is located within the historic territory of the Rincon Band of Luiseño Indians, and within the Band’s specific Area of Historic Interest. The commenter further states that the Rincon Band is traditionally and culturally affiliated to the project area. Response: The city acknowledges that the project site is located within the historic territory of the Rincon Band, and that they are considered traditionally and culturally affiliated with the project vicinity. In accordance with the city’s Tribal, Cultural, and Paleontological Resources Guidelines (2017), the city Planning Division notified the Rincon Band of Luiseño Indians, as well as other tribes which are traditionally and culturally affiliated California Native American tribes that have requested notice of proposed projects in the city. Notices were sent on April 23, 2018, in conformance with Assembly Bill 52. The San Luis Rey Band of Mission Indians consulted with the city on the project. Referring to MM-TRIBAL-2, the commenter requests that the measure be changed to leave cultural resources in situ instead of excavating them for reburial, storage, and/or display in a museum. If reburial at another location is necessary, the commenter has asked to be consulted on the matter and part of the decision making on how to proceed with the findings. Response: This comment has been noted, and the language in MM-TRIBAL-2 has been modified accordingly in this Final IS/MND. The language now states that uncovered artifacts of Luiseño Native American cultural importance shall be left in situ if feasible, and not be curated unless ordered to do so by a federal agency or a court of competent jurisdiction. If leaving in situ is not feasible and reburial at another location is necessary, the San Luis Rey Band of Mission Indians and/or Most Likely Descendant shall be engaged in the decision-making process. The reference to leaving artifacts in situ or in another location on-site ensures the artifacts will remain in or near their original location. These minor text revisions can be found in Section 3.2, below. The commenter has requested a minor change to the language in MM TRIBAL-5. The commenter requests that “the San Luis Rey Band of Mission Indians, or another Luiseño Native American Band” is replaced with “consulting Tribes”. Response: The existing wording encompasses the consulting tribe as well as the Rincon Band of Luiseno Indians. Similar to comment A-2, the commenter has requested that the language in MM TRIBAL-6 is changed so that cultural resources would remain in situ, in the case that there was an unanticipated discovery. If cultural resources must be removed, the commenter has requested that the archaeologist work with the consulting tribes to develop an Excavation and Treatment plan. Response: This comment has been noted and the language has been modified in this Final IS/MND to reflect that cultural resources will be left in situ if feasible. Note that the February 3, 2020 2-8 Initial Study/Mitigated Negative Declaration A-5 A-6 A-7 research design and data recovery program mentioned in the existing text of the measure functions the same as an Excavation and Treatment plan. See also response to A-3. These minor text revisions can be found in Section 3.2, below. The commenter states that the inclusion of an open space easement or conservation area is appreciated, and such an area should be determined in the Excavation and Treatment plan. The commenter goes on to say that the details about a potential on-site conservation area are unclear in the IS/MND. Response: This comment has been noted. The option to include a conservation area for the on-site reburial of unearthed tribal cultural resources is included in MM-TRIBAL-6 of the Draft IS/MND. This option, if feasible, would be executed at the discretion of the qualified archaeologist in consultation with the Luiseno Native American Monitor. Buried Tribal cultural resources are not anticipated, and no easements or conservation areas for reburial have been identified at this time. If the need for reburial of unearthed resources occurs, an appropriate location would be identified and included in the research design and data recovery plan in coordination with Native American Monitor. Additional language has been added to MM-TRIBAL-6 for clarification, revisions can be found in Section 3.2, below. Similar to comments A-2 and A-4 above, the commenter has requested that the language in MM TRIBAL-9 be amended to replace “the San Luis Rey Band of Mission Indians or another Luiseño Native American Band” to “all the consulting Tribes.” Response: The existing wording encompasses the consulting tribe as well as the Rincon Band of Luiseno Indians. The commenter has requested to be provided a copy of the Monitoring Report and/or Evaluation Report after construction is complete. Response: This request has been noted. The Luiseno Native American Tribes will be provided with the monitoring report and/or evaluation report upon request to the city, as described in MM TRIBAL-10, once construction is complete. February 3, 2020 2-9 Initial Study/Mitigated Negative Declaration Letter B: James W. Royle Jr., San Diego County Archaeological Society, Inc. (page 1) B-1 B-2 B-3 B-4 February 3, 2020 2-12 Initial Study/Mitigated Negative Declaration B-1 The commenter suggests that a non-confidential version of the Cultural Resources Assessment be provided for public review. Response: This request has been noted, and the non-confidential Cultural Resources Assessment can be found as Appendix B in this Final IS/MND. B-2 Similar to comment B-1 above, the commenter requests that the non-confidential Cultural Resources Assessment is made publicly available. Response: See above response to comment B-1. The non-confidential Cultural Resources Assessment can be found as Appendix B in this Final IS/MND. B-3 The commenter notes that because the Tribal Cultural Resources section provides direction to the project archaeologist beyond the requirements of MM-CUL-1, the sections should be cross-referenced to avoid misunderstanding. Response: This comment has been noted, and additional language has been added to the Cultural Resources and Tribal Cultural Resources sections of the Final IS/MND. This language will cross-reference the two sections and clarify the role of the project archaeologist. The additional language and revisions to both sections can be found in Section 3.2 of this Final IS/MND (see specifically MM CUL-1 and MM TRIBAL-3). B-4 The commenter requests that the 3D scanning of any recovered items (other than human remains and associated grave goods) should be expressly permitted at the discretion of either the project archaeologist or Tribal representative. Further, the commenter states that a copy of the digital scan files and a proof 3D print of each should be curated at a facility meeting the federal standards of 36CFR79. Response: This comment has been noted. The 3D scanning of recovered items is not expressly prohibited in the IS/MND. This technology could be utilized as deemed appropriate by the qualified archaeologist and consulting Tribes. If the 3D scanning of recovered items was to occur, a copy of the digital scan files and a proof 3D print of each should be curated at a facility meeting the federal standards of 36CFR79. February 3, 2020 2-13 Initial Study/Mitigated Negative Declaration Letter C: Scott Morgan, State Clearinghouse C-1 February 3, 2020 2-15 Initial Study/Mitigated Negative Declaration C-1 The commenter acknowledges that the city Planning Division has complied with the State Clearinghouse review requirements for draft environmental documents. The commenter also provided contact information if there are any questions regarding the environmental review process. Response: This comment letter has been noted and will be added to the administrative record. February 3, 2020 3-1 Initial Study/Mitigated Negative Declaration 3.0 Minor Revisions to the Draft IS/MND 3.1 Introduction This section includes minor edits to the Draft IS/MND. These modifications resulted from responses to comments received during the public review period. Revisions herein do not result in new significant environmental impacts, constitute significant new information, or alter the conclusions of the environmental analysis. Therefore, in accordance with CEQA Guidelines Section 15073.5, recirculation of the IS/MND is not required. Changes are provided in revision marks (underline for new text and strikeout for deleted text). 3.2 Minor Changes to the Draft IS/MND The following minor changes were made to the Draft IS/MND, based on comments received during the public review period. Section 2.0 V. Cultural Resources/Paleontological Resources Minor changes have been made to Section V. Cultural Resources/Paleontological Resources, based on a comment from the San Diego Archaeological Society, Inc. These changes were made to clarify the role of the qualified archaeologist and cross-reference this section with Section XVIII. Tribal Cultural Resources. The following changes apply to Page 2-18 of the Draft IS/MND and, together with the Draft IS/MND, constitute the Final IS/MND language: CUL-1: Archeological Monitoring. The city shall retain a qualified archaeologist to monitor ground-disturbing construction activities that would have a reasonable likelihood to disturb areas of archaeological sensitivity. If archaeological material is identified at any point of construction, work in that location shall be diverted, and the qualified archaeologist shall evaluate the nature and significance of the find. The qualified archaeologist would also be responsible for coordinating with the Luiseño Native American monitor, as described in greater detail in the Tribal Cultural Resources section. The qualified archaeologist would attend the pre-construction meeting with the Luiseño Native American monitor and both monitors would have joint authority to divert and/or halt construction activities in the unlikely case that sensitive cultural resources are encountered. Prior to the release of the grading bond, the archaeologist will work with the Luiseño Native American monitor to submit a monitoring and/or evaluation report, if appropriate, which describes the results, analysis, and conclusion of the monitoring program. Section 2.0 XVIII. Tribal Cultural Resources Minor changes have been made to the Tribal Cultural Resources section based on comment letters from the Rincon Band of San Luiseño Indians and the San Diego Archaeological Society, Inc. These revisions do not alter the conclusions of the environmental analysis. The changes are as follows. February 3, 2020 3-2 Initial Study/Mitigated Negative Declaration The following changes apply to Page 2-70 and Page 2-71 of the Draft IS/MND and, together with the Draft IS/MND, constitute the Final IS/MND language: TRIBAL-2: Native American Artifacts Uncovered. Any and all uncovered artifacts of Luiseño Native American cultural importance shall be returned to the San Luis Rey Band of Mission Indians, and/or the Most Likely Descendant, if applicable, shall be left in situ if feasible, and not be curated, unless ordered to do so by a federal agency or a court of competent jurisdiction. If leaving in situ is not feasible and reburial at another location is necessary, the San Luis Rey Band of Mission Indians, and/or the Most Likely Descendant, if applicable, shall be engaged in the decision-making process. TRIBAL-3: Preconstruction Meeting. The Luiseño Native American monitor shall be present at the Project’s preconstruction meeting to consult with grading and excavation contractors concerning excavation schedules and safety issues, as well as to consult with the qualified archaeologist concerning the proposed archaeologist techniques and/or strategies for the Project. Additional details regarding the role of the project archaeologist and their coordination with the Luiseño Native American monitor can be found in MM-CUL-1 in Section V. Cultural Resources/Paleontological Resources of the IS/MND. TRIBAL-6: Collection of Tribal Cultural Resources. The avoidance and/or preservation of the significant tribal cultural resource and/or unique archaeological resource must first be considered and evaluated as required by CEQA. Significant tribal cultural resources that are discovered during construction will be left in situ, if feasible. Where any significant tribal cultural resources and/or unique archaeological resources have been discovered and avoidance and/or preservation measures are deemed to be infeasible by the city, then a research design and data recovery program to mitigate impacts shall be prepared by the qualified archaeologist (using professional archaeological methods), in consultation with a Luiseño Native American monitor and shall be subject to approval by the city. When the archaeologist collects such resources, a Luiseño Native American monitor must be present during any testing or cataloging of those resources. If the archaeologist does not collect the tribal cultural resources that are unearthed during the ground disturbing activities, the Luiseño Native American monitor may, at their discretion, collect said resources and provide them to the San Luis Rey Band of Mission Indians, or another Luiseño Native American Band, for dignified and respectful treatment in accordance with their cultural and spiritual traditions. In addition, the Project will retain the an option to include an on-site reburial in a protected area (i.e. open space easement or conservation area) to avoid impacts from future development and/or maintenance projects. This option, if necessary and feasible, would be determined in the research design and data recovery program and executed at the discretion of the qualified archaeologist in consultation with the Luiseño Native American monitor. TRIBAL-10 Monitoring Report. Prior to the release of the grading bond, a monitoring report and/or evaluation report, if appropriate, which describes the results, analysis and conclusions of the monitoring program shall be submitted by the archaeologist, along with the Luiseño Native American monitor’s notes and comments, to the City of Carlsbad for February 3, 2020 3-3 Initial Study/Mitigated Negative Declaration approval. Said report shall be subject to confidentiality as an exception to the Public Records Act and will not be available for public distribution. Upon request, Luiseno Native American Tribes will be provided with the monitoring report and/or evaluation report once approved by the City of Carlsbad. February 3, 2020 4-1 Initial Study/Mitigated Negative Declaration 4.0 Mitigation Monitoring and Reporting Program This Mitigation Monitoring and Reporting Program (MMRP) was developed as a vehicle for monitoring mitigation measures outlined in the IS/MND. As the lead agency, the city is responsible for implementing the MMRP, which has been prepared in conformance with Section 21081.6 of the California Public Resources Code. The MMRP consists of mitigation measures that avoid, reduce, and/or fully mitigate potential environmental impacts. The mitigation measures have been identified and recommended through preparation of the Mitigated Negative Declaration and drafted to meet the requirements of California Public Resources Code, Section 21081.6. The MMRP below includes minor edits to mitigation measures as detailed above. Edits are depicted with revision marks (underline for new text, strikeout for deleted text). Explanation of Headings Type = Project, ongoing, cumulative. Monitoring Dept. = Department, or Agency, responsible for monitoring a particular mitigation measure. Shown on Plans = When mitigation measure is shown on plans, this column will be initialed and dated. Verified Implementation = When mitigation measure has been implemented, this column will be initialed and dated. Remarks = Area for describing status of ongoing mitigation measure, or for other information. Legend PLN Planning Division ENG Land Development Engineering Division BLDG Building Division Page 1 of 9 Mitigation Monitoring and Reporting Program PROJECT NAME: Fire Station 2, City of Carlsbad PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station 2 Temporary Location) APPROVAL DATE/RESOLUTION NUMBER(S): The following environmental mitigation measures were incorporated into the Conditions of Approval for this project in order to mitigate identified environmental impacts to a level of insignificance. A completed and signed checklist for each mitigation measure indicates that this mitigation measure has been complied with and implemented, and fulfills the City’s monitoring requirements with respect to Assembly Bill 3180 (Public Resources Code Section 21081.6). MITIGATION MEASURE Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks BIO-1 BIO-1: Pre-Construction Nesting Bird Monitoring. The city shall retain a qualified biologist to perform pre-construction nesting bird surveys if vegetation disturbance is scheduled to occur during the bird breeding season (between January 15 and September 15). The nesting bird surveys shall occur no more than 72 hours prior to vegetation disturbance. If nesting birds are found, the biologist shall establish an adequate buffer zone based on a species-by-species, case-by-case basis, in accordance with city policies and guidelines. Pre-Construction City PROJECT NAME: Fire Station 2, City of Carlsbad PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporary Location) Mitigation Monitoring and Reporting Program Page 2 of 9 MITIGATION MEASURE Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks CUL-1 CUL-1: Archeological Monitoring. The city shall retain a qualified archaeologist to monitor ground-disturbing construction activities that would have a reasonable likelihood to disturb areas of archaeological sensitivity. If archaeological material is identified at any point of construction, work in that location shall be diverted, and the qualified archaeologist shall evaluate the nature and significance of the find. The qualified archaeologist would also be responsible for coordinating with the Luiseño Native American monitor, as described in greater detail in the Tribal Cultural Resources section. The qualified archaeologist would attend the pre-construction meeting with the Luiseño Native American monitor and both monitors would have joint authority to divert and/or halt construction activities in the unlikely case that sensitive cultural resources are encountered. Prior to the release of the grading bond, the archaeologist will work with the Luiseño Native American monitor to submit a monitoring and/or evaluation report, if appropriate, which describes the results, analysis, and conclusion of the monitoring program. During Construction City CUL-2 CUL-2: Incidental Discovery of Human Remains. If human remains are encountered during construction, no further disturbance shall occur until the county medical examiner has been notified and has made the necessary findings as to origin. Further, pursuant to California Public Resources Code Section 5097.98(b) remains shall be left in place and free from During Construction City PROJECT NAME: Fire Station 2, City of Carlsbad PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporary Location) Mitigation Monitoring and Reporting Program Page 3 of 9 MITIGATION MEASURE Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks disturbance until a final decision as to the treatment and disposition has been made. PALEO-1 PALEO-1: Paleontological Monitoring. A qualified paleontologist shall be retained during construction activities that would have a reasonable likelihood to disturb areas of high paleontological sensitivity. No monitoring is required for excavations in artificial fill with no paleontological sensitivity. If paleontological resources are encountered during construction, the paleontological monitor shall have the authority to temporarily redirect construction away from the area of the find to assess its significance. If paleontological resources are encountered when the qualified paleontologist is not present, work in the immediate area of the find shall be redirected and the paleontologist would be contacted to assess the find for significance. If determined to be significant, the fossil shall be collected from the field. Collected resources shall be prepared to the point of identification, identified to the lowest taxonomic level possible, cataloged, and curated into the permanent collections of a museum repository. During Construction City NOISE-1 NOISE-1: Construction Noise. The following mitigation measures shall be implemented. a) Construction activities shall adhere to the City Municipal Code 8.48.010, which restricts operation of equipment or performance of construction after 6:00 p.m. on any day, and During Construction City PROJECT NAME: Fire Station 2, City of Carlsbad PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporary Location) Mitigation Monitoring and Reporting Program Page 4 of 9 MITIGATION MEASURE Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks before 7:00 a.m., Monday through Friday and before 8:00 a.m. on Saturday; all day on Sunday; and on any federal holiday. b) Construction equipment shall be properly maintained and equipped with noise-reduction intake and exhaust mufflers, in accordance with manufacturers’ recommendations. c) Construction equipment staging areas shall be located at the furthest distance possible from nearby noise-sensitive land uses. NOISE-2 NOISE-2: Siren Delay at Dove Library temporary site. Fire Department staff shall delay their engine checks until after 9:00 AM, and in the event of an emergency call, shall delay siren activation for both the fire engine and ambulance, until entering El Camino Real. There may be occasional situations where siren activation will be necessary on Dove Lane for public safety, but Fire Department protocol will be to delay siren activation until they reach El Camino Real. During Construction City TRIBAL-1 TRIBAL–1: Native American Monitoring. A Luiseño Native American monitor shall be present during all ground disturbing activities. Ground disturbing activities may include, but are not be limited to, archaeological studies, geotechnical investigations, clearing, grubbing, trenching, excavation, preparation for utilities and other infrastructure, and grading activities. During Construction City PROJECT NAME: Fire Station 2, City of Carlsbad PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporary Location) Mitigation Monitoring and Reporting Program Page 5 of 9 MITIGATION MEASURE Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks TRIBAL-2 TRIBAL-2: Native American Artifacts Uncovered. Any and all uncovered artifacts of Luiseño Native American cultural importance shall be returned to the San Luis Rey Band of Mission Indians, and/or the Most Likely Descendant, if applicable, shall be left in situ if feasible, and not be curated, unless ordered to do so by a federal agency or a court of competent jurisdiction. If leaving in site is not feasible and reburial at another location is necessary, the San Luis Rey Band of Mission Indians, and/or the Most Likely Descendant, if applicable, shall be engaged in the decision-making process. During Construction City TRIBAL-3 TRIBAL-3: Preconstruction Meeting. The Luiseño Native American monitor shall be present at the Project’s preconstruction meeting to consult with grading and excavation contractors concerning excavation schedules and safety issues, as well as to consult with the qualified archaeologist concerning the proposed archaeologist techniques and/or strategies for the Project. Additional details regarding the role of the project archaeologist and their coordination with the Luiseño Native American monitor can be found in MM-CUL-1 in the Cultural Resources/Paleontological Resources section of the IS/MND. Construction Phase Preconstruction Meeting City TRIBAL-4 TRIBAL-4: Temporary Divert and/or Halt Construction Activities. Luiseño Native American monitors and archaeological monitors shall have joint authority to temporarily divert and/or halt construction activities. If tribal cultural resources are discovered during construction, all earth-moving activity within and around the During Construction City PROJECT NAME: Fire Station 2, City of Carlsbad PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporary Location) Mitigation Monitoring and Reporting Program Page 6 of 9 MITIGATION MEASURE Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks immediate discovery area must be diverted until the Luiseño Native American monitor and the archaeologist can assess the nature and significance of the find. TRIBAL-5 TRIBAL-5: Data Recovery Plan. If a significant tribal cultural resource(s) and/or unique archaeological resource(s) are discovered during ground-disturbing activities for the Project, the San Luis Rey Band of Mission Indians, or another Luiseño Native American Band, shall be notified and consulted regarding the respectful and dignified treatment of those resources. Pursuant to California Public Resources Code Section 21083.2(b) avoidance is the preferred method of preservation for archaeological and tribal cultural resources. If, however, the Applicant is able to demonstrate that avoidance of a significant and/or unique cultural resource is infeasible and a data recovery plan is authorized by the City of Carlsbad as the lead agency, the San Luis Rey Band of Mission Indians, or another Luiseño Native American Band, shall be consulted regarding the drafting and finalization of any such recovery plan. During Construction City TRIBAL-6 TRIBAL-6: Collection of Tribal Cultural Resources. The avoidance and/or preservation of the significant tribal cultural resource and/or unique archaeological resource must first be considered and evaluated as required by CEQA. Significant tribal cultural resources that are discovered during construction will be left in situ, if feasible. Where any significant tribal cultural resources and/or unique archaeological resources have been discovered and avoidance During Construction City PROJECT NAME: Fire Station 2, City of Carlsbad PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporary Location) Mitigation Monitoring and Reporting Program Page 7 of 9 MITIGATION MEASURE Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks and/or preservation measures are deemed to be infeasible by the city, then a research design and data recovery program to mitigate impacts shall be prepared by the qualified archaeologist (using professional archaeological methods), in consultation with a Luiseño Native American monitor and shall be subject to approval by the city. When the archaeologist collects such resources, a Luiseño Native American monitor must be present during any testing or cataloging of those resources. If the archaeologist does not collect the tribal cultural resources that are unearthed during the ground disturbing activities, the Luiseño Native American monitor may, at their discretion, collect said resources and provide them to the San Luis Rey Band of Mission Indians, or another Luiseño Native American Band, for dignified and respectful treatment in accordance with their cultural and spiritual traditions. In addition, the Project will retain the an option to include an on-site reburial in a protected area (i.e. open space easement or conservation area) to avoid impacts from future development and/or maintenance projects. This option, if necessary and feasible, would be determined in the research design and data recovery program and executed at the PROJECT NAME: Fire Station 2, City of Carlsbad PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporary Location) Mitigation Monitoring and Reporting Program Page 8 of 9 MITIGATION MEASURE Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks discretion of the qualified archaeologist in consultation with the Luiseño Native American monitor. TRIBAL -7 TRIBAL-7: Incidental Discovery of Human Remains. If suspected Native American human remains are encountered, California Health and Safety Code Section 7050.5(b) states that no further disturbance shall occur until the San Diego County Medical Examiner has made the necessary findings as to origin. Further, pursuant to California Public Resources Code Section 5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. Suspected Native American remains shall be examined in the field and kept in a secure location at the site. A Luiseño Native American monitor shall be present during the examination of the remains. If the San Diego County Medical Examiner determines the remains to be Native American, the NAHC must be contacted by the Medical Examiner within 24 hours. The NAHC must then immediately notify the “Most Likely Descendant” about the discovery. The Most Likely Descendant shall then make recommendations within 48 hours and engage in consultation concerning treatment of remains as provided in Public Resources Code 5097.98. During Construction City TRIBAL-8 TRIBAL-8: Imported Fill Material. In the event that fill material is imported into the Project area, the fill shall be clean of tribal cultural resources and documented as such. Commercial sources of fill material are already permitted as appropriate and will be culturally sterile. If fill material is to be utilized and/or exported from During Construction City PROJECT NAME: Fire Station 2, City of Carlsbad PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporary Location) Mitigation Monitoring and Reporting Program Page 9 of 9 MITIGATION MEASURE Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks areas within the Project site, then that fill material shall be analyzed and confirmed by an archeologist and Luiseño Native American monitor that such fill material does not contain tribal cultural resources. TRIBAL-9 TRIBAL-9: Testing of Tribal Cultural Resources. No testing, invasive or non-invasive, shall be permitted on any recovered tribal cultural resources without the written permission of the San Luis Rey Band of Mission Indians or another Luiseño Native American Band. During Construction City TRIBAL- 10 TRIBAL-10 Monitoring Report. Prior to the release of the grading bond, a monitoring report and/or evaluation report, if appropriate, which describes the results, analysis and conclusions of the monitoring program shall be submitted by the archaeologist, along with the Luiseño Native American monitor’s notes and comments, to the City of Carlsbad for approval. Said report shall be subject to confidentiality as an exception to the Public Records Act and will not be available for public distribution. Upon request, Luiseno Native American Tribes will be provided with the monitoring report and/or evaluation report once approved by the City of Carlsbad. During Construction City February 3, 2020 5-1 Initial Study/Mitigated Negative Declaration Appendix A: Draft IS/MND Initial Study/Mitigated Negative Declaration City of Carlsbad Fire Station No. 2 and Fire Station No. 2 Temporary Location November 22, 2019 Carlsbad Fire Station No. 2 & Fire Station No. 2 Temporary Location City of Carlsbad prepared for City of Carlsbad Carlsbad, California City Project Nos. Fire Station No. 2 - CUP 2018-0014 / SUP 2018-0009 / V 2018-0007 Fire Station No. 2 Temporary Location - CUP 2019-0034 / CDP 2019-0030 November 22, 2019 prepared by Burns & McDonnell Engineering Company, Inc. San Diego, California Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-1- Initial Study/Mitigated Negative Declaration TABLE OF CONTENTS Page No. PROJECT INFORMATION ...................................................................... 1-8 Project Name: .......................................................................................... 1-8 Project No: .............................................................................................. 1-8 Lead Agency: .......................................................................................... 1-8 Project Applicant: .................................................................................... 1-8 Lead Agency Contact Person:................................................................... 1-8 Project Location: ..................................................................................... 1-8 General Plan Land Use Designation: ........................................................ 1-8 Zoning: .................................................................................................... 1-9 Project Description: ................................................................................. 1-9 Environmental Setting/Surrounding Land Uses: ...................................... 1-17 Other Required Agency Approvals (i.e., permits, financing approval or participation agreements): ...................................................................... 1-17 California Native American Tribes Consultation .................................... 1-17 Previous Environmental Documentation: ................................................ 1-18 Summary of Environmental Factors Potentially Affected: ....................... 1-18 Preparation: ........................................................................................... 1-18 Determination: (to be completed by Lead Agency) ................................. 1-18 Environmental Determination: ............................................................... 1-19 Applicant Concurrence with Mitigation Measures: ................................. 1-19 EVALUATION OF ENVIRONMENTAL IMPACTS ..................................... 2-1 I. Aesthetics ................................................................................................ 2-1 A. Environmental Analysis .............................................................. 2-1 B. References ................................................................................. 2-7 II. Agricultural and Forest Resources ............................................................ 2-8 A. Environmental Analysis .............................................................. 2-8 B. References ................................................................................. 2-9 III. Air Quality ............................................................................................ 2-10 A. Environmental Analysis ............................................................ 2-10 B. References ............................................................................... 2-13 IV. Biological Resources ............................................................................. 2-14 A. Environmental Analysis ............................................................ 2-14 B. References ............................................................................... 2-16 V. Cultural Resources/Paleontological Resources ........................................ 2-17 A. Environmental Analysis ............................................................ 2-17 B. References ............................................................................... 2-18 VI. Energy ................................................................................................... 2-19 A. Environmental Analysis ............................................................ 2-19 B. References ............................................................................... 2-21 VII. Geology and Soils .................................................................................. 2-22 A. Environmental Analysis ............................................................ 2-22 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 2.0 Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-2- Initial Study/Mitigated Negative Declaration B. References ............................................................................... 2-28 VIII. Greenhouse Gas Emissions .................................................................... 2-29 A. Environmental Analysis ............................................................ 2-29 B. References ............................................................................... 2-31 IX. Hazards and Hazardous Materials ........................................................... 2-32 A. Environmental Analysis ............................................................ 2-32 B. References ............................................................................... 2-36 X. Hydrology and Water Quality ................................................................ 2-38 A. Environmental Analysis ............................................................ 2-38 B. References ............................................................................... 2-42 XI. Land Use and Planning .......................................................................... 2-43 A. Environmental Analysis ............................................................ 2-43 B. References ............................................................................... 2-50 XII. Mineral Resources ................................................................................. 2-51 A. Environmental Analysis ............................................................ 2-51 B. References ............................................................................... 2-51 XIII. Noise ..................................................................................................... 2-52 A. Environmental Analysis ............................................................ 2-52 B. References ............................................................................... 2-58 XIV. Population and Housing ......................................................................... 2-59 A. Environmental Analysis ............................................................ 2-59 B. References ............................................................................... 2-59 XV. Public Services ...................................................................................... 2-60 A. Environmental Analysis ............................................................ 2-60 B. References ............................................................................... 2-62 XVI. Recreation ............................................................................................. 2-63 A. Environmental Analysis ............................................................ 2-63 B. References ............................................................................... 2-63 XVII. Transportation ....................................................................................... 2-64 A. Environmental Analysis ............................................................ 2-64 B. References ............................................................................... 2-68 XVIII. Tribal Cultural Resources ....................................................................... 2-69 A. Environmental Analysis ............................................................ 2-69 B. References ............................................................................... 2-72 XIX. Utilities and Service Systems ................................................................. 2-73 A. Environmental Analysis ............................................................ 2-73 B. References ............................................................................... 2-75 XX. Wildfire ................................................................................................. 2-76 A. Environmental Analysis ............................................................ 2-76 B. References ............................................................................... 2-78 XXI. Mandatory Findings of Significance ....................................................... 2-79 A. Environmental Analysis ............................................................ 2-79 List of Mitigation Measures .............................................................................. 2-81 Earlier Analyses and Supporting Information Sources ....................................... 2-85 Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-3- Initial Study/Mitigated Negative Declaration LIST OF TABLES Page No. Table 1-1: Phase and Equipment List for Project Construction ..................................... 1-11 Table 2-1: Project Construction Emissions ................................................................... 2-12 Table 2-2: Estimated Noise Levels by Construction Phases .......................................... 2-55 Table 2-3: List of Mitigation Measures ........................................................................ 2-81 LIST OF FIGURES Figure 1-1: Project Vicinity ......................................................................................... 1-12 Figure 1-2: Project Location ........................................................................................ 1-13 Figure 1-3: Temporary Fire Station at Dove Library..................................................... 1-16 Figure 2-1: Fault Locations.......................................................................................... 2-24 Figure 2-2: Existing Noise Contours for the City of Carlsbad ....................................... 2-53 LIST OF APPENDICES Appendix A: Preliminary Conceptual Plan ................................................................... 2-86 Appendix B: Air Quality Emission Calculations ........................................................... 2-87 Appendix C: Confidential Cultural Resources Assessment ........................................... 2-88 Appendix D: Paleontological Resources Assessment .................................................... 2-89 Appendix E: Ninyo & Moore Hazardous Building Materials Survey ............................. 2-90 Appendix F: Noise Study for Demolition and Construction of Fire Station No. 2 .......... 2-91 Appendix G: Traffic Impact Study ............................................................................... 2-92 Appendix H: Tribal Consultation ................................................................................. 2-93 Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-4- Initial Study/Mitigated Negative Declaration LIST OF ABBREVIATIONS Abbreviation Term/Phrase/Name ACM asbestos-containing material ADT average daily trip ALUCP Airport Land Use Compatibility Plan APCD Air Pollution Control District BMPs Best Management Practices Burns & McDonnell Burns & McDonnell Engineering Company, Inc. CAAQS California Ambient Air Quality Standards CalEEMod CAL FIRE California Emissions Estimator Model® California Department of Forestry and Fire Protection CALGreen CAP California Green Building Standards Climate Action Plan CARB California Air Resources Board CBC California Building Code CDFW California Department of Fish and Wildlife CDP CEQA Coastal Development Permit California Environmental Quality Act CFC chlorofluorocarbon CFMP Community Forest Management Plan CH₄ methane CMC Carlsbad Municipal Code CMP Congestion Management Program Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-5- Initial Study/Mitigated Negative Declaration Abbreviation Term/Phrase/Name CMWD Carlsbad Municipal Water District CNEL Community Noise Equivalent Level CO carbon monoxide CO₂ carbon dioxide CO₂e carbon dioxide equivalent COCs contaminants of concern CUPA Certified Unified Program Agency CUP Conditional Use Permit dBA A-weighted decibel DEH Department of Environmental Health DOC California Department of Conservation DTSC Department of Toxic Substances Control EIR Environmental Impact Report EPA Environmental Protection Agency EWA Encinitas Wastewater Authority FEIR Final Environmental Impact Report FEMA Federal Emergency Management Agency FMMP Farmland Mapping and Monitoring Program ft² square feet GHG greenhouse gas HFC hydrofluorocarbon HMD Hazardous Materials Division Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-6- Initial Study/Mitigated Negative Declaration Abbreviation Term/Phrase/Name HMP Habitat Management Plan IS/MND Initial Study/ Mitigated Negative Declaration LCS lead-containing surface LED Light-emitting diode LOS level of service LRA local responsibility area LUST Leaking Underground Storage Tank MBTA Migratory Bird Treaty Act MMLOS multi-modal level of service MT metric tons N₂O nitrous oxide NAAQS National Ambient Air Quality Standards NAHC Native American Heritage Commission No. Number NO₂ nitrogen dioxide NOx oxides of nitrogen NPDES National Pollutant Discharge Elimination System NRCS Natural Resources Conservation Service O₃ ozone PDP Priority Development Project PFC perfluorocarbon PM particulate matter Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-7- Initial Study/Mitigated Negative Declaration Abbreviation Term/Phrase/Name RAQS Regional Air Quality Standards SANDAG San Diego Association of Governments SCIC South Coastal Information Center SDAB San Diego Air Basin SDNHM San Diego Natural History Museum SDRWQCB San Diego Regional Water Quality Control Board SF₆ sulfur hexafluoride SO₂ sulfur dioxide SRA state responsibility area SWPPP Storm Water Pollution Prevention Plan SWQMP Storm Water Quality Management Plan USDA U.S. Department of Agriculture USFWS U.S. Fish and Wildlife Service UST Underground Storage Tank UWR Universal Waste Rule VOCs Volatile organic compounds Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-8- Initial Study/Mitigated Negative Declaration Project Information Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location Project Nos: City of Carlsbad Project Nos. CUP 2018-0014 / SUP 2018-0009 / V 2018-0007 (City of Carlsbad permits for proposed Fire Station No. 2; permits for the Dove Library temporary location are City of Carlsbad Project Nos. CUP 2019-0034 and CDP 2019-0030 Lead Agency: City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 Project Applicant: Steve Stewart, Municipal Projects Manager Public Works Department City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 Steven.Stewart@carlsbadca.gov 760-602-7543 Lead Agency Contact Person: Pam Drew, Associate Planner Planning Division City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 Pam.Drew@carlsbadca.gov 760-602-4644 Project Locations: Fire Station No. 2 site (permanent facility, also referred to as the Project site throughout this document): 1906 Arenal Road, Carlsbad, California 92009 Dove Library (temporary site): 1775 Dove Lane, Carlsbad, California 92011 General Plan Land Use Designation: The Project site is designated as R-4, Residential 0-4 du/ac in the City of Carlsbad General Plan Land Use Map (February 2017), an area intended to be developed with 0 to 4 dwelling units per acre. This site is also within the La Costa Master Plan area. The master plan identifies the Project 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-9- Initial Study/Mitigated Negative Declaration site as a fire station and refers to the Zoning Ordinance for applicable standards. The Dove Library temporary site is designated L, Local Shopping Center General Plan. Zoning: The Project site is zoned as One Family Residential (R-1). The Dove Library temporary site has a zoning designation of Local Shopping Center (C-L). In the R-1 and C-L zones, fire stations are a conditionally permitted use. Detailed discussions regarding consistency with land use plans and zoning are included in Section XI. Land Use and Planning. Project Description: Project Overview The City of Carlsbad (city) proposes to demolish the existing fire station located at 1906 Arenal Road, Carlsbad, and construct a new fire station at the same location. Prior to demolition, a temporary fire station is planned to begin operation at the Dove Library, less than one mile north, and remain in use until completion of the new station in 2022 (Project) (Figure 1-1 and Figure 1-2). The new permanent station will meet the operational needs, goals, and policies of the City of Carlsbad Fire Department and the city. The new station would be 10,782 square feet (ft2) and would be constructed on 0.42 acre in the same location as the existing station. The new station would be a two-story facility replacing the existing single-story station with the new height of the building at 32 feet. Existing Setting and Project Background The existing fire station was built in 1969 on the corner of Arenal Road and ECR in the City of Carlsbad. Originally built to accommodate one full-time firefighter, the station now houses five firefighters and requires substantial upgrades to fulfill the needs and objectives of the City of Carlsbad Fire Department. The existing building does not meet current seismicity, building, or fire codes; the garage is too small to fit modern emergency response vehicles and equipment; and the building lacks accommodations for a mix of male and female firefighters. In November 2016, city voters approved Measure O, which authorized expenditure of general fund money to rebuild the existing fire station. The new fire station will be built in accordance with current building codes, increase operational efficiency, and will better accommodate assigned staff and emergency response vehicles and equipment. Project Description Details Proposed Fire Station (Permanent Facility) The Project will accommodate five firefighters and one captain on duty per 24-hour shift, year- round. The new facility will be two stories and will include dormitories, a kitchen, dining area, bathrooms, a common area, laundry facilities, storage, weight room, office spaces, and one large garage that will store emergency response vehicles and equipment. 1.8 1.9 Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-10- Initial Study/Mitigated Negative Declaration Additionally, site improvements would include grading, new concrete foundation, emergency vehicle ingress and egress, two new driveways on ECR (ECR), staff parking, trash enclosure, emergency generator, public parking with three electric vehicle charging stations, and rooftop solar panels. Water, sewer, electricity, and natural gas connections already exist at the site to accommodate the new facility. The new facility would be enclosed by block walls and gates. Due to grade changes, wall heights would vary from approximately five to nine feet; however, except where adjacent to Arenal Road, the wall would be no greater than six feet when viewed from outside the fire station, such as along ECR and the three residences bordering the fire station to the east and north. The block wall would reduce the amount of noise from the fire station during operation and provide security and screening. Furthermore, a six-foot tall wrought iron gate is proposed along the south property boundary along Arenal Road. A conceptual site plan for the new fire station is provided in Appendix A. All improvements would be constructed to meet the city’s building and engineering standards, and all needed discretionary permits (e.g., conditional use permit) would be obtained for the Project, including approval of a Special Use Permit—Scenic Preservation Overlay and a Variance from the city. Minor adjustments to the conceptual plan may occur during finalization of Project design, while adhering to entitlement conditions. Implementation of the Project would achieve a variety of sustainability goals aimed to reduce environmental impacts, optimize performance, lower energy and operating costs, conserve resources, and increase occupant satisfaction and productivity. These sustainability design measures are in line with the City of Carlsbad Council Policy No. 71, Energy Conservation and Management, the city’s General Plan Sustainability Element, and the city’s Climate Action Plan (CAP), including applicable 2019 ordinances to implement CAP measures regarding electric vehicles, energy conservation, solar photovoltaic and water heating. The new facility would be built to achieve Silver Leadership in Energy and Environmental Design (LEED) standards or the equivalent per City Council Policy No. 71 and would include installation of solar panels and electric vehicle charging stations. Carlsbad Council Policy 71 Paragraph 2 Construction of Civic Facilities, Subparagraph a, states: “Whenever practicable and within a reasonable cost/benefit ratio, design and construct mechanical and electrical systems to achieve the maximum energy efficiency achievable with current technology.” The design for this Project incorporates the use of new Title 24 (California Building Standards Code) compliant heating, ventilation, and air conditioning equipment and light-emitting diode (LED) lighting fixtures to optimize electrical energy efficiency. Construction Description Site preparation would begin with the removal of flatwork, vegetation, utility lines, asphalt, concrete, existing building structure and other debris/material from areas to be graded. Excavation Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-11- Initial Study/Mitigated Negative Declaration would extend six to eight feet below grade, with a maximum depth of 10 feet below grade, to accommodate building foundations. The new station is anticipated to be supported on conventional shallow concrete foundations with an interior concrete slab-on-grade floor (Ninyo & Moore 2017). Construction staging would occur on the Project site for the duration of construction. The maximum number of construction personnel onsite at any one time would be approximately 25 workers during periods of peak construction activity. Up to five passenger vehicles can be accommodated onsite for construction staff parking during construction and street parking is available on Arenal Road east and west of ECR. Project construction would be approximately 12 to 18 months in duration, and demolition of the existing fire station building is targeted for Spring/Summer 2021. The Project would be operational by 2022. Table 1-1 identifies the number and type of equipment to be used during each phase of the Project construction. Table 1-1: Phase and Equipment List for Project Construction Phase Equipment (one each) Demolition/earthwork Compactor, excavator, grader, haul truck, loader, water truck Underground utilities Excavator, haul truck, loader, water truck Foundations Concrete mixer truck, excavator Framing contractor Crane, forklift, scissor lifts Electrical Crane, forklift Plumbing Forklift HVAC Crane, forklift Roofing Crane, forklift, scissor lift Interior finishing Forklift Paving Haul truck, paver Exterior concrete Concrete mixer truck, paver Landscaping Excavator, loader, water truck COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC.Source: ESRI; Burns & McDonnell Engineering Company, Inc Issued: 3/20/2018Path: Z:\Clients\ENS\CityCarlsbad\104503_FireStation2\Studies\Geospatial\DataFiles\ArcDocs\Figure1_1_ProjectLocation.mxd gacox 3/20/2018NORTH 0 12 246 Miles ^_Project Location Mexico Cleveland National Forest Cleveland National Forest ¨§¦15 ST78 ST78 ST78 ¨§¦8ST94 ¨§¦5 ST56 ST52Pacific Ocean IndioIndio PowayPoway HemetHemet VistaVista SanteeSantee La MesaLa Mesa El CajonEl Cajon TemeculaTemecula CarlsbadCarlsbad EncinitasEncinitas San MarcosSan Marcos Palm SpringsPalm Springs National CityNational City Cathedral CityCathedral City EscondidoEscondido OceansideOceanside Chula VistaChula Vista SanSanDiegoDiego S a n D i e g oS a n D i e g oC o u n t yC o u n t y R i v e r s i d eR i v e r s i d eC o u n t yC o u n t y O r a n g eO r a n g eC o u n t yC o u n t y I m p e r i a l C o u n t yI m p e r i a l C o u n t y Anza-Borrego Desert State Park San Bernardino National Forest Cleveland National Forest ¨§¦8 ¨§¦15 ¨§¦5 ¨§¦10 ¨§¦805 ¨§¦10 ¨§¦15 ¨§¦5 ¨§¦805 ¨§¦215 ST111 ST371 ST94 ST74 ST86 ST79 ST905 ST79 ST74 ST111 ST79 ST74 ST111 ST74 ST86 Figure 1-1 Project Vicinity Fire Station No. 2 City of Carlsbad San Diego County, California Locator Map 11 l . ' 0 // 1 ~ 0 ..., ~ ~ \\ 1/ /1 \\ ~ , J• f J ~BURNS "-.M~DONNELL.:" 0 ;( '[ ls, I ii \ I ~. I Dove Library temporary site X 8 "' C) ~ E .i':' ·c ·c:; >I t, Q) ·e 0..1 NI N ~ :, C) ii: '§ 0 0 fe ~ ..Q1 ii: ~ 9 "iii ~ :rJ Q) Sl <I) Q) 'o :, ~ E t5C9 _£gzw CJ) W.c ~:J(5 IW-8Z~ ~60 ~'ilc =c ~~ 2 0(j . ·1 -----~.;.;1.,,. .... __ .. JQ (/) ~ .. ii~ * Project Location ~o~ WN~ 0 500 'iii @U C I-a3 .!!1I"' c3 ('.)...J -:-:ii'.a, ':'l >-.!.! . Company, Inc £ o..O 2: II Engineering "' a, & McDonne o.. U(J) Source: ESRI; Burns 1,000 San Figure 1-2_ Project Location Fire Station No. 2 . f Carlsbad . City o t California Diego Coun Y, Issued: 3/20/2018 Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-14- Initial Study/Mitigated Negative Declaration The current Project site on Arenal Road and ECR is served by the City of Carlsbad Fire Department District 2, according to Figure 6-9 of the city’s General Plan (2015). During the construction of the new station, the same level of firefighting services would be provided from the Dove Library temporary site (Figure 1-3). A description of the Dove Library temporary site and construction methods follows below. Dove Library Temporary Site Description During construction, existing fire services would be relocated to a portion of the Dove Library parking lot on the northern side of the library. The library is located at 1775 Dove Lane, less than a mile north of the existing station and within District 2 (Figure 1-3). All necessary permits would be obtained for the Dove Library temporary site including a Conditional Use Permit (CUP), a Coastal Development Permit (CDP), and a building construction permit. The Dove Library temporary site would consist of a large tent for the emergency response vehicles and approximately a large portable trailer to accommodate Fire Department staff. The tent, portable trailer, and staff parking area would be fenced completely and green-screened (green-screening material on chain-link fence) for site security and appearance. The Dove Library temporary site would take approximately three weeks to set up. Electrical service to the portable trailer would be provided by a temporary power pole served by the transformer for the library, and potable water service would be provided via connection to Library utility services. Weekly sanitary services would be provided by a third- party vendor for the trailer. Parking for library staff, which primarily occurs on the south side of the library building closest to the library entrance from Dove Lane, would not be impacted due to the temporary use of a portion of the north parking lot by Fire Department staff, trailer, equipment, and driveway space. Of the 68 spaces on this side of the building, 49 would be temporarily removed to accommodate the Dove Library temporary site. Limited replacement parking would be available on Dove Lane and elsewhere in the library parking lot, including south of the library, where employees currently park. Further, two to three of the accessible parking stalls (ADA compliant) in this area would not be available during temporary use of the parking lot; however, the city would temporarily locate two to four new accessible spaces to the library’s east parking lot to continue meeting patron demand for accessible parking. In anticipation of special events at the library, staff would work with the city’s Transportation Department to relax portions of the parking restrictions on Dove Lane northwest of the shopping center entrance closest to ECR while maintaining transitions to and from the adjacent bike lanes along Dove Lane west to ECR. Implementation of the Dove Library temporary site will not impact bicycle facilities along Dove Lane. The Library & Cultural Arts Director has reviewed the intended rearrangement and reduction of library parking and does not anticipate an adverse impact on patrons’ use of the library during regular operations or special events during operation of the temporary fire station. Fire truck and ambulance access in and out of the parking lot portion on the north side of the Dove Library would be accommodated by constructing a new two-way temporary driveway on Dove Lane (Figure 1-3) located northwest of the current library entrance off Dove Lane. This separate driveway would serve fire truck and ambulance access and help minimize traffic impacts to library access, parking, and pedestrian pathways. To construct the temporary driveway, the existing Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-15- Initial Study/Mitigated Negative Declaration sidewalk and landscaping would be removed and graded to minimize the elevation change between the parking lot and the street. An asphalt patch would serve in place of the sidewalk, so pedestrian use of the sidewalk would continue. Upon completion of Fire Station No. 2 construction and upon relocation of Fire Department staff back to the new station, the sidewalk, landscaping, trailer, fencing, and all other temporary improvements would be removed, and the parking lot and surroundings would be restored to their pre-existing condition at Dove Library. Use of the Dove Library temporary site is expected between spring 2021 and summer/fall 2022. Construction is currently expected to be complete by summer/fall 2022. Service Layer Credits: COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC.Source: Google Earth (2016); Burns & McDonnell Engineering Company, Inc Issued: 8/23/2018Path: Z:\Clients\ENS\CityCarlsbad\104503_FireStation2\Studies\Geospatial\DataFiles\ArcDocs\Figure_1_3_PublicLibrary.mxd gacox 8/23/2018NORTH 0 30 60 Scale in Feet DDDDDDDDDDDDDDDDDDDDDD DDD DD D D D D D D D D D D D D D D D D D D D D D D DDDDDDArea of sidewalk andlandscaping to be removed and replacedTent structure forone fire truck Fenced perimeter withdriveway gate Driveway Public parking Staff parking Two double-wide trailersfor living quarters Figure 1-3Temporary Fire Station atDove Library, CarlsbadCity of Carlsbad San Diego County, California Do v e L a n eBl a c k S kim m er D r DD D DD DPerimeter Fence Landscaping Removal Parking Fire Truck (Tent Structure) Living Quarters (Trailers) Carlsbad City Library ^_ OceansideOceanside Pacific Ocean ^_Fire Station #2 Carlsbad City Library VistaVista CarlsbadCarlsbad EncinitasEncinitas San San MarcosMarcos¨§¦5 ST78 CJ ~ ~BURNS _ '-.'-.M~DONNELL: Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -1-17- Initial Study/Mitigated Negative Declaration Environmental Setting/Surrounding Land Uses: The City of Carlsbad is located on the coast of the Pacific Ocean in the northwest area of San Diego County. The city is bounded by the City of Oceanside to the north, the cities of San Marcos and Vista to the east, and the City of Encinitas to the south. The northern portion of the city abuts Highway 78 and Buena Vista Lagoon, which creates the boundary between the cities of Carlsbad and Oceanside. Similarly, Batiquitos Lagoon, along the city’s southern edge, acts as a boundary between the cities of Carlsbad and Encinitas (City of Carlsbad General Plan, 2015). The existing station is on the northeast corner of ECR and Arenal Road. Residential areas surround the existing fire station to the north, east, and west, and the Omni La Costa Resort and Spa is located south of the station. Open space, as designated by the City of Carlsbad General Plan, is located southwest of the Project and across ECR. The open space encompasses Batiquitos Lagoon and its surrounding preserve and is designated an existing hardline preserve by the city’s Habitat Management Plan (HMP). The Dove Library temporary site is located about 600 feet northwest of ECR, near the library’s Dove Lane entrance. Residential, commercial, and open space surround the library. Other Required Agency Approvals (i.e., permits, financing approval or participation agreements): The new fire station would disturb approximately 0.42 acre of developed land. Due to the station’s proximity to Batiquitos Lagoon, the Project would be required to prepare a Tier 2 Storm Water Pollution Prevention Plan (SWPPP) in conformance with city standards. A CUP, Variance, and Special Use Permit are city-required discretionary permits for the Project as described in detail in Section XI. Land Use and Planning. Construction of the Project is not anticipated to trigger any other required agency approvals. The Dove Library temporary site is not expected to require other agency approvals except for a CUP and a CDP issued by the city’s Planning Commission. California Native American Tribes Consultation a. Have California Native American Tribes traditionally and culturally affiliated with the project area requested consultation pursuant to public resources code section 21080.3.1? ☒ Yes ☐ No b. If so, is there a plan for consultation that includes, for example, the determination of significance of impacts to tribal cultural resources, procedures regarding confidentiality, etc.? ☒ Yes ☐ No 1.10 1.11 1.12 Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location 1.13 Previous Environmental Documentation: Technical studies have been developed for the construction of the new Project. These technical studies and reports include a traffic study, noise study, geotechnical evaluation, cultural and .paleontological reports, hazardous building materials survey, and air quality modeling. No previous environmental impact studies have been conducted prior to this Initial Study and Mitigated Negative Declaration (IS/MND). 1.14 Summary of Environmental Factors Potentially Affected: A California Environmental Quality Act (CEQA) analysis of this Project has determined that the Project could have a significant environmental effect in the following areas: Biological Resources, Cultural/Paleontological Resources, Geology and Soils, Noise, and Tribal Cultural Resources. The Dove Library temporary site could have a significant environmental effect in temporary noise. With implementation of the proposed Mitigation Measures, the Project, including the Dove Library temporary site, would not result in any Significant Impacts. The following chapter supports a Mitigated Negative Declaration for the development of the Project and Dove Library temporary site. D Aesthetics □ Greenhouse Gas Emissions D Agriculture & Forestry Resources D Hazards/Haza,·dous Materials D Air Quality D Hydrology/Water Quality IZI Biological Resources D Land Use & Planning IZI Cultural □ Mineral Resources Resourccs/Palcontological Resources D Energy IZI Noise IZI Geology/Soils □ Population & Housing 1.15 Preparation: D Public Services □ Recreation D Transportation IZI Tribal Cultural Resources □ Utilities/Service Systems □ Wildfire IZI Mandato,·y Findings of Significance The Initial Study/Mitigated Negative Declaration for the subject Project was prepared by: e z:) PW //-2S--/ 9 Pam Drew, Associate Planner, City of Carlsbad Date 1.16 Determination: (to be completed by Lead Agency) On the basis of this initial evaluation: □ I find that the proposed Project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. November 22, 2019 -1-18-Initial Study/Mitigated Negative Declaration Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-1- Initial Study Evaluation of Environmental Impacts I. Aesthetics A. Environmental Analysis Except as provided in Public Resources Code Section 21099, would the project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Have a substantial adverse effect on a scenic vista? ☐ ☐ ☒ ☐ b) Substantially damage scenic resources, including but not limited to, trees, rock outcroppings, and historic buildings within a State scenic highway? ☐ ☐ ☒ ☐ c) In non-urbanized areas, substantially degrade the existing visual character or quality of public views of the site and its surroundings? (Public views are those that are experienced from publicly accessible vantage point). If the project is in an urbanized area, would the project conflict with applicable zoning and other regulations governing scenic quality? ☐ ☐ ☒ ☐ d) Create a new source of substantial light and glare, which would adversely affect day or nighttime views in the area? ☐ ☐ ☒ ☐ a) Less than Significant Impact. The Project is situated in the southeast part of the city along Arenal Road, with primarily residential and commercial neighboring land uses. The residential areas in closest proximity to the Project site are located on the north and east property lines. Additional residential areas are located across ECR, approximately 150 feet west of the Project site. The Omni La Costa Resort & Spa, a large golf, hotel, and spa complex, is situated south of the Project. The Project site is currently developed with an existing single-story fire station that would be demolished and replaced with a new two-story fire station. The residences surrounding the Project site do not currently have a view of Batiquitos Lagoon or any other scenic vistas. The ECR roadway corridor is considered a scenic roadway—areas adjacent to the roadway provides rolling hillsides and diverse views. All properties with frontage along ECR are in a Scenic Preservation Overlay Zone. To retain the existing character of the scenic zone, the city has adopted the ECR Corridor Development Standards. These standards divide the ECR 2.0 Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-2- Initial Study corridor into five different areas with specific standards and requirements for each area. The Project would be subject to the ECR Corridor Development Standards Area 5, which has a design theme of Old California/Hispanic architectural elements. The intent and purpose of these standards is to maintain and enhance the appearance of the ECR roadway area. These standards reflect the existence of certain identified characteristics which the city considers worthy of preservation. The Design Guidelines (part of the ECR Corridor Development Standards) puts an emphasis on retaining the natural topography to avoid creating more “visible” development along the roadway and concentrating commercial and office uses along and near major intersections. As discussed in detail in Section XI. Land Use and Planning, the Project seeks relief from certain provisions of the ECR Corridor Development Standards and the Zoning Ordinance, including provisions regarding maximum building and wall height, setbacks, and parking. Through a deviation process contained in Section V. of the ECR Corridor Development Standards, relief from certain requirements of those standards is proposed due to site constraints and to create a facility that meets modern fire-fighting needs. For the ECR Corridor Development Standards specifically, deviations are sought for the fire station building setback along ECR, perimeter wall height and setback, parking setbacks, and access. An exemption (addressed through the CUP) is proposed to address Zoning Ordinance inconsistencies in setbacks, building and wall height and parking, as detailed in Section XI. Though the Project does not meet all ECR Corridor Development Standards, it maintains compliance with the intent of those standards by not substantially changing the composition or visual character of the existing scenic roadway. For example, by incorporating elements of old California/Hispanic architectural style, the proposed fire station maintains compliance with the design theme established by the ECR Corridor Development Standards Area 5 and blends in with the design of the adjacent Omni La Costa Resort and Spa. The new station would have old California/Hispanic architectural style details including: • simple white plaster walls • traditional terracotta tile walls that form the base and entries to the fire station • entry tower • heavy wood timber trellises and wood siding accents • grid framed punched windows • native drought tolerant landscape palette Further, the Project’s building height (which complies with the ECR Corridor Development Standards, but not the Zoning Ordinance, as discussed in Section XI) and minimal cut and fill grading meet the ECR Corridor Development Standards. Landscaping along the Project perimeter would soften the appearance of the building and wall that encroach into the setback. The block wall would be painted white to match the adjacent Old California style walls located at the Omni La Costa Resort and Spa. The Project would maintain the scenic quality objectives of the standards and therefore would be consistent with the intent of the ECR Scenic Preservation Overlay Zone (Carlsbad Municipal Code [CMC] Chapter 21.40). Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-3- Initial Study The ECR Corridor Development Standards, in Section II., Design Guidelines, state, “intersections and access points shall be minimized along the corridor.” Though not a part of the development standards, the city has treated this requirement as an applicable development standard for the Project, particularly since the Project has two limited access (exit only) driveways proposed directly onto ECR to accommodate the fire station uses. Presently, the existing fire station has no access onto ECR. The two proposed driveways onto ECR have been reviewed and approved by the city’s Transportation and Engineering Departments as discussed further in Section XVII. Transportation. Views of, and through, the Project site from adjacent residential areas on Arenal Road, Estrella De Mar Road, and ECR would be temporarily affected during Project construction. The temporary presence of construction-related equipment and vehicles would not constitute a substantial adverse effect on a scenic vista or roadway. Construction work would be temporary and highly localized. Furthermore, completion of a two-story fire station would not substantially change a scenic vista or roadway and would generally conform to the ECR Corridor Development Standards. Increasing the height of the station from one to two stories would not significantly affect the vistas of the homes along the north and northeastern perimeter of the station as they are all one-story homes and any potential vistas are currently blocked by the existing one-story station. Therefore, the impact would be Less than Significant. There are no scenic vistas identified at or around the Dove Library. As such, temporary use of the parking lot for the temporary fire station would not pose a substantial adverse effect on a scenic vista and is considered Less than Significant. b) Less than Significant Impact. No highways in the city are included on the California Department of Transportation (Caltrans) list of officially designated scenic highways. The entire segment of Interstate-5 (I-5) that runs through San Diego County is considered an Eligible State Scenic Highway (Caltrans, 2016), but I-5 is located approximately two miles west of the Project site and the Dove Library temporary site and is not visible from either location. No natural scenic resources or rock outcroppings that can be classified as unique or significant are on the Project site due to the urbanized nature of the site and the surrounding area (City of Carlsbad, 2015). The Project would remove up to 10 ornamental trees, but these trees would be replaced by approved tree species in accordance with local guidelines and policies. The city approved an updated Carlsbad Community Forest Management Plan in 2019 to establish standards and guidelines primarily for city-managed landscapes, including tree planting within the city rights-of-way (City of Carlsbad, 2019). The City of Carlsbad Landscape Manual, dated February 2016, outlines the city’s policies, programs, and requirements for landscaping and includes guidance for implementation of Carlsbad Municipal Code Chapter 18.50—Water Efficient Landscape Ordinance. The Project would be required to adhere to policies designated in the Community Forest Management Plan (2019) and the City of Carlsbad Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-4- Initial Study Landscape Manual (2016) such that impacts resulting from tree removal and planting would be Less than Significant. The Project would not substantially damage historic buildings. The existing fire station was built in 1969, but it does not meet the criteria for designation as a historical resource (LSA, 2018), as discussed further in Section V. Cultural Resources/Paleontological Resources. No historic buildings are near the Project site. Because no substantial damage to State Scenic Highways, scenic trees, rock outcroppings, or historic buildings are anticipated within or near the Project site, the impact would be Less than Significant. The Dove Library temporary site would remove some ornamental vegetation to create a driveway for trucks and would require a green fence-like barrier for security, but the temporary station would not damage trees, rock outcroppings, historic buildings, or any such scenic resource within a State Scenic Highway and is therefore considered Less than Significant. c) Less than Significant Impact. The Project site and Dove Library temporary site are located in urbanized areas; therefore, this discussion analyzes potential visual impacts with respect to applicable zoning regulations. The short-term construction phase would temporarily impact the visual character and quality of the site by introducing construction activity and equipment. Construction is anticipated to last 12 to 18 months and includes the use of excavators, loaders, graders, haul trucks, water trucks, forklifts, cranes, and pavers. Visibility of the Project site includes adjacent residential areas on Arenal Road and Estrella De Mar Road, as well as travelers along ECR. Construction activities would not constitute a substantial degradation of the visual character of the neighborhood because they are temporary. During construction, the Project would have a Less than Significant Impact on the visual character and quality of the site and its surroundings. Once constructed, the addition of a second story would make the fire station building taller than the existing fire station (two stories rather than a single-level building). The building design would conform with the old California/Hispanic style appearance required by the city’s ECR Corridor Development Standards, which is in line with the visual character of the surrounding community. Two new, limited access driveways would be placed along ECR, north of the Arenal intersection and would be designed in conformance with the city’s Engineering Department Design Standards as discussed further in Section XVII. Transportation. The proposed driveways would not significantly impair visual qualities of neighborhoods or of the ECR corridor. Furthermore, the flat roofs and parapet walls allow for (while also screening from view) new technology, such as the proposed photovoltaic panels, designed to comply with the city’s Climate Action Plan (CAP). The Project would include landscaping and a wall for security along the west, north, and east perimeters between the station’s property boundary, ECR, and the adjacent residential area. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-5- Initial Study Given the grade variation on-site, the perimeter security wall would vary in height between five and nine feet. However, the wall would be limited to six feet tall as viewed from offsite due to grade variation between the site and surrounding area (refer to Section XI. Land Use and Planning, for details). Landscaping would conform to the visual character of the site and its surroundings. Although two trees would have to be removed along ECR for the driveways, additional trees and landscaping are proposed along the perimeter wall. Trees are also proposed on the property within the side- and rear-yard setbacks and within the employee parking area, which would shield part of the two-story structure from the adjacent residential houses. The new block wall along the north and east perimeter would be substantially similar in height to the existing wall/fence (as viewed from the backyards of adjacent homes along Estrella De Mar) and would not conflict with the existing community visual character. Most design components of the new building, landscaping, and grading comply with the ECR Development Standards. Deviations from the Standards are needed for setbacks along ECR. However, a perimeter wall and landscaping are proposed and thus the visual character and quality of the site and its surroundings would not be subject to substantial degradation along the ECR corridor and the Project would have a Less than Significant Impact. The appearance of the temporary fire station at the Dove Library would consist of a large tent for the fire truck and ambulance and one portable trailer to accommodate Fire Department staff. The tent, portable trailer, and staff parking area would be fenced completely with a chain-link fence, which would include green-screening material for site security and appearance. Use of the green-screening material on the chain-link fence would visually block the site’s interior, the tent, and portable trailer. The tent and portable trailer would comply with the height and setback requirements of the C-L Zone. The tent and portable trailer are expected to be approximately 21 feet above ground height and the maximum building height in the C-L zone is 35 feet above ground. Once the new station is constructed the temporary fire station and related improvements would be removed and the affected area returned to its pre-existing condition. The Dove Library temporary site would not substantially degrade the visual character or quality of the site and its surroundings and are considered Less than Significant. d) Less than Significant Impact. The Project would not create a new source of substantial light that would adversely affect daytime or nighttime views in the area. Lighting already exists in the Project area due to streetlights, security lighting in the existing parking lot, and surrounding residential and commercial development. The streetlights at the intersection of Arenal Road and ECR would remain unchanged by the Project; however, the traffic signal for the south-bound traffic on ECR would be relocated approximately 75 feet to the north to allow space for fire apparatus to safely enter/exit the new station. Any exterior lighting during construction and operations would be positioned downward to minimize light spillage off-site. Temporary and permanent lighting sources would be screened or shielded to direct light downward and limit light onto adjacent properties. In addition, construction is anticipated to occur during daylight hours. The Project would avoid the use of unusually high lighting fixtures. Appropriate building and construction materials would be used to prevent glare from adversely affecting motorists on nearby roadways or disturbing nearby residential areas. In addition, compliance with General Plan policies and the city’s Habitat Management Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-6- Initial Study Plan (HMP) Adjacency Standards related to lighting, including use of low-pressure sodium or equivalent illumination, would result in Less than Significant impacts relative to lighting and glare. Exterior lighting at the Dove Library temporary site would be provided by existing parking lot lighting and lighting from trailer interiors would be screened by perimeter fence green- screen; therefore, lighting impacts are considered Less than Significant. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-7- Initial Study B. References Caltrans. 2016. “San Diego County State Scenic Highways.” Available at: http://www.dot.ca.gov/hq/LandArch/16_livability/scenic_highways. Accessed: February 6, 2018. City of Carlsbad. 2015. City of Carlsbad Final Environmental Impact Report. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp. Accessed: February 6, 2018. City of Carlsbad. 2019. Carlsbad Community Forest Management Plan. City of Carlsbad. 1984. ECR Corridor Development Standards. Available at: http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=24734. City of Carlsbad. 2016. Landscape Manual – Policies and Requirements. LSA Associates, Inc. 2018. Cultural Resources Assessment, Fire Station No. 2. City of Carlsbad, CA. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-8- Initial Study II. Agricultural and Forest Resources A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) 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? ☐ ☐ ☐ ☒ b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? ☐ ☐ ☐ ☒ c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section 12220(g)), or timberland (as defined by Public Resources Code section 4526), or timberland zoned Timberland Production (as defined by Government Code section 51104(g))? ☐ ☐ ☐ ☒ d) Result in the loss of forest land or conversion of forest land to non-forest use? ☐ ☐ ☐ ☒ e) Involve other changes in the existing environment, which, due to their location or nature, could result in conversion of Farmland to non-agricultural use or conversion of forest land to non-forest use? ☐ ☐ ☐ ☒ a) No Impact. The California Department of Conservation (DOC) administers many programs, including those established in the Williamson Act, designed to preserve and sustainably manage the conversion of agricultural land. The DOC Farmland Mapping and Monitoring Program (FMMP) compiles important farmland maps pursuant to the provisions of Section 65570 of the California Government Code. The FMMP was established in 1982 to continue the Important Farmland mapping efforts begun in 1975 by the U.S. Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS). The FMMP creates maps used to analyze impacts to agricultural resources in the State of California. Land is rated and categorized based on physical and chemical soil properties, land use, and irrigation status. For the purposes of CEQA review, Important Farmland can be Prime Farmland, Farmland of Statewide Importance, Unique Farmland, Farmland of Local Importance, or Grazing Land. The Project site is in an area that is designated as Urban and Built-Up according to the FMMP (CDC, 2016). The closest designated agricultural land is an area approximately 2,500 feet west of the Project site. The closest Prime Farmland is four miles northwest of the Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-9- Initial Study Project site. The Project site is not designated as Prime Farmland, Unique Farmland, or Farmland of Statewide Importance; therefore, No Impact would occur from construction of the Project. The Dove Library temporary site would be constructed on a paved parking lot at the Dove Library, which is currently used for non-agricultural uses. The Dove Library temporary site is not designated as Prime Farmland, Unique Farmland, or Farmland of Statewide Importance; therefore, No Impact would occur from temporary use of Dove Library parking lot. b) No Impact. The Project site is designated as Urban and Built-Up land and does not contain viable farmland. There are no Williamson Act contracts on the Project site. Therefore, No Impacts to land with existing zoning for agricultural use or a Williamson Act contract would occur from construction of the Project. The Dove Library parking lot does not contain viable farmland. There are no Williamson Act contracts on the temporary site. Therefore, No Impacts to land with existing zoning for agricultural use or a Williamson Act contract would occur from temporary use of the Dove Library parking lot. c) No Impact. Both the Project site and the Dove Library temporary site are not zoned as forest land, timberland, or timberland zoned Timberland Production. The construction of the Project and temporary use of the Dove Library parking lot would not cause the rezoning of any of these lands; therefore, No Impact would occur. d) No Impact. No forest land exists on the Project site or Dove Library temporary site. Neither the Project site nor the Dove Library temporary site are zoned as agricultural or forest land and the Project would not result in conversion to non-forest use. Therefore, No Impact would occur from construction of the Project or use of the Dove Library parking lot. e) No Impact. Construction of the Project and temporary use of the Dove Library parking lot would not involve changes to the existing environment that would result in the conversion of Farmland to non-agricultural use or conversion of forest land to non-forest use. No Impact would occur. B. References California Department of Conservation (CDC). 2016. “California Important Farmland Map”. Available at: http://www.conservation.ca.gov/dlrp/fmmp. Accessed: February 6, 2018. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-10- Initial Study III. Air Quality A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Conflict with or obstruct implementation of the applicable air quality plan? ☐ ☐ ☒ ☐ b) Result in a cumulatively considerable net increase of any criteria pollutant for which the Project region is in non-attainment under an applicable federal or state ambient air quality standard? ☐ ☐ ☒ ☐ c) Expose sensitive receptors to substantial pollutant concentrations? ☐ ☐ ☒ ☐ d) Result in other emissions (such as those leading to odors) adversely affecting a substantial number of people? ☐ ☐ ☒ ☐ a) Less than Significant Impact. An area is designated in attainment when it complies with the National Ambient Air Quality Standards (NAAQS) (federal) and California Ambient Air Quality Standards (CAAQS) (state). These standards are set by the U.S. Environmental Protection Agency (EPA) or the California Air Resources Board (CARB) for the maximum level of a given air pollutant that can exist in the outdoor air without adverse effects on human health or public welfare. The criteria pollutants of primary concern considered in an air quality assessment include ozone (O3), nitrogen dioxide (NO2), carbon monoxide (CO), sulfur dioxide (SO2), particulate matter (PM10 and PM2.5), lead, and toxic air contaminants. Volatile organic compounds (VOCs) and oxides of nitrogen (NOx) are precursors to the formation of ground-level O3. The Project is located within the San Diego Air Basin (SDAB). The SDAB is designated by the EPA as an attainment area for the 1997 8-hour NAAQS for O3 and as a marginal nonattainment area for the 2008 8-hour NAAQS for O3. The SDAB was designated in attainment for all other criteria pollutants under the NAAQS except for PM10, which was deemed unclassifiable. Under the CAAQS, the SDAB is currently designated as nonattainment for O3 and PM10 and PM2.5. It is designated as in attainment under the CAAQS for CO, NO2, SO2, lead, and sulfates (City of Carlsbad, 2015b). The violations of NAAQS in the SDAB, particularly for O3, require development of a plan outlining pollution controls to improve air quality. Air quality management in San Diego Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-11- Initial Study County is a shared responsibility among several agencies pursuant to state and federal laws. Locally, the San Diego County Air Pollution Control District (APCD) is entrusted with regulating stationary (fixed) sources of air pollution, including power plants, manufacturing and industrial facilities, stationary internal combustion engines, gas stations, landfills, and solvent cleaning and surface coating operations. Accordingly, the emission control measures identified in the Regional Air Quality Standards (RAQS) focus on stationary sources while CARB is responsible for the regulation of mobile emission sources within the state (APCD, 2016). The RAQS outlines the APCD’s plans and regulatory control measures designed to attain state air quality standards for O3. The RAQS, which was adopted by the San Diego APCD Board in 1992, is updated every three years, with the most recent revision prepared in December 2016. The Project will demonstrate compliance with the CAP and City of Carlsbad Policy No. 71. Greenhouse Gas (GHG) emissions from the Project and compliance with CAP ordinances are discussed in Section VIII. Greenhouse Gas Emissions. During construction, the Project would not be classified as a stationary source of emissions and is therefore not in conflict with the RAQS. All emissions from Project construction would be from fugitive dust emissions and operation of construction equipment. All mobile equipment shall meet the applicable requirements of CARB’s Diesel Off-Road, Truck and Bus, and Large Spark Ignition regulations. Additionally, the construction emissions and operational emissions from the Project are substantially below the screening levels established by the APCD Daily Threshold, and subsequently would not violate ambient air quality standards or applicable air quality plans. As a result, impacts are expected to be Less than Significant. Use of the Dove Library temporary site would generate very little dust during site setup as the area is already paved. During operation of the temporary site one fire truck and one ambulance would be in operation. The operational use emissions of the temporary fire service location would likely be equal to or very similar in magnitude to the current operational emissions. Therefore, no significant change in operational emissions would occur during or after the construction of the new station. Emissions from the Dove Library temporary site would not conflict or obstruct implementation of air quality plans and are therefore considered Less than Significant. b) Less than Significant Impact. The SDAB is currently in nonattainment for O3 and suspended fine particulates. The Project’s construction emissions are below all APCD district daily thresholds (Appendix B). The California Emissions Estimator Model® (CalEEMod) is a statewide land use emissions computer model designed to provide a uniform platform for government agencies, land use planners, and environmental professionals to quantify potential criteria pollutant and GHG emissions associated with construction from a variety of land use projects. The model is a comprehensive tool for quantifying air quality impacts from land use projects located throughout California. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-12- Initial Study The CalEEMod was used to estimate construction emissions from the Project. The assumptions used to perform these calculations are provided in Appendix B. As shown in Table 2-1, construction emissions are below all APCD construction emission thresholds. Construction emissions associated with the Project would be short-term. Therefore, according to the CEQA Guidelines Section 15130, the Project’s contribution to the cumulative impact is considered de minimis, and impacts would be Less than Significant. The operational use emissions of the Dove Library temporary site would likely be equal to or very similar in magnitude to current operational emissions. Therefore, no significant change in operational emissions would occur during or after the reconstruction of Fire Station No. 2 and impacts would be Less than Significant. Table 2-1: Project Construction Emissions Emissions (pounds per day)a ROG NOx CO SO2 PM10 Total PM2.5 Total 2019 2.53 27.30 14.97 0.05 1.71 1.01 2020 11.63 24.87 17.13 0.05 1.96 1.05 Maximum 11.63 27.30 17.13 0.05 1.96 1.05 APCD Daily Thresholdsb 137 250 550 250 100 55 Exceed APCD Thresholds? No No No No No No (a) ROG = reactive organic gases; NOx = nitrogen oxides; CO = carbon monoxide; SO2 = sulfur dioxide; particulate matter less than or equal to 10 microns in diameter (PM10); particulate matter less than or equal to 2.5 microns in diameter (PM2.5) (b) APCD = San Diego County Air Pollution Control District c) Less than Significant Impact. Residences are located along the northeastern side of the Project site, approximately 48 feet from the new station. No other sensitive receptors (e.g., schools or hospitals) are within 0.25 mile of the new station. As noted above, the Project would not result in substantial pollutant emissions or concentrations during construction or operation. Therefore, impacts to sensitive receptors would be Less than Significant. Temporary use of the Dove Library parking lot would not expose sensitive receptors to substantial pollutant concentrations. There are residential houses adjacent to the Dove Library temporary site; however, only one emergency response vehicle and one ambulance are proposed, the use of which would not produce substantial pollutant emissions or concentrations. Therefore, impacts would be Less than Significant. d) Less than Significant Impact. Operation of construction equipment could generate fumes at the Project site and at the Dove Library temporary site. However, such exposures would be short-term and/or transient, as they would occur during the construction phase only. Therefore, impacts from objectionable odors would be Less than Significant. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-13- Initial Study B. References APCD. December 2016. 2016 Revision of the Regional Air Quality Strategy (RAQS) for San Diego County. City of Carlsbad. 2010. “Community Vision.” Available at: http://www.carlsbadca.gov/residents/vision.asp. City of Carlsbad. 2015a. Climate Action Plan (CAP). Available at: http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=29361. City of Carlsbad. 2015b. General Plan & Climate Action Plan, Final Environmental Impact Report SCH #2011011004. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-14- Initial Study IV. Biological Resources A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) 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 California Department of Fish and Game or U.S. Fish and Wildlife Service? ☐ ☐ ☒ ☐ b) Have a substantial adverse effect on any riparian, aquatic or wetland habitat or other sensitive natural community identified in local or regional plans, policies, or regulations or by California Department of Fish and Game or U.S. Fish and Wildlife Service? ☐ ☐ ☐ ☒ c) 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? ☐ ☐ ☐ ☒ d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? ☐ ☒ ☐ ☐ e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? ☐ ☐ ☒ ☐ f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? ☐ ☐ ☐ ☒ a) Less than Significant Impact. The city approved the HMP for Natural Communities in the City of Carlsbad in 2004 as a comprehensive program to protect sensitive biological resources citywide. The Project site is developed and does not support any special status species or sensitive wildlife habitats. However, the Project site is near Batiquitos Lagoon, an area identified as a core wildlife zone in the city’s HMP. Batiquitos Lagoon is an estuarine system that supports a variety of sensitive plant and animal species, as well as foraging habitat for raptors. Despite the proximity to Batiquitos Lagoon, the Project would not have a Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-15- Initial Study substantial effect on any species identified as a candidate, sensitive or special status species in local or regional plans, policies, or regulations, or identified by California Department of Fish and Wildlife (CDFW) or U.S. Fish and Wildlife Service (USFWS). All construction activities would occur on the existing developed Project site and would not impact sensitive biological resources in the surrounding areas. Therefore, impacts on the Project site would be Less than Significant. The Dove Library temporary site is already paved and located in a developed commercial and residential area. No special-status species, sensitive natural communities, or protected water features exist on the temporary site. Therefore, the Dove Library temporary site would have a Less than Significant impact on biological resources. b) No Impact. There is no riparian, aquatic or wetland habitat or any other sensitive natural community identified in local or regional plans, policies, or regulations or by CDFW or USFWS on the Project site or the Dove Library temporary site. The entire Project site is designated as urban and disturbed land, as shown on the vegetation map in the city’s HMP (City of Carlsbad, 2004). Sensitive vegetation communities exist in Batiquitos Lagoon in the Project vicinity, but the Project site and the Dove Library temporary site would not have a substantial adverse effect on those communities. Therefore, there would be No Impact. c) No Impact. The Project site is developed as an existing fire station. No federally protected wetlands as defined by Section 404 of the Clean Water Act exist on the Project site or the Dove Library temporary site. The Project would not have any direct or indirect impact on federally protected wetlands; therefore, there would be No Impact. d) Less than Significant Impact with Mitigation Incorporated. As stated in previous responses, the Project site and the Dove Library temporary site are developed and do not support any special status species or sensitive wildlife habitats. Neither site is located within a core linkage area as defined by the city’s HMP (City of Carlsbad, 2004) and neither site has been identified as a migratory wildlife corridor. Although there are no sensitive wildlife habitats on either site, bird species protected by the Migratory Bird Treaty Act (MBTA) may nest in trees that would be removed prior to or during construction (no trees would be removed at the Dove Library temporary site). With the implementation of mitigation measure BIO-1, the city would retain a qualified biologist to perform pre-construction nesting bird surveys if vegetation disturbance is scheduled to occur during the bird breeding season (between January 15 and September 15). The biologist would implement the policies and guidance outlined in the city’s Guidelines for Biological Studies (2008). Therefore, potential impacts would be Less than Significant with Mitigation. BIO-1: Pre-Construction Nesting Bird Monitoring. The city shall retain a qualified biologist to perform pre-construction nesting bird surveys if vegetation disturbance is scheduled to occur during the bird breeding season (between January 15 and September 15). The nesting bird surveys shall occur no more than 72 hours prior to vegetation disturbance. If nesting birds are found, the biologist shall establish an adequate buffer zone based on a species-by-species, case-by-case basis, in accordance with city policies and guidelines. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-16- Initial Study e) Less than Significant Impact. The city approved an updated Community Forest Management Plan (CFMP) in 2019 to establish guidelines for tree planting within the city’s rights-of-way. To comply with these guidelines, any trees that would be removed during construction would be replaced by approved tree species designated in the CFMP (2019) and the City of Carlsbad Landscape Manual (2016). Replacement trees would be selected to maintain community identity and character. The Dove Library temporary site is located within the Coastal Zone as defined by the California Coastal Commission, therefore the temporary site would require a Coastal Development Permit and compliance with the City of Carlsbad Local Coastal Program (2017). Since the Dove Library temporary site is already developed and proposed facilities would not interfere with LCP policies regarding protection of natural resources, among others, findings to grant the permit and demonstrate program compliance can be made. The Project would not conflict with any other local policies or ordinances protecting biological resources; therefore, impacts are considered Less than Significant. f) No Impact. The Project site and the Dove Library temporary site are already developed, and construction and operation at both locations would not conflict with any provisions of the city’s HMP or any other local, regional, or state habitat conservation plan. The Project site and the Dove Library temporary site are designated as an urban, disturbed area in the city’s HMP. The Project and the Dove Library temporary site are not located in a biological core area or linkage area identified in the HMP. The Project and Dove Library temporary site would not conflict with any provisions of the city’s HMP or any other local, regional, or state habitat conservation plan or natural community conservation plan. Therefore, there would be No Impact. B. References City of Carlsbad. 2004. Habitat Management Plan for Natural Communities in the City of Carlsbad City of Carlsbad. 2019. Community Forest Management Plan City of Carlsbad. 2008. Guidelines for Biological Studies City of Carlsbad. 2016. Landscape Manual – Policies and Requirements City of Carlsbad. 2017. Local Coastal Program. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-17- Initial Study V. Cultural Resources/Paleontological Resources A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Cause a substantial adverse change in the significance of a historical resource as defined in §15064.5? ☐ ☐ ☒ ☐ b) Cause a substantial adverse change in the significance of an archeological resource pursuant to §15064.5? ☐ ☒ ☐ ☐ c) Disturb any human remains, including those interred outside of dedicated cemeteries? ☐ ☒ ☐ ☐ a) Less than Significant Impact. A Cultural Resources Assessment was prepared for the Project by LSA Associates, Inc., dated March 23, 2018 (Appendix C- Confidential Cultural Resources Assessment) and is the basis for the discussion in this section. The assessment included a records search of the Project vicinity at the South Coastal Information Center (SCIC), a sacred lands file search with the Native American Heritage Commission (NAHC), and a summary report. The assessment determined that no historical resources are on the Project site as defined in Section 15064.5 of the CEQA Guidelines. The existing fire station was built in 1969 but does not meet the criteria to be designated as a historical resource. No other historical resources exist on the Project site. The Dove Library temporary site is located in a parking lot and would not involve demolition or alteration of any structures, therefore historical resources would not be subject to impacts and no further analysis related to historical resources is warranted for the Dove Library temporary site. The construction of the Project would not impact any historical resources; therefore, impacts are considered Less than Significant. b) Less than Significant with Mitigation Incorporated. A geotechnical evaluation prepared for the Project by Ninyo & Moore, dated October 18, 2017, indicates the subsurface of the Project site consists of artificial fill, old alluvial floodplain deposits, and materials of the Santiago Formation. Artificial fill is the dominant material found at the ground surface and extends to depths of approximately 10 feet, where it is underlain by the Santiago Formation and alluvial flood plain deposits. This fill material was likely brought in when the original fire station was constructed in 1969 and the previously disturbed nature of the Project area suggests a low likelihood of encountering buried intact cultural deposits (Appendix C). The SCIC records search found one previously recorded cultural resource (CA-SDI-609) on the Project site. The cultural resource CA-SDI-609 was recorded in 1959 and consisted of Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-18- Initial Study midden soil deposits, shell fragments, and lithic artifacts. These observations predate the construction of the existing fire station in 1969 and the replacement of native soil on the Project site with fill material. Most construction activities would only affect previously disturbed materials and artificial fill at depths of six to eight feet. Excavation activities could potentially extend beneath the fill material, disturbing native soils and exposing unknown archeological resources. However, this potential impact would be reduced to a Less than Significant level with implementation of mitigation measure CUL-1. For the Dove Library temporary site, excavation would be limited to sidewalk and landscape removal and restoration for installation of a temporary driveway. Minor trenching to access underground utilities may be considered; however, it is not anticipated. Due to the limited area of disturbance and the location on previously developed/paved areas, impacts to cultural resources at the Dove Library temporary site are not anticipated and are therefore considered Less than Significant. CUL-1: Archeological Monitoring. The city shall retain a qualified archaeologist to monitor ground-disturbing construction activities that would have a reasonable likelihood to disturb areas of archaeological sensitivity. If archaeological material is identified at any point of construction, work in that location shall be diverted, and the qualified archaeologist shall evaluate the nature and significance of the find. c) Less than Significant with Mitigation Incorporated. The records search did not indicate that there are any human remains known to exist on the Project or Dove Library temporary site. However, there exists a low potential for human remains to be inadvertently discovered during ground-disturbing construction activities. This potential impact would be reduced to a Less than Significant level with the implementation of mitigation measure CUL-2. CUL-2: Incidental Discovery of Human Remains. If human remains are encountered during construction, no further disturbance shall occur until the county medical examiner has been notified and has made the necessary findings as to origin. Further, pursuant to California Public Resources Code Section 5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. B. References LSA Associates, Inc. 2018. Cultural Resources Assessment for the Carlsbad Fire Station No. 2. Project, City of Carlsbad. LSA Associates, Inc. 2018. Paleontological Resources Assessment for the Carlsbad Fire Station No. 2. Project, City of Carlsbad. Ninyo & Moore. 2017. Geotechnical Evaluation, Fire Station No. 2. San Diego, California. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-19- Initial Study VI. Energy A. Environmental Analysis Would the project: Potentially Significant Impact Less than Significant with Mitigation Incorporated Less than Significant Impact No Impact a) Result in potentially significant environmental impact due to wasteful, inefficient, or unnecessary consumption of energy resources during project construction or operation? ☐ ☐ ☒ ☐ b) Conflict with or obstruct a state or local plan for renewable energy or energy efficiency? ☐ ☐ ☒ ☐ a) Less than Significant Impact. The following analysis addresses the Project’s electricity, natural gas, and transportation fuel usage for both construction and permanent operations. During Project construction, energy would be consumed in the form of electricity to power certain activities and equipment, and in the form of petroleum-based fuels for vehicle and equipment use. This energy demand would be temporary, limited, and would cease upon completion of construction. Construction activities are not anticipated to involve consumption of natural gas. During site clearing, excavation, and construction phases at the Project site and the Dove Library temporary site, diesel fuel would be consumed by heavy-duty equipment for the purposes of site clearing, grading and materials transfer. For the duration of Project construction, worker travel to and from the site would result in the consumption of vehicular unleaded gasoline fuel. Construction for the Project site and the Dove Library temporary site would be conducted in compliance with local, State, and federal regulations (e.g., limit engine idling times, require the recycling of construction debris, etc.) which would reduce short-term energy demand during the Project’s construction to the extent feasible. Therefore, construction at both the Project site and the Dove Library temporary site would not result in a wasteful or inefficient use of energy. Project operations do not involve any unusual characteristics or processes that would require the use of equipment that would be more energy intensive than is used for comparable activities at the existing fire station. In fact, the Project is designed to achieve a variety of sustainability goals aimed at lowering energy consumption during operation. These sustainability design measures are in line with the City of Carlsbad Council Policy No. 71, Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-20- Initial Study Energy Conservation and Management Policy. The Project would be built to meet Silver LEED standards and will include installation of solar panels and electric vehicle charging stations. Equipment would conform to current emissions standards and related fuel efficiencies. Furthermore, through compliance with applicable requirements and/or regulations discussed in Sections III. Air Quality and VIII. Greenhouse Gas Emissions in this MND (e.g., 2016 California Code of Regulations. Title 24, Part 6–Energy Efficiency Standards), as well as the City of Carlsbad Council Policy No. 71, Energy Conservation and Management, the city’s General Plan Sustainability Element and the city’s CAP discussed below, individual project elements (e.g., building design, HVAC equipment, etc.) would not consume energy resources in a wasteful or inefficient manner and impacts would be Less than Significant. b) Less than Significant Impact. State and local agencies regulate the use and consumption of energy through various methods and programs. Because of the passage of Assembly Bill 32 (AB 32) (the California Global Warming Solutions Act of 2006) which seeks to reduce the effects of GHG Emissions, a majority of the state regulations are intended to reduce energy use and GHG emissions. These include, among others, California Code of Regulations Title 24, Part 6–Energy Efficiency Standards, and the California Code of Regulations Title 24, Part 11– California Green Building Standards (CALGreen). At the local level, the city’s Building Department enforces the applicable requirements of the Energy Efficiency Standards and Green Building Standards in Title 24. In addition, the city adopted a CAP in 2015 (City of Carlsbad, 2015a), which identifies goals, policies and actions to reduce GHG emissions in the City of Carlsbad. The 2015 CAP is a long-range plan that sets a baseline for past and current emissions, forecasts future emissions, and establishes targets to achieve the State-recommended GHG emissions reduction of reducing GHG emissions to 1990 levels by 2020 and reducing GHG emissions to 20 percent of 1990 levels by 2050. On March 12, 2019, the Carlsbad City Council adopted ordinances to implement the CAP that are related to energy efficiency, renewable energy, alternative water heating, and electric vehicle charging infrastructure. The Project is required to comply with these ordinances. As discussed above and in the Air Quality and Greenhouse Gas Section (Sections III and VIII, respectively), the Project is consistent with the CAP and relevant local ordinances and policies. The city would implement energy efficient design elements to help meet the goals of the CAP. The Project would be designed to meet LEED Silver Standards, or the equivalent, and would include installation of solar panels on the roof of the building and the use of LED lighting. The Project would also install three electric vehicle charging stations to help meet the goals of the CAP and the City of Carlsbad Council Policy Number 71, which states in part, “…new facilities would be designed to be at least 25% more energy efficient than required by the State of California…” and that “the City of Carlsbad strives to achieve LEED “Silver” Level Certification or the equivalent for all new city facilities.” Accordingly, the Project will have a Less than Significant Impact on state or local plans for renewable energy or energy efficiency. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-21- Initial Study B. References City of Carlsbad Council Policy No. 71, Energy Conservation and Management Policy, dated June 6, 2006. Available at: http://edocs.carlsbadca.gov/HPRMWebDrawer/RecordHTML/392289, accessed June 6, 2019. City of Carlsbad. 2015a. Climate Action Plan (CAP). Available at: http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=29361. City of Carlsbad. 2015b. General Plan & Climate Action Plan, Final Environmental Impact Report SCH #2011011004. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-22- Initial Study VII. Geology and Soils A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Directly or indirectly cause potential substantial adverse effects, including the risk of loss, injury or death involving: i. 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? Refer to Division of Mines and Geology Special Publication 42. ☐ ☐ ☒ ☐ ii. Strong seismic ground shaking? ☐ ☐ ☒ ☐ iii. Seismic-related ground failure, including liquefaction? ☐ ☐ ☒ ☐ iv. Landslides? ☐ ☐ ☒ ☐ b) Result in substantial soil erosion or the loss of topsoil? ☐ ☐ ☒ ☐ c) 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? ☐ ☐ ☒ ☐ d) Be located on expansive soils, as defined in Section 1802.3.2 of the California Building Code (2007), creating substantial risks to life or property? ☐ ☐ ☒ ☐ e) 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? ☐ ☐ ☐ ☒ f) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? ☐ ☒ ☐ ☐ a.i) Less than Significant Impact. All of California is seismically active; however, the Project site and Dove Library temporary site are not located within an Alquist-Priolo Earthquake Fault Zone. Figure 3.5-2 of the City of Carlsbad General Plan Final Environmental Impact Report (FEIR), dated June 2015, illustrates that there are no known active, potentially active, or inactive faults that traverse the Project site or its vicinity. The nearest active fault is Rose Canyon Fault located offshore, approximately 5.7 miles southwest of the Project site, as shown on Figure 2-1. In the Geotechnical Evaluation performed at the Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-23- Initial Study Project site by Ninyo & Moore (2017), it was concluded that the probability of damage from surface ground rupture is considered low. Excavation at the Dove Library temporary site would be limited to minor grading and landscape removal for the purpose of putting in a temporary driveway. Therefore, a separate geotechnical evaluation for the Dove Library temporary site is not warranted. Nevertheless, as demonstrated in Figure 2-1 below, there are no known faults traversing the vicinity of the Dove Library temporary site. Therefore, impacts to the new station and Dove Library temporary site associated with the rupture of a known fault would be Less than Significant. Service Layer Credits: Esri, HERE, Garmin, © OpenStreetMap contributors, and the GIS user communitySources: Esri, USGS, NOAACOPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC.Source: USGS; California Geological Survey; ESRI; Burns & McDonnell Engineering Company, Inc Issued: 3/21/2018Path: Z:\Clients\ENS\CityCarlsbad\104503_FireStation2\Studies\Geospatial\DataFiles\ArcDocs\Figure3_Faults.mxd gacox 3/21/2018NORTH 0 25 5012.5 Miles ^_ Mexico United States ProjectLocation S a n B e r n a r d i n oS a n B e r n a r d i n oC o u n t yC o u n t y K e r nK e r nC o u n t yC o u n t y R i v e r s i d eR i v e r s i d eC o u n t yC o u n t y S a n D i e g oS a n D i e g oC o u n t yC o u n t y L o s A n g e l e sL o s A n g e l e sC o u n t yC o u n t y I m p e r i a lI m p e r i a lC o u n t yC o u n t y O r a n g eO r a n g eC o u n t yC o u n t y V e n t u r aV e n t u r aC o u n t yC o u n t y O C EA N S I D EB A K E R SAN F E L I P E C O M P TONTHRUSTSA N P E D R O B A S I N SA N C L E M E N T E BLAK E R A N C H PI P E S C A N Y O NCOYOTE LAKE R O D M A N ELS I N O R E C L E G H O R N P A S S HOLSER SA N J A C I N T O HA R P E R LOW E R E L Y S I A N P A R K T H R U S T SA N D I E G O T R O U G H LU D L O W SA N F E L I P E S AN TACRUZ-CATALINARIDGE PALO S VERDE S NE W PORT-I N G L E WOOD-ROSECANYONELS I N O R E SA N J A C I N T O LEN W O O D - L O C K H A R T CA L I C O - H I D A L G OGARLOCKSAN A N D R E A S F A U L T Z O N E SA N A N D R E A S F A U L T Z O N E HE L E N D A L E - S O U T H L O C K H A R T SAN GA B R I E L SIERRA M A D R E Figure 2-1Fault LocationsFire Station No. 2City of CarlsbadSan Diego County, California Locator Map *U.S. Geological Survey and California Geological Survey, 2006, Quaternary fault and fold database for the United States, accessed 3/21/2018, from USGS web site: http//earthquake.usgs.gov/hazards/qfaults/. [NOTE: only named faults displayed] P a c i f i cP a c i f i cO c e a nO c e a n California Quaternary Faults Historic Late Quaternary Latest Quaternary Undifferentiated Quaternary ~BURNS "-.M~DONNELL.:" ---- Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-25- Initial Study a.ii) Less than Significant Impact. Southern California is a seismically active region, and it is typical for seismic activity to result in ground shaking. Moderate to strong ground shaking could be generated by earthquakes along any of the known active faults in the region, including the Elsinore, San Jacinto, San Andreas, Rose Canyon, Coronado Bank, San Diego Trough, and San Clemente faults. However, the Project (including the Dove Library temporary site) would be designed and constructed in compliance with the city’s Building Codes and Regulations (CMC Title 18) and the California Building Code (CBC; California Code of Regulations, Title 24) regulations that minimize ground shaking impacts. The CBC includes building design standards with specific seismic engineering design measures that would mitigate impacts from seismic ground shaking. Therefore, impacts associated with strong seismic ground shaking would be Less than Significant. a.iii) Less than Significant Impact. Research and historical data have shown that loose granular soils and non-plastic silts that are saturated by a relatively shallow groundwater table are susceptible to liquefaction. According to Figure 3.5-3 of the FEIR for the city’s General Plan update (City of Carlsbad, 2015), there are no areas of liquefaction hazards on the Project site or the Dove Library temporary site. Historically, seismic shaking levels in the San Diego region, including Carlsbad, have not been sufficient enough to trigger liquefaction. The city has a low liquefaction risk; however, there are areas of the city that have a higher risk of liquefaction due to the presence of hydric soils or soils that are often saturated or characteristic of wetlands. These areas are limited to the immediate vicinity of the Buena Vista, Agua Hedionda, and Batiquitos lagoons. Construction activities and structures would adhere to the site-specific recommendations in accordance with the Geotechnical Evaluation (Ninyo & Moore, 2017) to avoid any potential impacts from ground failure, including liquefaction. The geotechnical evaluation found that due to the relatively dense nature of the formational materials underlying the Project site, the potential for liquefaction and seismically induced settlement is not a design consideration. As discussed above, rupture due to faulting at both the Project site and the Dove Library temporary site is unlikely; however, lurching or cracking of the ground surface because of nearby seismic events is possible. Because the Project would be designed and constructed in accordance with local and state building codes as well as recommendations contained in the referenced Geotechnical Evaluation, the impacts associated with seismic-related ground failure would be Less than Significant. a.iv) Less than Significant Impact. The FEIR for the city’s General Plan (City of Carlsbad, 2015) does not identify any areas in the city as susceptible to landslides. The Project site and the Dove Library temporary site are not located within a mapped landslide zone. Both the Project site and the Dove Library temporary site have relatively uniform flat topography with low vulnerability to landslides, mudslides, or rock-fall events induced by rainfall or excessive rainfall. As discussed above, the Project (including the Dove Library temporary site) would be required to comply with applicable local and state building codes, and therefore would not exacerbate the potential for landslide hazards. Therefore, the impacts associated with landslides would be Less than Significant. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-26- Initial Study b) Less than Significant Impact. Construction activities would include grading and vegetation removal that may result in soil and other raw materials being exposed. During rain events, these exposed raw materials can be carried in surface runoff increasing the amount of silt, debris, and suspended sediments that are deposited into surface water. Due to the Project’s proximity to the Batiquitos Lagoon, the Project would be required to prepare a Tier 2 SWPPP in conformance with city standards. The SWPPP would list best management practices (BMPs) to limit soil erosion from the site. Implementation of the SWPPP during the construction phase would reduce potential impacts related to erosion. The Project will incorporate permeable materials (such as permeable pavers) and will not exceed the 10,000 ft2 threshold that would qualify the Project as a Priority Development Project (PDP; City of Carlsbad, 2016). The Project includes 9,945 ft2 of impervious surface area (refer to Appendix A for detail); therefore, the Project would not be required to prepare a Stormwater Quality Management Plan (SWQMP). Once the Project is constructed, no stockpiles of soil would exist on the Project site. In addition, the Project site would be paved, developed, and vegetated so that exposed soil is limited. Implementation of BMPs and compliance with permit requirements would limit impacts associated with substantial soil erosion or the loss of topsoil to Less than Significant. There would be no major earth moving activities at the Dove Library temporary site that would trigger a SWPPP. Minor vegetation removal and grading would occur for construction of the driveway and potential trenching for utilities. All other site preparation related to the Dove Library temporary site would occur on paved surfaces; therefore, soil erosion or the loss of topsoil at the Dove Library temporary site would be Less than Significant. c) Less than Significant Impact. The Project site and Dove Library temporary site are not located in an area prone to liquefaction or landslides. The site-specific Geotechnical Evaluation (Ninyo & Moore, 2017) provided recommendations to minimize any potential impacts related to ground failure or instability at the Project site. All construction activities and structures would adhere to recommendations from the site-specific Geotechnical Evaluation to avoid problems related to instability and ground failure. All structures at the Project site and Dove Library temporary site would be constructed in conformance with applicable city Building Codes and Regulations (CMC Title 18) and the CBC. By following the recommendations contained in the referenced Geotechnical Evaluation and applicable building codes and regulations, the impacts associated with soil instability and ground failure would be Less than Significant. d) Less than Significant Impact. The Geotechnical Evaluation (Ninyo & Moore, 2017) found the subsurface to consist of artificial fill, old alluvium, and materials of the Santiago Formation. The fill and material consisted of moist, medium dense, silty and clayey sand; stiff to firm, sandy clay; dry to moist, medium dense, silty fine sand; and moist, weekly to strongly cemented, clayey and silty sandstone. Based on laboratory testing performed for the Geotechnical Evaluation, onsite materials possess a low to medium potential for expansion. All construction activities and structures would adhere to recommendations from the site- Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-27- Initial Study specific Geotechnical Evaluation, such as remedial grading to address the potentially expansive soil. The Dove Library temporary site would be situated on paved surfaces and would not expose soils with high shrink-swell capacity. Most soils in Carlsbad have low shrink-swell potential with limited susceptibility to expansion. Expansive soils tend to contain large amounts of clay and are typically located in basins or on basin rims. The soils at the Project site and at the Dove Library temporary site do not have these characteristics, and therefore potential impacts related to expansive soils would be Less than Significant. e) No Impact. No septic tanks or alternative wastewater disposal systems are proposed as part of this Project or the Dove Library temporary site. The Dove Library temporary site would be equipped with a portable lavatory that would be cleaned by a third-party professional. Therefore, construction and operation of the Project and Dove Library temporary site would have No Impact on septic tank or alternative wastewater disposal systems. f) Less than Significant with Mitigation Incorporated. A Paleontological Resources Assessment was prepared for the Project by LSA Associates, Inc., dated March 23, 2018 (Appendix D) and is the basis for the discussion in this section. The assessment included a literature review, a fossil locality search with the San Diego Natural History Museum (SDNHM), and a summary report. The fossil localities search found no known fossils within the boundaries of the Project site or the Dove Library temporary site. However, the search found six localities within the Santiago Formation within one mile of the Project site. None of these localities are in close proximity to the Dove Library temporary site. Artificial fill is the dominant subsurface material at the Project site, extending to depths of approximately 10 feet, and it has no paleontological sensitivity. However, much of that fill material is underlain by alluvial flood plain deposits and the Santiago Formation, which are both considered to have high paleontological sensitivity. Excavation activities associated with the construction of the Project that extend beyond the fill materials would have the potential to disturb materials associated with the alluvial flood plain deposits as well as the Santiago Formation. However, this potential impact would be reduced to a Less than Significant level with the implementation of mitigation measure PALEO-1. PALEO-1: Paleontological Monitoring. A qualified paleontologist shall be retained during construction activities that would have a reasonable likelihood to disturb areas of high paleontological sensitivity. No monitoring is required for excavations in artificial fill with no paleontological sensitivity. If paleontological resources are encountered during construction, the paleontological monitor shall have the authority to temporarily redirect construction away from the area of the find to assess its significance. If paleontological resources are encountered when the qualified paleontologist is not present, work in the immediate area of the find shall be redirected and the paleontologist shall be contacted to assess the find for significance. If determined to be significant, the fossil shall be collected from the field. Collected resources shall be prepared to the point of identification, identified to the lowest taxonomic level possible, cataloged, and curated into the permanent collections of a museum repository. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-28- Initial Study B. References California Department of Conservation – California Geological Survey (CGS). 2016. The Alquist-Priolo Earthquake Fault Zoning (AP) Act. Available at: http://www.conservation.ca.gov/cgs/rghm/ap. Accessed: February 2018 City of Carlsbad. 2015. General Plan & Climate Action Plan, Final Environmental Impact Report SCH #2011011004. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp. City of Carlsbad. 2016. City of Carlsbad Storm Water Standards Questionnaire. Available at: http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=22711. Accessed February 2018. CGS. 2007. Special Publication 42 Fault-Rupture Hazard Zones in California. Available at: ftp://ftp.consrv.ca.gov/pub/dmg/pubs/sp/Sp42.pdf. Accessed: February 2018. LSA Associates, Inc. 2018. Paleontological Resources Assessment, Fire Station No. 2. City of Carlsbad, CA. Ninyo & Moore. 2017. Geotechnical Evaluation, Fire Station No. 2. San Diego, California. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-29- Initial Study VIII. Greenhouse Gas Emissions A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? ☐ ☐ ☒ ☐ b) Conflict with an applicable plan, policy or regulation adopted for the purposes of reducing the emissions of greenhouse gases? ☐ ☐ ☐ ☒ a) Less than Significant Impact. Global climate change refers to changes in average climatic conditions on Earth as a whole, including temperature, wind patterns, precipitation, and storms. Global temperatures are moderated by naturally occurring atmospheric gases, including water vapor, carbon dioxide (CO2), methane (CH4), nitrous oxide (N2O), ozone (O3), and certain hydrofluorocarbons (HFCs). These GHGs allow solar radiation (sunlight) into the Earth’s atmosphere, but prevent radiative heat from escaping, thus warming the Earth’s atmosphere. The accumulation of GHGs in the atmosphere regulates the Earth’s temperature. Emissions of GHGs at greater than ambient concentrations are thought to be responsible for the enhancement of the greenhouse effect and contribute to global climate change. Global climate change impacts are by nature cumulative; direct impacts cannot be evaluated because the impacts themselves are global rather than localized impacts. California Health and Safety Code Section 38505(g) defines GHGs to include the following compounds: CO2, CH4, N2O, O3, chlorofluorocarbons (CFCs), HFCs, perfluorocarbons (PFCs), and sulfur hexafluoride (SF6). Individual GHGs have varying heat-trapping properties and atmospheric lifetimes, so GHG emissions are converted to carbon dioxide equivalent (CO2e) units for comparison. The CO2e is a consistent methodology for comparing GHG emissions because it normalizes various GHG emissions to a consistent measure. The most common GHGs associated with the Project are those primarily related to fuel combustion for construction equipment: CO2, CH4, and N2O. In September 2015, the city adopted a CAP (City of Carlsbad, 2015a) that outlines actions that the city would undertake to achieve its proportional share of state GHG emissions reductions. The CAP is a plan for the reduction of GHG emissions in accordance with CEQA Guidelines Section 15183.5. The city’s CAP is designed to reduce the city’s GHG emissions and streamline environmental review of future development projects in the city in accordance with CEQA. The CAP has been prepared concurrently with the city’s approved General Plan Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-30- Initial Study (City of Carlsbad, 2015b) and includes actions to carry out the General Plan’s goals and policies. Pursuant to CEQA Guidelines Sections 15064(h)(3), 15130(d), and 15183(b), a project’s incremental contribution to a cumulative GHG emissions effect may be determined not to be cumulatively considerable if it complies with the requirements of the CAP. The CAP created enforceable GHG reduction measures and a monitoring and reporting processes to ensure targets are met. The CAP established a screening threshold of 900 metric tons per year of carbon dioxide equivalents (MTCO2e) for new development projects in order to determine if a project would need to demonstrate consistency with the CAP through the Consistency Checklist and/or a Self-developed program. Projects that require a building permit are required to comply with applicable CAP ordinances. Compliance is evaluated through completion of the CAP Consistency Checklist. The Project will have a GHG impact of less than 900 MTCO2e and will comply through completion of the CAP Consistency Checklist. This checklist has been completed for the Project and was filed with the CUP application. The Project will demonstrate compliance with CAP ordinances approved in 2019 related to energy efficiency, renewable energy, alternative water heating, and electric vehicle charging infrastructure. In turn, this compliance establishes consistency with the applicable measures and actions of the CAP. The construction, temporary operation (at the Dove Library temporary site), and normal operation (once the Project is constructed) would not add new sources of operational GHG emissions. Implementation of the Project would include construction that would generate minor amounts of GHG emissions which would be finite and temporary (limited to the 12-18- month duration of construction). CalEEMod Version 2016.3.1 was used to quantify GHG emissions associated with construction of the Project (Appendix B). Both construction and operational GHG emissions for both the Project site and the Dove Library temporary site would be less than the screening threshold of 900 MTCO2e. In addition, the Project would build to LEED Silver Standards and would include installation of solar panels, electric vehicle charging stations, and other improvements in compliance with CAP ordinances. As a result, the Project would not contribute considerably to climate change impacts, and the Project impact is therefore Less than Significant. b) No Impact. The Project is in compliance with CAP ordinances and with City of Carlsbad Policy No. 71. The Project is also in line with the General Plan Sustainability Element’s Climate Change and GHG Policy 9-P.2, which states, “Continue efforts to decrease use of energy and fossil fuel consumption in municipal operations, including transportation, waste reduction and recycling, and efficient building design and use.” The new fire station would be equipped with solar panels, electric vehicle charging stations, and would be built to meet LEED Silver standards, or the equivalent. In addition, Project design incorporates the use of new Title 24 (California Building Standards Code) compliant heating, ventilation, and air conditioning equipment and LED lighting fixtures to optimize electrical energy efficiency. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-31- Initial Study As stated above, the CAP, adopted in 2015, outlines actions that the city will implement to achieve its proportional share of state GHG emissions reductions (City of Carlsbad, 2015a). The CAP demonstrates that adherence to applicable General Plan goals and policies, coupled with state and federal actions and execution of CAP measures and actions, will reduce city GHG emissions in alignment with state goals established by Assembly Bill 32 and Senate Bill 32, and maintain a trajectory to meet its proportional share of the 2050 state target identified in Executive Order S-3-05. The Project is consistent with applicable General Plan goals and policies (City of Carlsbad, 2015b) as well as ordinances to implement the CAP. As such, the Project would not conflict with any applicable plan, policy or regulation adopted for the purposes of reducing the emissions of greenhouse gases. There would be No Impact. B. References City of Carlsbad. 2015a. Climate Action Plan (CAP). Available at: http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=29361. City of Carlsbad. 2015b. General Plan & Climate Action Plan, Final Environmental Impact Report SCH #2011011004. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-32- Initial Study IX. Hazards and Hazardous Materials A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials? ☐ ☐ ☒ ☐ b) Create a significant hazard to the public or environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? ☐ ☐ ☒ ☐ c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? ☐ ☐ ☐ ☒ d) Be located on a site which 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 environment? ☐ ☐ ☒ ☐ e) For a project 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 for people residing or working in the project area? ☐ ☐ ☐ ☒ f) Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? ☐ ☐ ☒ ☐ g) Expose people or structures, either directly or indirectly, to a significant risk of loss, injury or death involving wildland fires? ☐ ☐ ☒ ☐ a) Less than Significant Impact. Construction activities may require the use of limited quantities of hazardous materials such as fuels, solvents, lubricating fluids, and other common construction materials. As with any construction project, there is the potential for drips, leaks, and spills to occur during operation, maintenance, and refueling of construction equipment. Demolition of the existing building may involve the handling of material containing lead and asbestos. Ninyo & Moore prepared a Hazardous Building Materials Survey (dated April 27, Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-33- Initial Study 2018) (Appendix E) of the existing building. The survey included an asbestos-containing materials (ACMs) survey, a lead-containing surfaces (LCSs) survey of materials, visual identification and quantification of building materials potentially subject to the California Department of Toxic Substances Control (DTSC) Universal Waste Rule (UWR), and other potential hazardous building materials. Based on the analytical results from this survey, ACMs, LCSs, and other potential hazardous building material are located at the Project site. Abatement in accordance with federal, state, and local regulations is required for ACMs and LCSs prior to demolition, as detailed in Appendix E. Adherence to federal, state, and local regulations for these materials (for instance, abatement and/or removal and recycling by licensed contractors prior to demolition) would reduce potential impacts to a Less than Significant level. Operation of the new station would involve the routine use, transport, and/or disposal of hazardous materials. These materials would include fuels, solvents, and lubricating fluids for fire trucks; a 96-gallon diesel tank for an emergency generator; and typical janitorial supplies (e.g., aerosols, and paint products). There is the potential for spills and leaks to occur during routine operations and maintenance. These potentially hazardous materials if mishandled, improperly stored, or improperly disposed of, could lead to localized contamination. During use of the Dove Library temporary site all hazardous materials, including janitorial supplies, would either be stored at other fire stations or off site, and therefore would be a Less than Significant impact to the public or environment through transport, use, or disposal of hazardous materials. All vehicle fueling and servicing during operation of the Dove Library temporary site would be conducted offsite. All storage, handling, transport, and disposal of potentially hazardous materials are regulated by the EPA, the DTSC, and the County of San Diego Department of Environmental Health, Hazardous Materials Division (HMD). The HMD is the designated Certified Unified Program Agency (CUPA) for San Diego County and is therefore responsible for implementing the unified hazardous waste and hazardous material management and regulatory program. Any hazardous wastes that are produced would be managed in accordance with applicable regulations. These hazardous materials are not expected to cause any substantial health or safety hazards. Therefore, potential impacts related to the routine use, transport, and disposal of hazardous materials would be Less than Significant. b) Less than Significant Impact. The reasonably foreseeable upset and accident conditions associated with this Project include potential spills and leaks of fuels, solvents, and lubricating fluids that could occur during construction and operation. However, compliance with applicable regulations for the handling and storage of hazardous materials would prevent a significant hazard to the public or the environment; therefore, impacts would be Less than Significant. Hazardous material would not be stored at the Dove Library temporary site. Therefore, No Impact would occur at the Dove Library temporary site. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-34- Initial Study c) No Impact. There are no schools within a quarter mile of the Project site. The type and amount of hazardous materials that would be used during construction would not be considered acutely hazardous, and their use would not occur for an extended period in any one area. Therefore, there would be No Impact. The Aviara Oaks Elementary school is located approximately 0.33 mile southwest from the Dove Library temporary site. This is outside of the 0.25-mile radius of CEQA. Additionally, no hazardous or acutely hazardous materials would be stored onsite; therefore, No Impact would occur. d) Less than Significant Impact. The Cortese List, Hazardous Waste and Substances Sites List, also known as the California Superfund, is a planning document used by the state and its various local agencies and developers to comply with CEQA requirements in providing information about the location of hazardous materials release sites. California Government Code section 65962.5 requires the California EPA to develop at least an annually updated Cortese List. The DTSC is responsible for a portion of the information contained in the Cortese List. Other state and local government agencies are required to provide additional hazardous material release information for the Cortese List. The list is maintained via DTSC’s Brownfields and Environmental Restoration Program, called EnviroStor. The EnviroStor database was checked as part of this analysis (CalEPA, 2018). In addition to EnviroStor, information was obtained from the online GeoTracker tool (State Water Resources Control Board, 2018). The Project site is not currently identified or listed as a hazardous materials site, and therefore, construction and operation activities should not create a significant hazard to the public or the environment. However, a Leaking Underground Storage Tank (LUST) was previously noted at the Project location. In June 1991, the site was deemed “Completed— Case Closed” as described below. Based on reports prepared by MV Environmental, Inc. [1991a, 1991b, 1991c], a leaking, 500-gallon, gasoline underground storage tank was removed from the site on March 5, 1990. Due to observed staining beneath the tank, an authorized release case was opened (H24732-001). According to the maps contained in the referenced reports, the tank was located in the driveway to the east of the existing fire station building. Subsequent work at the site included sampling and testing of contaminated soils. According to the County of San Diego Department of Environmental Health (DEH) Closure Report (1991), soil impacted with contaminants of concern (COCs) was removed from the area of the former tank and confirmation sampling indicated remaining soil was non-detect for the COCs. According to the referenced MV Environmental, Inc. reports (1991), the former underground storage tank (UST) and over-excavation area was filled with non- contaminated fill soils. The case was closed by the San Diego Department of Environmental Health on June 4, 1991. The extent of the soil removal area was anticipated to be approximately 13 feet by 12 feet and extend to a depth of approximately 9 feet (GeoTracker ID # T0607300484). Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-35- Initial Study The nearest sites identified on GeoTracker are approximately 825 feet southeast from the Project site and are closed LUST sites as of 2002 and 2003. The Omni La Costa Resort and Spa also has a permitted UST, facility ID 37-000-212002. This is consistent with Figure 3.6- 2 of the city’s 2015 FEIR. One additional Tiered Permit and Permitted UST Site is identified on this figure; the site is located approximately 1,668 feet northwest from the Project site. The next nearest Hazardous Material Sites are over 2,000 feet from the Project site. These sites are not anticipated to result in any impact related to the Project. Furthermore, properties or sites contaminated by hazardous substances are regulated at the local, state, and federal levels and are subject to compliance with stringent laws and regulations for investigation and remediation. Therefore, impacts are considered Less than Significant. The Dove Library temporary site is not located on a hazardous materials site and there would be minimal ground disturbance; therefore, the Dove Library temporary site would not cause a significant hazard to the public or environment. e) No Impact. The Project site is located approximately 2.2 miles from the McClellan-Palomar Airport and is located outside of the Airport Land Use Compatibility Plan (ALUCP) Safety Zones (Airport Land Use Commission San Diego County, amended December 1, 2011). No structures that would pose a risk to aircraft would be constructed as part of this Project. Therefore, there would be no safety hazard for people residing or working in the Project area, and No Impact would occur. The Dove Library temporary site is located approximately 1.55 miles south of the McClellan- Palomar Airport, and is outside all safety zones (McClellan-Palomar ALUCP, 2011). f) Less than Significant Impact. Construction activities would not significantly impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan. The current Project site on Arenal Road is within a residential zone and is served by, and responsible for, City of Carlsbad Fire Department District 2, according to Figure 6-9 of the city’s General Plan (2015). The Dove Library temporary site is also within District 2. The City of Carlsbad Fire Department has signed automatic aid agreements with all surrounding communities for support if additional firefighting resources are needed; therefore, impacts related to fire service adequacy in this District during this temporary period of construction would be Less than Significant and compliant with City of Carlsbad Growth Management Plan, which requires no more than 1,500 dwelling units to be outside of a 5-minute response time. Per City of Carlsbad Fire Department Directive 5, a fire engine must be located in District 2 to assure the capability of delivering fire services and maintaining their goal of having a crew on site at an emergency within six minutes, 90% of the time. Fire truck and ambulance access in and out of the parking lot portion on the north side of the Dove Library would be accommodated by constructing a new temporary driveway at Dove Lane. This separate driveway would benefit fire truck and ambulance access and help minimize traffic impacts to library patron access, parking, and pedestrian pathways. Fire truck ingress and egress would not significantly impact traffic on Dove Lane upon returns. Therefore, the emergency response plans would not be significantly impacted by the Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-36- Initial Study temporary relocation of equipment. Construction would not impede, cause a delay, or block any emergency response in the Project area. Therefore, impacts would be Less than Significant. g) Less than Significant Impact. The Project site is located within a residential zone and surrounded by residences. The Project would replace and serve the same purpose of the existing station. The Dove Library temporary site is located in a parking lot and within a commercial zone surrounded by businesses, residences and open space. Based on the CAL FIRE adopted Fire Hazard Severity Zone map (June 2009) for the city, the Project site and Dove Library temporary site are in the Non-Very High Hazard Severity Zone. The city has a plan in place to continue coverage of the service area covered by Fire Station No. 2 throughout construction and through the temporary relocation of existing fire services to the Dove Library temporary site. The City of Carlsbad Fire Department has signed automatic aid agreements with all surrounding communities if additional firefighting resources are needed. The city also has Mutual Aid Agreements with San Diego County and the State of California and an agreement with CAL FIRE. Therefore, impacts related to wildland fires would be Less than Significant. B. References Airport Land Use Commission San Diego County. 2011. McLellan-Palomar Airport Land Use Compatibility Plan. Amended December 1, 2011. Available at: http://www.ci.oceanside.ca.us/civicax/filebank/blobdload.aspx?blobid=24907. Accessed: February 2018. California Department of Forestry and Fire Protection – Fire and Resource Assessment Program (CAL FIRE). June 2009. “Fire Hazard Severity Zones in LRA.” Available at: http://www.fire.ca.gov/fire_prevention/fhsz_maps/FHSZ/san_diego/Carlsbad.pdf. Accessed: February 2018. California Environmental Protection Agency (CalEPA). “Cortese List Data Resources.” Available at: https://calepa.ca.gov/sitecleanup/corteselist/. Accessed: February 2018. City of Carlsbad. 2015. City of Carlsbad Final Environmental Impact Report. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp. Accessed: February 6, 2018. City of Carlsbad. 2015. City of Carlsbad General Plan. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp MV Environmental, Inc. 1991a. Sample Collection and Analysis, Former Underground Tank Site at Fire Station #2, Arenal Road and ECR. MV Environmental, Inc. 1991b. Additional Stockpile Sample Results at Fire Station #2, Arenal Road and ECR. MV Environmental, Inc. 1991c. Uniform Hazardous Waste Manifest, City Carlsbad Fire Station #2. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-37- Initial Study State Water Resources Control Board. 2017. “GeoTracker Website.” Available at: https://geotracker.waterboards.ca.gov/. Accessed: February 2018. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-38- Initial Study X. Hydrology and Water Quality A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Violate any water quality standards or waste discharge requirements or otherwise substantially degrade surface or ground water quality? ☐ ☐ ☒ ☐ b) Substantially decrease groundwater supplies or interfere substantially with ground water recharge such that the project may impede sustainable groundwater management of the basin? ☐ ☐ ☐ ☒ c) 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: i. Result in substantial erosion or siltation on- or offsite; ☐ ☐ ☒ ☐ ii. Substantially increase the rate or amount of surface runoff in a manner which would result in flooding on- or offsite ☐ ☐ ☒ ☐ iii. Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff; or ☐ ☐ ☒ ☐ iv. Impede or redirect flood flows? ☐ ☐ ☐ ☒ d) In flood hazard, tsunami, or seiche zones, risk release of pollutants due to project inundation? ☐ ☐ ☒ ☐ e) Conflict with or obstruct implementation of a water quality control plan or sustainable groundwater management plan? ☐ ☐ ☒ ☐ a) Less than Significant Impact. Section 402 of the Clean Water Act established the National Pollutant Discharge Elimination System (NPDES), a program administered by the EPA to control direct storm water discharges. The San Diego Regional Water Quality Control Board (SDRWQCB) regulates discharges in the San Diego region through the regional municipal separate storm sewer systems (MS4) permit, which covers 39 municipal, county, and special district entities, including the city. As a co-permittee for the regional MS4 permit, the city is required to include BMPs to reduce pollutant discharges from private and public development projects. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-39- Initial Study The new station would disturb approximately 0.42 acre, which is less than the one acre of ground disturbance threshold that triggers the requirement for coverage under the NPDES Construction General Permit through the SDRWQCB. However, due to its proximity to Batiquitos Lagoon, the Project would pose a moderate threat to storm water quality and therefore would be required to prepare a Tier 2 SWPPP in conformance with city standards. As stated above, the Project will incorporate permeable materials (such as permeable pavers) and will not exceed the 10,000 ft2 threshold that would qualify the Project as a Priority Development Project (PDP; City of Carlsbad, 2016). The Project includes 9,945 ft2 of impervious surface area (refer to Appendix A for detail). Therefore, the Project would not be required to prepare a SWQMP. The Tier 2 SWPPP would identify potential sources of pollutants and designate BMPs to minimize sediment and construction materials from entering storm water runoff. BMPs would include, but are not limited to, erosion and sediment control, construction equipment leak and spill prevention, good housekeeping, and training for construction personnel working on the Project site. Implementation of these BMPs and compliance with the SWPPP would limit impacts to Less than Significant. Ground disturbance at the Dove Library temporary site would be minor and would not trigger a SWPPP. There would be no waste discharge or non-storm water discharges to storm drains during construction or operation of the Dove Library temporary site; therefore, impacts would be Less than Significant. b) No Impact. The Geotechnical Evaluation performed by Ninyo & Moore in 2017 indicated that depth to groundwater on the Project site is greater than 20 feet below the ground surface, and it is highly unlikely that groundwater would be encountered during construction (Ninyo & Moore, 2017). The Project would not consume groundwater and would not have any impact on groundwater supplies. Water used by the Project would be provided by the Carlsbad Municipal Water District (CMWD), which does not utilize any local groundwater or surface water supplies. The Project site is already developed and paved; therefore, the Project would not increase impervious surfaces in a way that would interfere substantially with groundwater recharge. Additionally, water would be provided at the Dove Library temporary site by connecting to the existing water system at the Library. No groundwater or surface water supplies would be utilized. Changes to pervious and impervious surfaces would be minor and limited to minor grading and removal of some vegetation to create new driveway and potential trenching for utilities (See Appendix A for detailed site plans). These changes would not substantially alter ground water recharge such that there would be a net deficit in aquifer volume or a lowering of the local ground water table level. Therefore, there would be No Impact. ci) Less than Significant Impact. The Project site and the Dove Library temporary site are already developed and do not contain any streams or rivers. The closest such feature is San Marcos Creek, with an outlet to Batiquitos Lagoon located approximately 0.4 mile south of the existing station site and about 1.2 miles from Dove Library temporary site. The course of Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-40- Initial Study San Marcos Creek would not be impacted by the Project or Dove Library temporary site. Therefore, the Project and the Dove Library temporary site would not substantially alter the existing drainage pattern or alter the course of any stream, river, or surface water. Project construction would include demolition, grading, excavation, paving, and landscaping, which has the potential for erosion and siltation during construction activities. However, implementation of the designated BMPs and compliance with the SWPPP would limit these impacts. Minor construction activities at the Dove Library temporary site would not trigger preparation of a SWPPP and no erosion or siltation is anticipated since site preparation would occur on an existing paved parking lot and would not involve earth moving activities, except for minor grading to accommodate a temporary driveway and potential trenching for utilities. During operation, the Project site would be covered by a building footprint, pavement, and landscaping; thus, Project operation would not result in substantial erosion or siltation. Impacts would be Less than Significant. cii) Less than Significant Impact. As stated above, the Project would not substantially alter the drainage pattern of the area or alter the course of any stream, river, or surface water. The Project would demolish and then replace existing facilities on a site that is already developed with impervious surfaces; thus, the Project (including the Dove Library temporary site) would not substantially increase surface runoff in a manner that would result in flooding. Implementation of BMPs and compliance with the SWPPP would further limit potential impacts of surface runoff. Therefore, potential impacts related to surface runoff would be Less than Significant. ciii) Less than Significant Impact. As stated above, the Project would not substantially increase surface runoff volume given that it is the redevelopment of an existing site and the temporary use of the north parking lot at Dove Library to accommodate temporary relocation of fire services. Construction activities and Project operations have the potential to contribute additional sources of polluted runoff, but with the implementation of storm water BMPs and compliance with the SWPPP, water quality impacts would be Less than Significant. civ) No Impact. As stated above, the Project would not alter the drainage pattern of the area or alter the course of any stream, river, or surface water drainage. The Federal Emergency Management Agency (FEMA) prepares 100-year floodplain maps that display the areas adjacent to water bodies where there is more than a 1% probability of flood in any given year. The Project site and the Dove Library temporary site are located outside of the FEMA 100-year floodplain area (City of Carlsbad, 2015); therefore, there would be No Impact. d) Less than Significant Impact. Seiches are seismically induced events that occur when enclosed bodies of water are shaken (such as during seismic activity), causing waves that overflow containment. The Project site is near the Batiquitos Lagoon; however, based on water levels in the lagoon and the surrounding topography, there is no risk for inundation on the Project site as a result of a seiche. The Dove Library temporary site is approximately one mile from the Batiquitos Lagoon and there is no risk of inundation to the Dove Library temporary site from a seiche. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-41- Initial Study Tsunamis are large ocean waves induced by seismic events, volcanic eruptions, or landslides. The County of San Diego creates maps that identify coastal areas that are at high risk of inundation during tsunami events, and the Project and the Dove Library temporary site are located outside of the identified tsunami run-up areas (County of San Diego, 2009). The Project site and the surrounding area are relatively flat, and there is a very low risk for inundation from mudflows during periods of heavy rainfall when rapid erosion occurs. The Dove Library temporary site would remain paved for the duration of its use. Therefore, potential impacts related to release of pollutants from inundation due to seiches, tsunamis or mudflows would be Less than Significant. e) Less than Significant Impact. The Project is located over the Batiquitos Lagoon Valley Groundwater Basin in the CMWD. According to the CMWD Urban Water Management Plan (CMWD, 2015), the Batiquitos Lagoon Valley Groundwater Basin is the only basin located in CMWD’s service area (the Dove Library temporary site is not located over this basin). The San Luis Rey Valley Groundwater Basin is located north of CMWD and the San Marcos Valley Groundwater Basin is located east of CMWD. Of these groundwater basins, San Luis Rey Valley Groundwater Basin has been designated as a Medium Priority Basin under California Groundwater Elevation Monitoring (CASGEM), while both Batiquitos Lagoon Valley and San Marcos Valley Groundwater Basins are designated as Very Low Priority. The Batiquitos Lagoon Valley Groundwater Basin is not currently used as supply and no groundwater management plan has been developed or adopted by CMWD. Therefore, the Project would not conflict with any sustainable groundwater management plan and impacts are considered Less than Significant. The Water Quality Control Plan for Ocean Waters of California (California Ocean Plan) includes the State Water Quality Protection Areas & Marine Protected Areas (MPAs) Amendment (Resolution no. 2012-0056), which identifies MPAs along the California coast. In the Amendment, Batiquitos Lagoon is designated as an MPA and is identified as the Batiquitos Lagoon State Marine Conservation Area (SMCA). SMCAs are regulated by CCR Title 14, Section 632(b), which limits the take of marine resources within MPAs. The Project is in the Batiquitos SMCA watershed but would not involve any take of marine species. Other water quality control plans that are applicable to the Project include the Enclosed Bays and Estuaries Plan and the SDRWQCB Basin Plan. With the implementation of the Tier II SWPPP, potential impacts from adverse water quality associated with the Project would be minimized or eliminated. Therefore, the Project would not conflict or obstruct implementation of a water quality control plan and impacts are considered Less than Significant. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-42- Initial Study B. References Ninyo & Moore. 2017. Geotechnical Evaluation, Fire Station No. 2. San Diego, California. City of Carlsbad. 2015. City of Carlsbad Final Environmental Impact Report. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp. Accessed: February 6, 2018. City of Carlsbad. 2016. City of Carlsbad Storm Water Standards Questionnaire. Available at: http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=22711. Accessed February 2018. County of San Diego. 2009. Tsunami Inundation Map for Emergency Planning, Encinitas Quadrangle. Available at: http://www.conservation.ca.gov/cgs/geologic_hazards/Tsunami/Inundation_Maps/SanDie go/Documents/Tsunami_Inundation_Encinitas_Quad_SanDiego.pdf. Accessed: March 26, 2018. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-43- Initial Study XI. Land Use and Planning A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Physically divide an established community? ☐ ☐ ☐ ☒ b) 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? ☐ ☐ ☒ ☐ a) No Impact. The Project consists of replacing the existing structure with a building for the same use. The Project would not divide an established community. The Dove Library temporary site is located on the paved portion of the Dove Library northern parking lot and would therefore not divide an established community. Thus, there would be No Impact. b) Less than Significant Impact. The Project complies with the low density residential General Plan and zoning designations (R-4 and R-1, respectively) applied to the Project site. The Project is also within and consistent with the La Costa Master Plan (MP-149). The Master Plan identifies the Project site as a fire station and defers to the Zoning Ordinance for applicable standards. The Dove Library temporary site does not conflict with the Local Shopping Center General Plan and zoning designations (L and C-L, respectively) applicable to it. In the R-1 and C-L zones, fire stations are a conditionally permitted use. The Project does not comply with certain requirements of the ECR Corridor Development Standards and the Zoning Ordinance. The following are compliance discussions for each. ECR Corridor Development Standards As discussed in Section I. Aesthetics, all properties with frontage along ECR are in a Scenic Preservation Overlay Zone. To implement the zone standards, the city has adopted the ECR Corridor Development Standards. The standards, implemented through a Special Use Permit (SUP), preserve the scenic qualities and maintain and enhance the appearance of the roadway area. The ECR Corridor Development Standards pertain to details such as signage, setbacks from the roadway, roof equipment, building height, etc. The new facility, except for minimum setbacks from the ECR right-of-way for structures, walls, and parking, is consistent with the development standards and intent of those standards. The standards require a 30-foot setback Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-44- Initial Study from the right of way for structures and 25-foot setback for six-foot walls or parking areas. The following bulleted points are the proposed encroachments within the required setbacks: • The Project proposes a five- to nine-foot high perimeter wall and vehicle gate (measuring six-foot high as viewed from ECR), on the property line/right of way boundary along ECR (0-foot setback). • All or portions of three parking spaces are located within the required 25-foot setback along ECR. • Along its first floor, the fire station building is setback ten feet from the ECR property line except at the corner of ECR and Arenal Road, where the setback decreases to approximately five feet. In addition, a small corner of the second floor of the building encroaches up to the ECR right of way (0-foot setback). Per the ECR Corridor Development Standards, when practical application of setback and other standards is not feasible and not in the best interest of good planning practices, deviations to the standards may be approved by the Planning Commission after making four required findings. These findings require a determination of infeasibility, maintenance of scenic qualities, consistency with the Scenic Preservation Overlay Zone intent, and no adverse impact on traffic safety. For discussion regarding traffic safety, please refer to Section XVII. Transportation. Regarding the infeasibility determination, compliance with required setbacks along ECR is not possible due to the irregular shape, small size, and limited depth of the existing fire station lot. The lot is hampered by two street frontages and irregular depth and width of lot. Further, a portion of the lot consists of an approximately 20 by 200-foot long “stem” along ECR that connects the site to Estrella De Mar Road. Most of this stem is unusable and combined with the irregular lot dimensions and setback requirements, reduces the site’s usable area and ability to accommodate a modern fire station, adequately house staff and fire apparatus, ancillary equipment, on-site parking, and provide necessary circulation and security. The design of the new fire station blends elements of Old California/Hispanic architectural themes within the ECR corridor into a fully functioning, technology enhanced, ‘state of the art’ fire station. Old California/Hispanic architecture is captured by using simple white plaster walls contrasted against the traditional terracotta tile walls that form the base and entries to the fire station. An entry tower would provide identity to the corner and identify the prominence of this new civic building. Heavy wood timber trellises and wood siding accents complement the other traditional materials. Grid framed punched windows and native drought tolerant landscape plantings are prominently visible on the public corner of ECR and Arenal Road. The flat roofs and parapet walls allow for incorporating, while also screening from view, new technology, such as the proposed photovoltaic panels, designed to comply with the city’s CAP. Additionally, by proposing an old California/Hispanic architectural style, the fire station maintains compliance with the design theme established by the ECR Corridor Development Standards for Area 5 and blends in with the design of the adjacent Omni La Costa Resort and Spa. Further, the Project’s building height and minimal cut and fill grading meet the Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-45- Initial Study development standards and landscaping along the Project perimeter and soften the building and perimeter wall that encroach into the setback. The Project maintains existing grade differences and the general locations and heights of existing walls. For example, due to grade differences between ECR and the fire station building, the height of the “interior” side of the proposed wall would vary from five to nine feet as the property grade gradually drops in elevation from north to south. Similar to the existing fire station wall along ECR, this interior side of the perimeter wall will not be in the public view. Instead, a maximum six-foot high wall and gate would be visible from ECR. The wall would be made of block with a white stucco finish to match the adjacent Old California style walls located at the Omni La Costa Resort and Spa. Finally, since the Project maintains the scenic quality objectives of the standards, it also is consistent with the intent of the Scenic Preservation Overlay Zone (Zoning Ordinance Chapter 21.40). The Overlay Zone supplements the underlying zoning by providing additional regulations and guidelines (which the ECR Corridor Development Standards provide) to guide development in designated areas, such as scenic corridors, and implement General Plan goals and objectives. Accordingly, the Project complies with General Plan Land Use and Community Design Element goals, including Land Use Goal 2-G.3, which states: “Promote infill development that makes efficient use of limited land supply, while ensuring compatibility and integration with existing uses. Ensure that infill properties develop with uses and development intensities supporting a cohesive development pattern” and Growth Management Goal 2-G.21: to “Ensure that adequate public facilities and services are provided in a timely manner to preserve the quality of life of residents.” Zoning Ordinance requirements Due to the lot constraints and need for a modern fire station that is adequately sized with reasonable circulation and security, the Project does not comply with several Zoning Ordinance standards (referenced as chapters or sections in the CMC). In some cases, aspects of the Project are inconsistent with both the ECR Corridor Development Standards and the Zoning Ordinance (e.g., building setback along ECR). Issues with Zoning Ordinance compliance would be addressed and justified through a Variance and a CUP as follows: • The Project proposes a Variance from Zoning Ordinance standards (CMC Chapter 21.50) to justify wall heights that exceed height limitations as found in CMC Section 21.46.130. • Through the Project’s CUP (CMC Chapter 21.42), required for a fire station in the R- 1 Zone, findings are proposed to allow the fire station to exceed the R-1 Zone’s building height maximum and encroach into required front and side yard setbacks and to allow some Project parking, required to be off-street, to locate mostly in the Arenal Road right of way. Exemptions for building height, setbacks, and parking can be made through CUP findings and conditions pursuant to CMC Section 21.42.140 A.; however, deviations from wall height standards are not permitted through a CUP and must be processed through a Variance as noted above. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-46- Initial Study The following describes in detail the aspects of non-compliance with the Zoning Ordinance. • The proposed fire station features flat roofs that reach a maximum of 32 feet high. The maximum height permitted in the R-1 Zone for buildings with flat roofs is 24 feet. • The proposed fire station has a front setback that varies from as little as 3 feet 4 inches to approximately 14 feet from the property line along Arenal Road, which is less than the 20-foot front setback required in the R-1 Zone. • A corner of the fire station’s second floor extends to the street side property line (right of way boundary) along ECR, resulting in no setback (0 feet). This violates the 10-foot street side setback requirement. A corner of the building’s first floor near the ECR and Arenal Road intersection also encroaches into this setback. • Along the Project’s rear property line that borders homes fronting Estrella De Mar Road, proposed wall heights exceed the maximum permitted height of six feet as measured from the lowest adjacent grade. However, wall heights exceed six feet only as measured from the fire station (interior) side of the walls, which is at a lower grade than its surroundings, and some of the portions that do exceed six feet will not be visible or readily visible to the public. • Along the street side property line bordering ECR, proposed wall heights exceed the maximum permitted height of six feet as measured from the lowest adjacent grade. However, wall heights exceed six feet only as measured from the fire station (interior) side of the walls, which is at a lower grade than its surroundings, and some of the portions that do exceed six feet will not be visible or readily visible to the public. • Along Arenal Road, the Project proposes a six-foot-high wall and gate within the front yard. The Zoning Ordinance limits wall and gate heights in the front yard to three and a half feet. Further, where this wall intersects the rear property line to the east of the proposed building, a seven and a half-foot-high trash enclosure is also proposed within the front yard setback. The enclosure would be subject to the 20-foot front building setback requirement. As noted, the CMC Section 21.46.130 allows up to a 42-inch wall within the front yard setback and up to six feet in the street side and rear yard setbacks. Portions of some of the Project walls are proposed to exceed these standards for the following reasons: 1. A six-foot high wall, as measured from the outside of the wall facing ECR and the outside of the wall facing the neighboring homes, is desired for both the fire station and nearby residents to provide security and privacy and to reduce noise. In particular, a six- foot-high wall provides the fire station with a visual and access barrier and security for valuable apparatus, fire and medical equipment, Drug Enforcement Agency controlled medicines, and protected employee and patient information. 2. A six-foot-high masonry wall (or other solid material approved by the decision-making authority) is required by CMC Section 21.44.060 Table C when parking is located within Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-47- Initial Study the rear and side yards of residential zones, as the Project proposes. Due to lot limitations and fire station needs, there are no other locations for secure, on-site parking. 3. Existing neighboring residential walls either do not meet the six-foot height, the “solid material” requirement (two of the walls are vinyl or wood fence) described in item 2 above or are set back from the property line. If the fire station were not to build a wall, the gap resulting from the setback could represent a security risk for the station. 4. Wall heights above six feet result from adjacent residential property and ECR grades, which are in some cases approximately three or more feet higher in elevation than the fire station property. Due to the grade difference, a six-foot-high wall from the residential properties or ECR causes a six- to nine-foot “exposed” wall height facing the fire station. This height difference is similar to current site conditions. 5. Due to small lot size, irregular lot shape, parking, circulation, and operational requirements, reducing the exposed wall height or space to screen from the fire station and Arenal Road, whether through means such as landscaping, berming, or “splitting” the wall into two shorter walls separated by a planting strip, is severely limited. Discussion regarding the proposed Variance and required findings CMC Section 21.50.040 permits walls to exceed permitted heights subject to the approval of a Variance and required findings. The findings require the existence of special circumstances (e.g., a property’s size and shape) and compliance with applicable land use documents, such as the General Plan, and specify that a Variance not result in the grant of a special privilege or use not otherwise permitted by a property’s zoning. Special circumstances of the subject property include its irregular shape, small size, limited depth, two street frontages, and grade. To accommodate the space needed for a modern fire station and to adequately and securely house staff and fire apparatus, the building and related features, including walls, encroach into setbacks or exceed maximum permitted heights as this initial study explains. The strict application of the Zoning Ordinance, in particular its requirement that wall heights not exceed three and a half feet in the front setback and six feet elsewhere, combined with the property’s special circumstances, deprives the property of privileges enjoyed by other properties in the vicinity, namely that of reasonable security and screening provided by a six-foot-high wall. In addition, the Variance would not permit a use inconsistent with governing land use documents and instead can be found consistent with them. As discussed elsewhere in this initial study, the proposal for a new fire station complies with the La Costa Master Plan, ECR Corridor Standards, and the General Plan, including the latter document’s land use designation for the property; therefore, the findings needed to grant a Variance can be met. Discussion regarding proposed CUP standard exemptions and findings Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-48- Initial Study Fire Station No. 2 is an allowed use in the R-1 zone by a CUP as a “public quasi-public buildings and facilities and accessory utility buildings/facilities” per Section 21.04.297 and Section 21.10.020 of the CMC. It is also subject to the standards of the R-1 Zone. The Project, with the exception of front and street side yard setbacks and building height, is consistent with R-1 Zone standards as contained in Chapter 21.10 of the CMC. Further, since three proposed fire station parking spaces are provided mostly in the Arenal Road right of way, the Project is not consistent with CMC Section 21.44.010, which requires newly constructed buildings to provide required parking off-site. CMC Section 21.42.140.A permits, through the CUP process and resulting findings and conditions, exemptions to be made to development standards with respect to front and side yard setbacks, off-street parking and building height. Due to the Project’s irregular lot shape, small size, limited depth, and need for a larger fire station, structures and parking are proposed within the setbacks. Nine staff parking spaces are proposed in the back and side yards and three public parking spaces are proposed partially in the front yard setback and public right of way. The shift crew size is six personnel. As the shift change occurs in the morning there would be a need for 12 parking spaces. The three public parking spaces located mostly in the front yard setback would be utilized by the fire personnel during shift changes in the morning. After the shift change has been completed the three vehicles parked in the public parking spaces would be relocated to the back of the lot. The public spaces would be utilized by vendors, visitors or the general public. Street parking exists on both sides of Arenal Road should additional parking be necessary. The height of the flat-roofed building is proposed at 32 feet, whereas the R-1 zoning only allows a 24-foot height with a roof pitch of less than 3:12. A height above 24 feet is required to adequately house staff and fire apparatus on the small site. The height of the fire apparatus dictates the minimum width and height of the first-floor apparatus bays; this dictates a minimum first floor height of approximately 15 feet 5 inches. The height of the residential space on the second floor has been designed to a code compliant minimum height. A flat roof design would be utilized to maximize useable interior space and minimize overall building height. So overall, the station height of 32 feet is a minimum height for a two-story fire station. As noted, findings must be made to grant exemptions to development standards through the CUP process. These findings are the same as CUP approval findings and require the proposed use to be necessary or desirable for the development of the community, not detrimental to existing uses, compatible with applicable land use documents, compatible with the surrounding neighborhood, located on a site adequate in size to comply with development standards so as to fit with other uses in the neighborhood, and be served by a street system adequate to handle proposed traffic. With regards to the necessity or desirability of the Project as well as its land use compatibility, the current station is a single-story structure with many deficiencies in regard to space, infrastructure and current health, safety, and fire codes. The City of Carlsbad Growth Management Plan requires no more than 1500 dwelling units to be outside of a 5- Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-49- Initial Study minute emergency response time. The City of Carlsbad Fire Department Directive 5 requires that a fire engine must be located in District 2 to assure the capability of delivering fire service and maintaining their goal of having a crew on site at an emergency within six minutes, 90% of the time, which is necessary to keep up with the development of the community and is in harmony with the Public Safety Element and objectives of the General Plan and is not detrimental to existing uses. Therefore, the findings needed to grant an exemption can be met. Efforts to find a different site within District 2 were unsuccessful, causing the city to ultimately propose a new fire station on the existing Fire Station No. 2 site despite its limitations. The current Project site on Arenal Road is within a residential zone and is served by and responsible for City of Carlsbad Fire Department District 2. It has served the community as a fire station since 1969 and is identified as such in the La Costa Master Plan. While this initial study identifies the many modifications to standards necessary to fit the Project on the proposed site, it also documents the efforts to integrate the Project into its neighborhood. These efforts include the design of the building, layout of the site, colors and materials, and perimeter walls. Such modifications are permitted through the Variance and CUP process. Furthermore, the city conducted community outreach for the Project in 2017 and 2018 and the input received, primarily from neighbors near the Project site, was considered during Project design. Finally, with regards to the adequacy of the serving street network, the Project would not result in any related concerns. Please refer to Section XVII. Transportation. A temporary fire station for use during construction must be located within District 2 and in compliance with the City of Carlsbad Growth Management Plan, which requires no more than 1,500 dwelling units to be outside of a 5-minute response time. The Dove Library temporary site was chosen in accordance with requirements set forth in the Carlsbad Fire Department Directive 5, the Carlsbad Growth Management Plan, and to support continued operation within District 2. In summary, the Project would be consistent with the General Plan, Zoning Code, ECR Corridor Development Standards, and Growth Management Plan’s fire performance standard. As discussed, the Project would obtain a CUP, SUP, and Variance, and the necessary findings to grant deviations from standards, as proposed through these permits, can be made. Further, the Dove Library temporary site would also obtain a CUP and would also require a CDP since this site, unlike the existing fire station site, is located within the Coastal Zone. The Dove Library temporary site would be designed and constructed to comply with all applicable local, state, and federal regulations. Therefore, impacts are Less than Significant. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-50- Initial Study B. References California Coastal Conservancy (CCC). 2017. “About the Conservancy.” Available at: http://scc.ca.gov/about/. Accessed: February 2018. City of Carlsbad. 2004. Habitat Management Plan for Natural Communities in the City of Carlsbad. Available at: http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=27193. Accessed: February 2018. City of Carlsbad. 2017. “General Plan Land Use Map”. Available at: http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=24082. Accessed: February 2018 City of Carlsbad. 2017. “Zoning Map.” Available at: http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=24153. Accessed: February 2018. City of Carlsbad. 2018. City of Carlsbad Municipal Code. Title 21 Zoning. Available at: http://www.qcode.us/codes/carlsbad/?view=desktop&topic=10-10_32-10_32_091. Accessed: August 2018. City of Carlsbad. 2018. City of Carlsbad ECR Corridor Development Standards. Available at: http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=24734 Accessed: September 2018. City of Carlsbad. 2006. La Costa Master Plan (MP 149(U)). Amended October 3, 2006. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-51- Initial Study XII. Mineral Resources A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Result in the loss of availability of a known mineral resource that would be of future value to the region and the residents of the state? ☐ ☐ ☐ ☒ b) 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? ☐ ☐ ☐ ☒ a) No Impact. The Project site and the Dove Library temporary site are located in an urbanized area that is currently developed, and there are no known mineral resources within the Project boundary or the Dove Library temporary site. The California State Geologist is responsible for classifying areas that are Mineral Resource Zones and identifying the presence of significant mineral resources in the state. The city does not contain any mineral resources of Statewide or Regional Importance, as classified by the State Geologist (City of Carlsbad, 2015). In addition, no mineral resources that would be of value to the region and the residents of the state have been identified in or on the Project site or vicinity, including the Dove Library temporary site. As such, construction of the Project and installation of temporary improvements at the library would result in No Impact with regards to a loss of availability of a known mineral resource that would be of value to the region and the residents of the state. b) No Impact. No locally important mineral resources delineated on a land use plan are in the Project vicinity or the Dove Library temporary site. As such, construction of the Project would have No Impact. B. References City of Carlsbad. 2015. City of Carlsbad Final Environmental Impact Report. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp. Accessed: February 6, 2018. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-52- Initial Study XIII. Noise A. Environmental Analysis Would the Project result in: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) 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? ☐ ☒ ☐ ☐ b) Generation of excessive groundborne vibration or groundborne noise levels? ☐ ☐ ☒ ☐ c) 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 2 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? ☐ ☐ ☒ ☐ a) Less than Significant Impact with Mitigation Incorporated. Existing ambient noise at the Project site is expected to be dominated by traffic noise from ECR (Figure 2-2). The ambient noise level attributed to ECR in the Project area is 70 A-weighted decibel (dBA) Community Noise Equivalent Level (CNEL) (City of Carlsbad GP, 2015). The Dove Library temporary site is far enough away (approximately 600-feet) from ECR to not be significantly impacted by traffic noise. Periodic emergency response activities on the existing fire station site currently require use of sirens. Operational noise related to emergency responses would not change with implementation of the Project because the Project would maintain existing use of the site. Thus, operational analysis of noise is not warranted because there would be no changes to existing conditions once the Project is constructed. COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC.Source: DUDEK; City of Carlsbad General Plan; Burns & McDonnell Engineering Company, Inc Issued: 3/20/2018Path: Z:\Clients\ENS\CityCarlsbad\104503_FireStation2\Studies\Geospatial\DataFiles\ArcDocs\Figure1_Noise.mxd gacox 3/20/2018NORTH 0 1 20.5 Miles Figure 2-2 Existing Noise Contours Fire Station No. 2 City of CarlsbadSan Diego County, California kj kj City of CarlsbadFire Station #2 70+ CNEL 65 - 70 CNEL 60 - 65 CNEL Fire Station #2 -D D Cilyof Encinitas Cilyof Oceanside l/ / '· I / \ : : i L_ ________ J \ ...... , i Macrklc : Reservoir! '-··----... ~BURNS '-.'-.M~DONNELL:" I \ City of Vista Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-54- Initial Study The Project and Dove Library temporary site would generate construction noise within the city limits. The State of California allows each local jurisdiction to determine acceptable interior and exterior noise levels by land use. The city of CMC does not have a quantitative noise restriction for construction noise, but it does have limitations on construction hours: CMC 8.48.010: Construction hours limitations. It shall be unlawful to operate equipment or perform any construction in the erection, demolition, alteration, or repair of any building or structure or the grading or excavation of land during the following hours, except as hereinafter provided: A. After 6:00 p.m. on any day, and before 7:00 a.m., Monday through Friday, and before 8:00 a.m. on Saturday; B. All day on Sunday; and C. On any federal holiday. (Ord. CS-211 § 2, 2013; Ord. 3109 § 1, 1978) Exceptions to the construction hours are permitted by CMC Section 8.48.020 in limited circumstances; however, the city would abide by the limitations noted during facility construction. For the Dove Library temporary site, construction noise impacts would be limited to minor vegetation removal and grading for construction of the driveway and potential trenching for utilities. All other site preparation at the Dove Library would occur on paved surfaces. Upon completion of the Project, construction noise impacts would also result from removal of the temporary improvements. For the Project, noise levels were estimated during each phase of construction. Sound levels for each piece of construction equipment were used to calculate the average hourly A- weighted sound level and the CNEL. Sound levels for each construction phase were estimated at the nearest receiver, located an average of 50 feet northeast from the center of the Project site. Sound levels for each piece of equipment were referenced from the City of Carlsbad Noise Guidelines Manual (Nolte and Associates, Inc., 2013), and daily usage factors were referenced from Caltrans Technical Noise Supplement to the Traffic Noise Protocol (2013). Table 2-2 provides average hourly sound pressure levels, CNEL for daytime operation, and sound level increase over the existing ambient noise for each construction phase assuming all equipment is in use for the defined amount of time in each hour of the workday. CNEL levels are calculated for the maximum allowable construction of 11 hours of daytime activity from 7:00 a.m. to 6:00 p.m. The noise study prepared for the Project (Appendix F) provides assumptions and calculations for each construction equipment sound pressure level. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-55- Initial Study Table 2-2: Estimated Noise Levels by Construction Phases Phase Equipment Distance to Nearest Noise Sensitive Receiver (ft) Hourly Average Sound Pressure Level (dBA) Sound Pressure Level for Daytime Operation (dBA CNEL)a Assumed Ambient (dBA CNEL)b Logarithmic Sum of Operational and Assumed Ambient (dBA CNEL) Increase to Ambient (dBA CNEL) Demolition/ Earthwork Compactor (1), Excavator (1), Grader (1), Haul Truck (1), Loader (1), Water Truck (1) 50 92.6 89.2 70.0 89.3 19.3 Underground Utilities Excavator (1), Haul Truck (1), Loader (1), Water Truck (1) 50 91.1 87.7 70.0 87.8 17.8 Foundations Concrete mixer truck (1), Excavator (1) 50 88.0 84.6 70.0 84.8 14.8 Framing Contractor Crane (1), Forklift (1), Scissor Lifts (1) 50 80.1 76.7 70.0 77.5 7.5 Electrical Crane (1), Forklift (1) 50 80.0 76.7 70.0 77.5 7.5 Plumbing Forklift (1) 50 51.0 47.6 70.0 70.0 0.0 HVAC Crane (1), Forklift (1) 50 80.0 76.7 70.0 77.5 7.5 Roofing Crane (1), Forklift (1), Scissor Lifts (1) 50 80.1 76.7 70.0 77.5 7.5 Interior Finishing Forklift (1) 50 51.0 47.6 70.0 70.0 0.0 Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-56- Initial Study Phase Equipment Distance to Nearest Noise Sensitive Receiver (ft) Hourly Average Sound Pressure Level (dBA) Sound Pressure Level for Daytime Operation (dBA CNEL)a Assumed Ambient (dBA CNEL)b Logarithmic Sum of Operational and Assumed Ambient (dBA CNEL) Increase to Ambient (dBA CNEL) Paving Haul Truck (1), Paver (1) 50 88.5 85.2 70.0 85.3 15.3 Exterior Concrete Concrete mixer truck (1), Paver (1) 50 87.2 83.8 70.0 84.0 14.0 Landscaping Excavator (1), Loader (1), Water Truck (1) 50 89.9 86.5 70.0 86.6 16.6 (a) Daytime operation from 7:00 a.m. to 6:00 p.m. (b) Ambient CNEL attributed to ECR The CMC restricts hours of operation for construction but does not state a numerical noise restriction. Based on the noise study prepared for this Project (Appendix F), temporary impacts to nearby residential receivers would range from an hourly average of 51.0 dBA during interior finishing and plumbing to 92.6 dBA during demolition. The noise calculations conservatively assume all equipment is in use during allowable daytime hours of 7:00 a.m. to 6:00 p.m. In practice, it is unlikely that all equipment would operate simultaneously for the entire duration of construction; therefore, impacts are overstated. The Project and Dove Library temporary site would comply with the CMC and GP because demolition and improvement activities would be performed during hours of allowable construction noise; the contractor would operate equipment with appropriate mufflers; and equipment would be located as far from residential receivers as practical. Project construction would result in a temporary, periodic increase in ambient noise levels. However, the Project would comply with the CMC and GP because Project activities would be performed during hours of allowable construction noise and in accordance with mitigation measure NOISE-1. Under this measure, the contractor would operate equipment with appropriate mufflers, and noise generating equipment would be located as far from residential receptors as practical. Therefore, potential impacts would be Less than Significant with Mitigation Incorporated. NOISE-1: Construction Noise. The following mitigation measures shall be implemented. a) Construction activities shall adhere to the CMC 8.48.010, which restricts operation of equipment or performance of construction after 6:00 p.m. on any day, before 7:00 a.m., Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-57- Initial Study Monday through Friday, before 8:00 a.m. on Saturday, all day on Sunday, and all day on any federal holiday. b) Construction equipment shall be properly maintained and equipped with noise-reduction intake and exhaust mufflers, in accordance with manufacturers’ recommendations. c) Construction equipment staging areas shall be located at the furthest distance possible from nearby noise-sensitive land uses. The noise associated with engine checks and fire truck sirens would be new to the neighborhood around the Dove Library temporary site. The Fire Department staff would delay their engine checks until after 9:00 a.m., and in the event of an emergency call, shall delay siren activation for both the fire engine and ambulance until they are entering ECR to mitigate periodic noise impacts associated with engine checks and siren use. There may be occasional situations where siren activation would be temporarily necessary on Dove Lane for public safety, but Fire Department protocol would be to delay siren activation until they are entering ECR. To minimize traffic backup at the ECR intersection, staff would work with the city Engineering and Transportation Departments to adjust the timing of the signal at this intersection as necessary to augment Fire Department procedures for manipulating the signal. With the mitigation measure NOISE-2 included, impacts would be Less than Significant. NOISE-2: Siren Delay at Dove Library Temporary Site. Fire Department staff shall delay their engine checks until after 9:00 a.m., and in the event of an emergency call, shall delay siren activation for both the fire engine and ambulance, until entering ECR. There may be occasional situations where siren activation would be necessary on Dove Lane for public safety, but Fire Department protocol would be to delay siren activation until they reach ECR. b) Less than Significant Impact. Excessive groundborne noise and vibration is typically caused by pile driving or blasting. Heavy construction machinery such as bulldozers, heavy trucks, etc., typically produce negligible levels of groundborne vibration. The greatest amount of noise would be generated during the demolition phase of construction. The demolition phase of construction would not involve pile driving or blasting. Furthermore, construction would be temporary in nature and would not create excessive groundborne vibrations. Therefore, potential impacts would be Less than Significant. c) Less than Significant Impact. The Project and Dove Library temporary site are not located in the vicinity of a private airstrip. The Project is located over two miles from the McClellan- Palomar Airport and the Dove Library temporary site is located approximately 1.55 miles from the airport. Both the Project site and the Dove Library temporary site are located outside of the 60 dB CNEL noise exposure range, and workers would not be subject to excessive noise levels as a result of airport operations (McClellan-Palomar ALUCP, 2011). Therefore, potential impacts would be Less than Significant. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-58- Initial Study B. References Airport Land Use Commission San Diego County. 2010. McLellan-Palomar Airport Land Use Compatibility Plan. Amended December 1, 2011. Available at: http://www.san.org/DesktopModules/Bring2mind/DMX/Download.aspx?EntryId=2991& Command=Core_Download&language=en-US&PortalId=0&TabId=180 . Accessed: February 2018. California Department of Transportation Division of Environmental Analysis Environmental Engineering Hazardous Waste, Air, Noise, Paleontology Office. 2013.Technical Noise Supplement to the Traffic Analysis Protocol. City of Carlsbad. 2015. City of Carlsbad General Plan. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp City of Carlsbad. “Carlsbad Municipal Code 8.48.010.” Available at: http://www.qcode.us/codes/carlsbad. Accessed March 18, 2018 Nolte and Associates, Inc. 2013. City of Carlsbad Noise Guideline Manual. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-59- Initial Study XIV. Population and Housing A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Induce substantial 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)? ☐ ☐ ☐ ☒ b) Displace substantial numbers of existing people or housing, necessitating the construction of replacement housing elsewhere? ☐ ☐ ☐ ☒ a) No Impact. The city has a population of 113,952, as of July 1, 2017 (U.S. Census Bureau, 2017). There are approximately 45,000 housing units. Of those housing units, approximately 63 percent are occupied by owners (U.S. Census Bureau, 2015). The Project would include the demolition and replacement of the existing fire station. No new dwellings would be constructed, and no roads or other infrastructure would be extended for the Project or the Dove Library temporary site. Further, the alteration of the existing property for both the Project and the Dove Library temporary site would not lead to the development of houses or other infrastructure that would induce population growth. The existing fire station is being upgraded to accommodate demands of the existing growth in the community and would not induce new growth. Therefore, construction of the Project or the Dove Library temporary site would not induce substantial population growth directly or indirectly by proposing new homes and businesses or through the extension of roads or other infrastructure. There would be No Impact. b) No Impact. The existing Project site is developed and consists of a parking lot and fire station. Immediate surrounding land use to the Project site is residential. No people or housing would be displaced as part of the Project, and no housing currently exists on the property. Similarly, construction of the temporary fire station at Dove Library would occur in a developed parking lot. As such, no people or housing would be displaced during the construction of the Project, and there would be No Impact. B. References U.S. Census Bureau. 2017. 2010 to 2017 Population Statistics. Available at: https://www.census.gov/quickfacts/fact/table/carlsbadcitycalifornia/PST045216. Accessed: March 7, 2019. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-60- Initial Study XV. Public Services A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Result in substantial adverse physical impacts associated with the provision of new or physically altered government facilities, a need for new or physically altered government facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times, or other performance objectives for any of the public services: i. Fire protection? ☐ ☐ ☒ ☐ ii. Police protection? ☐ ☐ ☐ ☒ iii. Schools? ☐ ☐ ☐ ☒ iv. Parks? ☐ ☐ ☐ ☒ v. Other public facilities? ☐ ☐ ☒ ☐ a) Less than Significant Impact. i. The purpose of the Project is to provide a new fire station to replace the fire station currently on the site. The associated environmental impacts are the subject of this IS/MND. The Project would not have other impacts to fire protection services beyond what is analyzed in this document. The City of Carlsbad Fire Department provides fire and emergency services within the city for an approximate 39-square-mile region. The Project would be subject to the city’s policies and codes for hazard mitigation and fire prevention (including GP, Land Use and Community Design Element Goal 2-G.22 and Policies 2-P.58, 2-P.60, 2-P.61, and Public Safety Element Goals 6-G.1, and 6-G.3, and Policies 6-P.28, 6-P.31, 6-P.32, 6-P.33 and 6-P.34, and Fire Prevention Code 17.04), as well as plan review by the city’s Fire Prevention Division. As described in the Project Description, the current Project site on Arenal Road is within a residential zone and is served by City of Carlsbad Fire Department District 2, according to Figure 6-9 of the city’s GP (2015). The Dove Library temporary site would also be within District 2. The City of Carlsbad Fire Department has signed automatic aid agreements with all surrounding communities for support if additional firefighting resources are needed; therefore, impacts related to fire service adequacy in this District Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-61- Initial Study during the temporary period of construction would be less than significant, and compliant with City of Carlsbad Growth Management Plan which requires no more than 1,500 dwelling units to be outside of a 5-minute response time. Temporary relocation of fire services to the Dove Library parking lot would not result in a significant impact to fire protection services. As described in Chapter 1.0 of this IS/MND, the Project would be constructed to meet the operational needs, goals, and policies of the City of Carlsbad Fire Department and the city. It would not increase demand for fire services, but rather improve existing service facilities for the public and staff. Thus, impacts on fire protection services would be Less than Significant. ii. No Impact. The City of Carlsbad Police Department provides police services within the city. The Project would replace an existing, outdated fire station with a new facility in the same location. The Project and Dove Library temporary site operations and construction would not increase demand for law enforcement. Thus, No Impact would occur. iii. No Impact. The Project and the Dove Library temporary site would not construct new residences that would generate students; therefore, it would not increase the demand for schools in the area. Thus, No Impact would occur. iv. No Impact. The Project and the Dove Library temporary site would not change demand for park and recreation services. Thus, No Impact would occur. v. Less than Significant Impact. Implementation of the Project and the Dove Library temporary site would not increase population or otherwise affect demand for other public facilities, such as libraries, within the plan area. Parking for library staff, which primarily occurs on the south side of the library building, would not be reduced due to the temporary use of a portion of the north parking lot by Fire Department staff, a trailer, equipment, and driveway space. Of the 68 spaces on the north side of the building, 49 would be temporarily removed to accommodate the Dove Library temporary site. Limited replacement parking would be available on Dove Lane and elsewhere in the library parking lot, including south of the library, where employees currently park. Two to three of the accessible parking spaces in this area would not be available during temporary use of the parking lot; however, the city would temporarily locate two to four new accessible spaces to the library’s east parking lot in order to continue meeting patron demand for accessible parking. In anticipation of special events at the library, staff would work with the city’s Transportation Department to relax portions of the parking restrictions on Dove Lane northwest of the shopping center entrance closest to ECR while maintaining transitions to and from the adjacent bike lanes along Dove Lane west to ECR. Implementation of the Dove Library temporary site will not impact bicycle facilities along Dove Lane. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-62- Initial Study Fire truck and ambulance access in and out of the parking lot portion on the north side of the Dove Library would be accommodated by constructing a new two-way temporary driveway on Dove Lane (Figure 1-3) located northwest of the current library entrance off Dove Lane. This separate driveway would serve fire truck and ambulance access and help minimize traffic impacts to library access, parking, and pedestrian pathways. To construct the temporary driveway, the existing sidewalk and landscaping would be removed and graded to minimize the elevation change between the parking lot and the street. An asphalt patch would serve in place of the sidewalk, so pedestrian use of the sidewalk would continue. Upon completion of Fire Station No. 2 construction and upon relocation of Fire Department staff back to the new station, the sidewalk, landscaping, a trailer, fencing, and all other temporary improvements would be removed, and the parking lot would be restored to its pre-existing condition. Use of the Dove Library temporary site is expected between spring 2021 and summer/fall 2022, while the current station is demolished and reconstructed. Construction is currently expected to be complete by summer/fall 2022. B. References City of Carlsbad. 2015. City of Carlsbad General Plan. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp Accessed: March 2018. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-63- Initial Study XVI. Recreation A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Would the 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? ☐ ☐ ☐ ☒ b) Does the Project include recreational facilities or require the construction or expansion of recreational facilities, which might have an adverse physical effect on the environment? ☐ ☐ ☐ ☒ a) No Impact. The Project would be built in the same location as the existing fire station. The fire station’s function, equipment, and personnel would remain similar (including both the Dove Library temporary site and the permanent facility); therefore, the Project and the Dove Library temporary site would not increase the use of existing neighborhood regional parks or other recreational facility and therefore, No Impact to parks would occur. b) No Impact. The Project and the Dove Library temporary site would not increase the use of existing parks or recreational facilities and would not introduce new housing or population that would require use of such facilities. The Project does not propose recreational facilities or require the construction or expansion of recreational facilities. Therefore, No Impact to recreation would occur. B. References City of Carlsbad. 2015. City of Carlsbad General Plan. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp Accessed: March 2018. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-64- Initial Study XVII. Transportation A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Conflict with a program, plan, ordinance or policy addressing the circulation system, including transit, roadway, bicycle and pedestrian facilities? ☐ ☐ ☒ ☐ b) Substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? ☐ ☐ ☒ ☐ c) Result in inadequate emergency access? ☐ ☐ ☒ ☐ a) Less than Significant Impact. The city accommodates motorists via its system of freeways, regional streets, and local streets. ECR is considered an arterial for north/south travel as per the City of Carlsbad Mobility Element of the GP (General Plan, 2015). The 2008 California Complete Streets Act requires cities in California to plan for a balanced, multi-modal transportation system that meets the needs of all travel modes. This Mobility Element establishes a multi-modal level of service (MMLOS) methodology for the city that determines the vehicle level of service by the Highway Capacity Manual and evaluates the service levels for pedestrians, bicyclists and transit users. The city’s MMLOS methodology provides a qualitative “grade” assigned to specified travel modes, ranging from a level of service (LOS) A to LOS F. LOS A reflects a high service standard for a travel mode (e.g., outstanding characteristics and experience for that mode) and LOS F reflects a poor service standard for a travel mode (e.g., congestion for vehicles, no bicycle, pedestrian, or transit facilities, etc.). The Project would not alter current land uses on the site. However, Project construction could result in temporary impacts to the circulation system. A Traffic Impact Study, prepared by Burns & McDonnell Engineering Company, Inc. dated March 23, 2018, was conducted for the Project to determine impacts of construction on all modes of transportation along ECR (Appendix G). The most significant period of construction activity is anticipated to include 25 laborer trips in both the morning and evening peak hours (7:45 a.m. to 8:45 a.m. and 4:45 p.m. to 5:45 p.m., respectively). Construction activity also includes approximately 50 trips per day for material delivery and hauling (100 total trips per day) which would occur throughout the workday, outside of morning and evening peak hours. For the purposes of the traffic assessment, it is anticipated that the construction activities would result in an influx of 25 vehicles entering the Project site during the morning peak hour and 25 vehicles exiting the Project site during the evening peak hour to represent a worse-case scenario. Workers during Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-65- Initial Study peak construction periods can be accommodated partially on the Project site and along Arenal Road east and west of ECR. Construction activity trip distribution was determined through assessment of the existing condition peak hour traffic volume counts. Construction trips are anticipated to utilize ECR and were distributed to the north and south via ECR based on a volume weighting of existing day traffic counts. The Traffic Impact Study states that the measure of significant impact to intersection performance is an increase of vehicular delay by 2.0 seconds. Once the new fire station becomes operational, the service area is expected to remain the same as in the existing condition and it can reasonably be assumed that the frequency of emergency response requests would be similar to the existing conditions. Similarly, the signalized intersection will continue to use emergency vehicle pre-emption to allow access to and from the new fire station. Once operational, the roadway network would experience similar operating conditions as it currently does. The Traffic Impact Study found no significant impact anticipated to each of the study intersections in considering peak construction activities (Appendix G). The southbound approach of ECR and Arenal Road would degrade from a LOS C to LOS D in the evening peak hour; however, the overall intersection performance would remain at LOS C. The overall intersection and approach delay would result in an increase of fewer than 2.0 seconds. Construction of the Project would not conflict with an applicable plan, ordinance, or policy established to measure effectiveness and would not decrease overall LOS at intersections. As part of the traffic study, intersection traffic counts were conducted on February 8, 2018, for a period of 24 hours. The study found no pedestrian or bicycle usage during the peak vehicle hours of 7:45 a.m. to 8:45 a.m. and 4:45 p.m. to 5:45 p.m. As such, the traffic count study focused on the automobile mode and impact to automobile LOS. Other modes of roadway users were observed during off-peak periods, with a total pedestrian usage of 53 pedestrians at the ECR and Arenal Road intersection. The peak pedestrian usage of the ECR and Arenal Road intersection was found to occur from 6:00 a.m. to 7:00 a.m. when eight pedestrians utilized the intersections crosswalks. Total bicycle usage was found to include 14 bicyclists during the traffic count period, with none present during the peak vehicular time periods. Construction of the Project and use of the Dove Library temporary site, including installation of the temporary driveway, would not conflict with adopted policies, plan, or programs regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease performance or safety of such facilities. Crosswalks and bike paths near the Project would continue to operate during construction and operation and use of the sidewalk would continue across the temporary driveway at Dove Library. Additionally, there would be no significant impact to LOS for vehicles. Therefore, potential impacts would be Less than Significant. The existing fire station has two driveways on Arenal Road and lacks access directly onto ECR. Presently, one wide driveway serves the apparatus bay; maneuvering for emergency response vehicles, including backing into the bay, requires use of the street. Fire station personnel access the fire station site via a separate, smaller driveway, also on Arenal Road. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-66- Initial Study Though this separate, smaller driveway is two-way, limited on-site area for vehicle maneuvering makes exiting the fire station in a forward direction a challenge. To enable all vehicles to enter and exit the fire station site and apparatus bay in a forward direction, the new station would have one shared driveway to enter the site from Arenal Road and two new exit-only driveways onto ECR. The single Arenal Road driveway serves as ingress for both emergency response and fire station personnel vehicles. The two, one-way (exit only) ECR driveways serve as either egress for emergency response vehicles at the station’s street-facing apparatus bay, or as the egress for the vehicles of fire station employees. The design guidelines of the ECR Corridor Development Standards indicate that “intersections and access points shall be minimized along the corridor. Such roadways should be designed in conformance with the city’s Engineering Department Design Standards.” The new driveways onto ECR represent two additional access points for a single use. They are necessary to facilitate more efficient and safe ingress and egress of emergency vehicles and personal vehicles and to aid response times. Further, use of the ECR driveway for emergency vehicles/emergency response would be periodic and brief; use of the other driveway is anticipated to be sporadic and limited to fire station personnel. Therefore, neither are anticipated to degrade intersection performance. The bike lane and sidewalk on ECR would be maintained and properly transitioned across the new fire station driveway. To accommodate emergency vehicles exiting from the apparatus bay driveway onto ECR, a “Keep Clear” label would be painted on both north and south bound lanes to allow safe right and left turns out of the station. In addition, the southbound ECR traffic signal at Arenal Road would be relocated approximately 75 feet to the north of the driveway. The crosswalk will remain on ECR. Due to the placement of the new apparatus bay driveway on ECR, the existing bus stop would be relocated south in front of the Omni Resort & Spa. This bus stop mostly serves the employees of the Omni Resort & Spa and would continue to operate during construction so that public transportation services are not interrupted. The city engineer and the city’s Traffic Division have reviewed the additional driveways, bus stop and signal relocations and concluded the Project is compliant with requirements. Therefore, potential impacts would be Less than Significant. During the construction of the Project, a temporary location would be established at the nearby Dove Library. Trips associated with staff at the current site would be temporarily assigned to the Dove Library location, as would associated trips resulting from emergency response activities. The trips associated with staff (5 employees per shift plus an additional person, such as a paramedic colleague, someone from the city’s explorer program or a probationary employee, for a ride-along, for a maximum of 6 people per shift) travel to and from the facility are negligible and have no significant impact on area traffic operations, while trips associated with emergency response are variable both in terms of time of day and number of occurrences. These trips are also expected to have no significant impact on area Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-67- Initial Study traffic operations. It can be reasonably expected that the Project operations, whether at the Dove Library temporary site or the new permanent facility, would have the same general effect on area circulation as the current Fire Station No. 2. The Dove Library temporary site would include construction of a temporary driveway for ingress and egress as described in the Project Description. The existing bike lanes along Dove Lane west of ECR and transitions to and from them will be maintained for the duration of the project. No impact to the operation of the existing bike lane network will result. Therefore, impacts to circulation at the Dove Library temporary site would be localized to the sidewalk. Impacts to Dove Lane and signalization discussion is included under item b), below. Impacts to the sidewalk along Dove Lane would be periodic (during construction of the ingress/egress driveway) and intermittent (such as when vehicles enter or exit) and are therefore considered Less than Significant. b) Less than Significant Impact. The streetlights and traffic signal at the intersection of Arenal Road and ECR would remain unchanged by the Project, except for the south-bound traffic signal on ECR, which would be relocated approximately 75 feet to the north to allow space for emergency response vehicles exiting onto ECR. During an emergency response, manual or automatic activation of the large apparatus bay garage doors would trigger a call to the traffic signal to allow safe egress of the emergency vehicle exiting from station and protect local traffic. Other than relocating the traffic signal 75 feet to the north, no circulation improvements are proposed for local roadways surrounding the Project. Ingress and egress routes would be designed and constructed to city standards and any deviation from design standards would be subject to the approval of the City Engineering Department. The ECR Corridor Development Standards (as discussed in Section I. Aesthetics and XI. Land Use and Planning) discourage direct access (driveways, intersections) onto ECR. However, the Fire Department requires driveways which would provide safe and efficient access onto ECR for fire and employee vehicles and is coordinating with the City Engineering Department to design adequate safety measures (such as the appropriate line of sight) and no feature of the Project would result in a design hazard. Emergency vehicle access at the Dove Library temporary site in and out of the parking lot portion on the north side of the Dove Library would be accommodated by constructing a new temporary two-way driveway at a location northwest of the existing library entrance where this is feasible with the grade of Dove Lane. A separate driveway would benefit emergency vehicle access and help minimize traffic impacts to library patron parking and pedestrian pathways. Emergency vehicle ingress and egress will not significantly impact traffic on Dove Lane, as all firetruck and ambulance maneuvering would occur within the parking lot area. To construct the temporary driveway, the existing sidewalk and landscaping would be removed to minimize the grade change between the parking lot and the street. An asphalt patch would take the place of the sidewalk in this area, so pedestrian use of the sidewalk would not be compromised. Upon completion of the Fire Station No. 2 construction Project and upon relocation of Fire Department staff back to the new station, the sidewalk and landscaping area would be restored to its pre-existing condition. Therefore, it would not increase hazards due to an incompatible use, and potential impacts would be Less than Significant. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-68- Initial Study c) Less than Significant Impact. There is no planned road closure or a significant impact to LOS because of construction that would prevent or impact emergency response near the Project site. Fire Station No. 2 would be temporarily relocated to the Dove Library temporary site during construction, so construction at the existing site would not interfere with emergency response from this fire station. Therefore, potential impacts would be Less than Significant. B. References City of Carlsbad. 2015. City of Carlsbad General Plan. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp City of Carlsbad. 2018. City of Carlsbad ECR Corridor Development Standards. Available at: http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=24734 Accessed: September 2018. County of San Diego. 2011. Guidelines for Determining Significance and Report Format and Content Requirements, Transportation and Traffic. Available at: https://www.sandiegocounty.gov/dplu/docs/Traffic_Guidelines.pdf Burns & McDonnell Engineering Company, Inc. 2018. Fire Station Number 2 Construction Traffic Impacts. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-69-Initial Study XVIII.Tribal Cultural Resources A.Environmental Analysis Would the Project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code section 21074 as either a site, feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California Native American tribe, and that is: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a)Listed or eligible for listing in the California Register of Historical Resources, or in a local register of historicalresources as defined in Public Resources Code section5020.1(k), or ☐☐☐ ☒ b)A resource determined by the lead agency, in its discretionand supported by substantial evidence, to be significantpursuant to criteria set forth in subdivision (c) of PublicResources Code Section 5024.1. In applying the criteria setforth in subdivision (c) of Public Resources Code Section 5024.1, the lead agency shall consider the significance of theresource to a California Native American tribe. ☐☒☐☐ a)No Impact. There are no 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), that would be affected by the Project or the temporary improvements at Dove Library. Thus, there would be No Impact. b)Less than Significant Impact with Mitigation Incorporated. In accordance with the city’s Tribal, Cultural, and Paleontological Resources Guidelines (2017), the City Planning Division notified the San Luis Rey Band of Mission Indians, the Torres Martinez Desert Cahuilla Indians, the Mesa Grande Band of Mission Indians, and the Rincon Band of Luiseño Indians, which are traditionally and culturally affiliated California Native American tribes that have requested notice of proposed projects in the city. Notices were sent on April 23, 2018, in conformance with Assembly Bill 52 (See Appendix H for tribal consultation records). The San Luis Rey Band of Mission Indians responded within 30 days in a letter dated April 27, 2018 and requested consultation. The city responded to the San Luis Rey Band letter to engage in further consultation, and the tribe has requested additional information; at the time of publication of this IS/MND, the consultation process is ongoing. The Rincon Band of Luiseño Indians responded in a letter dated May 25, 2018 and did not request any consultation. However, the tribe recommended archaeological and Luiseño tribal monitoring during ground disturbance activities because the Project site is located within the historical territory of the Luiseño people. The city received no response or consultation request from either the Torres Martinez Desert Cahuilla Indians or the Mesa Grande Band of Mission Indians. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-70-Initial Study As stated in Section V. Cultural Resources/Paleontological Resources, the SCIC records search found one previously recorded cultural resource (CA-SDI-609) on the Project site. The cultural resource CA-SDI-609 was recorded in 1959 and consisted of midden soil deposits, shell fragments, and lithic artifacts. The city will retain a qualified Luiseño Native American monitor to monitor ground-disturbing construction activities that would have a reasonable likelihood to disturb areas of tribal cultural resources. Therefore, with implementation of mitigation measures TRIBAL-1 through TRIBAL-10 below, impacts would be Less than Significant. For the Dove Library temporary site, excavation would be limited to sidewalk and landscape removal and restoration for installation of a temporary driveway. Minor trenching to access underground utilities may be considered; however, it is not anticipated. Due to the limited area of disturbance and the location on previously developed/paved areas, impacts to cultural resources at the Dove Library temporary site are not anticipated and are therefore considered Less than Significant. TRIBAL-1: Native American Monitoring. A Luiseño Native American monitor shall be present during all ground disturbing activities. Ground disturbing activities may include, but are not limited to, archaeological studies, geotechnical investigations, clearing, grubbing, trenching, excavation, preparation for utilities and other infrastructure, and grading activities. TRIBAL-2: Native American Monitoring. Any and all uncovered artifacts of Luiseño Native American cultural importance shall be returned to the San Luis Rey Band of Mission Indians, and/or the Most Likely Descendant, if applicable, and not be curated, unless ordered to do so by a federal agency or a court of competent jurisdiction. TRIBAL-3: Preconstruction Meeting. The Luiseño Native American monitor shall be present at the Project’s preconstruction meeting to consult with grading and excavation contractors concerning excavation schedules and safety issues, as well as to consult with the archaeologist concerning the proposed archaeologist techniques and/or strategies for the Project. TRIBAL-4: Temporary Divert and/or Halt Construction Activities. Luiseño Native American monitors and archaeological monitors shall have joint authority to temporarily divert and/or halt construction activities. If tribal cultural resources are discovered during construction, all earth-moving activity within and around the immediate discovery area must be diverted until the Luiseño Native American monitor and the archaeologist can assess the nature and significance of the find. TRIBAL-5: Data Recovery Plan. If a significant tribal cultural resource(s) and/or unique archaeological resource(s) are discovered during ground-disturbing activities for the Project, the San Luis Rey Band of Mission Indians, or another Luiseño Native American Band, shall be notified and consulted regarding the respectful and dignified treatment of those resources. Pursuant to California Public Resources Code Section 21083.2(b) avoidance is the preferred method of preservation for archaeological and tribal cultural resources. If, however, the Applicant is able to demonstrate that avoidance of a significant and/or unique cultural resource is infeasible and a data recovery plan is authorized by the Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-71-Initial Study City of Carlsbad as the lead agency, the San Luis Rey Band of Mission Indians, or another Luiseño Native American Band, shall be consulted regarding the drafting and finalization of any such recovery plan. TRIBAL-6: Collection of Tribal Cultural Resources. The avoidance and/or preservation of the significant tribal cultural resource and/or unique archaeological resource must first be considered and evaluated as required by CEQA. Where any significant tribal cultural resources and/or unique archaeological resources have been discovered and avoidance and/or preservation measures are deemed to be infeasible by the city, then a research design and data recovery program to mitigate impacts shall be prepared by the qualified archaeologist (using professional archaeological methods), in consultation with a Luiseño Native American monitor and shall be subject to approval by the city. When the archaeologist collects such resources, a Luiseño Native American monitor must be present during any testing or cataloging of those resources. If the archaeologist does not collect the tribal cultural resources that are unearthed during the ground disturbing activities, the Luiseño Native American monitor may, at their discretion, collect said resources and provide them to the San Luis Rey Band of Mission Indians, or another Luiseño Native American Band, for dignified and respectful treatment in accordance with their cultural and spiritual traditions. In addition, an option to include an on-site reburial in a protected area (i.e. open space easement or conservation area) to avoid impacts from future development and/or maintenance projects. TRIBAL-7: Incidental Discovery of Human Remains. If suspected Native American human remains are encountered, California Health and Safety Code Section 7050.5(b) states that no further disturbance shall occur until the San Diego County Medical Examiner has made the necessary findings as to origin. Further, pursuant to California Public Resources Code Section 5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. Suspected Native American remains shall be examined in the field and kept in a secure location at the site. A Luiseño Native American monitor shall be present during the examination of the remains. If the San Diego County Medical Examiner determines the remains to be Native American, the NAHC must be contacted by the Medical Examiner within 24 hours. The NAHC must then immediately notify the Most Likely Descendant about the discovery. The Most Likely Descendant shall then make recommendations within 48 hours and engage in consultation concerning treatment of remains as provided in Public Resources Code 5097.98. TRIBAL-8: Imported Fill Material. In the event that fill material is imported into the Project area, the fill shall be clean of tribal cultural resources and documented as such. Commercial sources of fill material are already permitted as appropriate and would be culturally sterile. If fill material is to be utilized and/or exported from areas within the Project site, then that fill material shall be analyzed and confirmed by an archeologist and Luiseño Native American monitor that such fill material does not contain tribal cultural resources. TRIBAL-9: Testing of Tribal Cultural Resources. No testing, invasive or non-invasive, shall be permitted on any recovered tribal cultural resources without the written permission of the San Luis Rey Band of Mission Indians or another Luiseño Native American Band. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-72-Initial Study TRIBAL-10: Monitoring Report. Prior to the release of the grading bond, a monitoring report and/or evaluation report, if appropriate, which describes the results, analysis and conclusions of the monitoring program shall be submitted by the archaeologist, along with the Luiseño Native American monitor’s notes and comments, to the City of Carlsbad for approval. Said report shall be subject to confidentiality as an exception to the Public Records Act and will not be available for public distribution. B.References City of Carlsbad, 2017. Carlsbad Tribal, Cultural, and Paleontological Resources Guidelines. Available at: http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=34010 Accessed April 2018. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-73- Initial Study XIX. Utilities and Service Systems A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Require or result in the relocation or construction of new or expanded water, wastewater treatment or storm water drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which would cause significant environmental effects? ☐ ☐ ☒ ☐ b) Have sufficient water supplies available to serve the project and reasonably foreseeable future development during normal, dry and multiple dry years? ☐ ☐ ☒ ☐ c) Result in a determination by the wastewater treatment provider, which 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? ☐ ☐ ☒ ☐ d) Generate solid waste in excess of state or local standards, or in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals? ☐ ☐ ☒ ☐ e) Comply with federal, state, and local management and reduction statutes and regulations related to solid waste? ☐ ☐ ☐ ☒ a) Less than Significant Impact. The Project and the Dove Library temporary site would not result in the construction of a new water or wastewater treatment facility, nor would they entail the expansion of existing facilities. Because no alterations to the existing municipal water and wastewater services are proposed, No Impacts are anticipated with regard to water and wastewater services. Drainage for the Project site would be designed to minimize pollution to surface water and minimize runoff from the Project site. The Project design would comply with the City of Carlsbad Engineering Standards Volumes 4 and 5 and the CMC Title 15. The Project would comply with all applicable storm water management and hydromodification management requirements listed in the City of Carlsbad BMP Design Manual. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-74- Initial Study Compliance with the city’s regulations and ordinances for grading, drainage, and storm water would require that the capacity of the existing storm drain systems would not be exceeded, and that new and/or retrofitted facilities would be provided, as necessary. Because the Project would maintain the existing land uses at the site, it would not be expected to generate significant increases in storm water runoff. The Dove Library temporary site would not construct new storm water drainage facilities or expand existing facilities. Therefore, potential impacts would be Less than Significant. b) Less than Significant Impact. During construction, water use would be limited and temporary in nature at the Project site. Water would be used for some construction activities such as dust control and or mixing materials (e.g., concrete mix). Operational water usage would remain substantially similar to existing conditions. Existing municipal water facilities would serve the Project, and if necessary, a water truck may be used during construction. The Project would require minimal new water supplies to serve irrigation needs once constructed. The Dove Library temporary site would connect to the library utility services for all water needs. The library is connected to the municipal water system and has adequate capacity to serve the Dove Library temporary site. The Project and the Dove Library temporary site do not meet the requirements of a “regionally significant project” per Senate Bill 610 as they would not require expanded use of water supplies. Therefore, the Project is not subject to enhanced CEQA requirements per SB 610. There are sufficient water supplies available to serve the Project; therefore, potential impacts would be Less than Significant. c) Less than Significant Impact. For the Project, wastewater treatment services are provided by the Leucadia Wastewater District. For the Dove Library site, they are provided by the City of Carlsbad. Project implementation would not significantly impact wastewater treatment, since no significant increased demand would result with implementation of the Project or the Dove Library temporary site. Weekly sanitary services would be provided by third party vendor for the trailer at the Dove Library temporary site. Therefore, potential impacts would be Less than Significant. d) Less than Significant Impact. Construction activities for the Project and the Dove Library temporary site would produce construction debris and waste. However, this waste is anticipated to be minimal and is not expected to exceed the permitted capacity of local landfills. The landfills that would likely be used to dispose of Project solid waste are Sycamore Canyon and Otay. All material would be sorted and disposed of according to local, state, and federal requirements. The California Green Building Standards Code (Title 24, Part 11) requires that new building construction divert 50% of construction waste from landfills (CBSC, 2017). Operational waste would remain substantially similar to existing conditions. Therefore, potential impacts would be Less than Significant. e) No Impact. Under the Integrated Solid Waste Management Act of 1989, all cities and counties in California were required to divert 25 percent of solid waste from landfills by Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-75- Initial Study January 1, 1995 and continue to increase solid waste diversion to 50 percent by January 1, 2000. The Project would follow the latest diversion requirements as defined in the 2016 California Green Building Standards Code. The California Solid Waste Reuse and Recycling Access Act of 1991 requires that state and local agencies provide adequate and accessible areas for collecting and loading garbage and recycling materials by creating ordinances for development projects. Lastly, the DTSC enforces hazardous waste laws and regulations. The DTSC also issues permits to store, treat, or dispose of hazardous wastes; oversees cleanup activities on contaminated sites; provides emergency response for hazardous materials- related emergencies; and investigates potential criminal activities related to hazardous wastes (DTSC, 2010). The Project would comply with federal, state, and local statutes and regulations related to solid waste. Recycling of construction debris would be implemented to the extent possible. All solid waste would be disposed of in an approved site in compliance with applicable regulations. There would be No Impact. B. References California Building Standards Commission (CBSC). 2017. Guide to the 2016 California Green Building Standard Code. Available at: https://www.documents.dgs.ca.gov/bsc/CALGreen/CALGreen-Guide-2016-FINAL.pdf. Accessed: March 2018. California Department of Resources Recycling and Recovery (CalRecycle). 2016. California’s Statewide Per Resident, Per Employee, and Total Disposal Since 1989. Available at: http://www.calrecycle.ca.gov/lgcentral/goalmeasure/DisposalRate/Graphs/Disposal.htm. Accessed: March 2018. California Department of Toxic Substances Control (DTSC). 2010. “DTSC: Who We Are and What We Do.” Available at: http://www.dtsc.ca.gov/InformationResources/DTSC_Overview.cfm. Accessed: March 2018. Accessed: March 2018. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-76- Initial Study XX. Wildfire A. Environmental Analysis If located in or near state responsibility areas or lands classified as very high fire hazard severity zones, would the project: Potentially Significant Impact Less than Significant with Mitigation Incorporated Less than Significant Impact No Impact a) Substantially impair an adopted emergency response plan or emergency evacuation plan? ☐ ☐ ☒ ☐ b) Due to slope, prevailing winds, and other factors, exacerbate wildfire risks, and thereby expose project occupants to, pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire? ☐ ☐ ☐ ☒ c) Require the 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? ☐ ☐ ☐ ☒ d) Expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes? ☐ ☐ ☒ ☐ a) Less than Significant Impact. The Project would not impair an adopted emergency response plan or emergency evacuation plan. Refer to responses above under Section IX. Hazards and Hazardous Materials, items f and g. Construction and operation of the Project as well as use of the Dove Library temporary site would not significantly impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan. In fact, the Project will enhance emergency response and evacuation efforts by constructing an improved fire station that will meet the operational needs, goals, and policies of the City of Carlsbad Fire Department and the city. The City of Carlsbad participates in the San Diego County Multi-Jurisdictional Hazard Mitigation Plan (MJHMP) and identified Structural Fire/Wildfire as one of their top five hazards (San Diego County, 2019). The City of Carlsbad included goals in the MJHMP to reduce the possibility of damage and losses to existing assets, including people, critical facilities/infrastructure, and public facilities due to structural fire/wildfire. Furthermore, the City of Carlsbad has adopted an Emergency Operations Plan (City of Carlsbad, 2018) to provide guidance for the City of Carlsbad’s response to emergencies, including wildfire. This plan was developed to facilitate response and short-term recovery Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-77- Initial Study activities. This plan is consistent with and references the MJHMP. Several mitigation actions specific to wildfire are included in the plan. These include, Zoning ordinances and Uniform Building Code, weed abatement and defensible space programs, tree and landscape maintenance, habitat management plan, and community outreach strategies such as distribution of materials about wildland fire mitigation actions the community can implement. The construction and operation of both the Project and the Dove Library temporary site would be consistent with the MJHMP and the City of Carlsbad Emergency Operations Plan. Therefore, the Project would have a Less than Significant Impact on any emergency response plans or emergency evacuation plans. b) No Impact. The construction of a new and improved fire station will yield a net benefit and enhance the city’s capability to respond to wildfire threats. CAL FIRE uses the Fire Hazard Severity Zone model as the basis for evaluating fire hazards and making recommendations to local jurisdictions where Very High Fire Hazard Severity Zones exist. The Local Responsibility Area (LRA) hazard rating reflects flame and ember intrusion from adjacent wildlands and from flammable vegetation in urban areas (CAL FIRE, 2019a). The Project site and the Dove Library temporary site are not located on lands classified as Very High Fire Hazard Severity Zones. The nearest local responsibility area (LRA) is located approximately 0.5 mile south of the Project site (CAL FIRE, 2019a and b). Therefore, the Project will not exacerbate the wildfire risks due to slope, prevailing winds, and other factors. Project occupants will not be exposed to pollutant concentrations from wildfires or uncontrolled spread of wildfires caused by construction or operation of the Project or by the Dove Library temporary site. Furthermore, the purpose of the Project is to meet the operational needs, goals, and policies of the City of Carlsbad and the Carlsbad Fire Department, including current fire codes. The Project could ultimately help reduce the risk of impacts from wildfires. Therefore, there is No Impact related to exacerbation of wildfire risk. c) No Impact. As explained above, the Project site and the Dove Library temporary site are not located on lands classified as Very High Fire Hazard Severity Zones. The Project would be constructed on the site of the existing fire station and will not require the installation of new permanent associated infrastructure (such as fuel breaks, emergency water sources, power lines or other utilities) that could exacerbate fire risk or result in temporary or ongoing impacts to the environment. The Dove Library temporary site will not require installation of new permanent infrastructure that could exacerbate fire risk. Therefore, there would be No Impact related to this threshold. d) Less than Significant. As explained above, the Project site and the Dove Library temporary site are not located on lands classified as Very High Fire Hazard Severity Zones. The Project site and the Dove Library temporary site are not located within a mapped landslide zone (City of Carlsbad, 2015). Both the Project site and the Dove Library temporary site have relatively uniform flat topography with low vulnerability to landslides, mudslides, or rock- fall events induced by rainfall or excessive rainfall. The Project does not include changes Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-78- Initial Study related to existing drainage patterns nor would it create new risks due to downslope or downstream flooding. The Project and the Dove Library temporary site would be required to comply with applicable local and state building codes, and therefore would not exacerbate the potential for landslide hazards. Therefore, impacts associated with landslides as a result of runoff, post-fire slope instability, or drainage changes would be Less than Significant. B. References San Diego County. 2019. Multi-jurisdictional Hazard Mitigation Plan. Available at: https://www.sandiegocounty.gov/oes/docs/2010-HazMit-Final-August-2010.pdf. Accessed: June 2019. City of Carlsbad. 2015. City of Carlsbad General Plan. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp. California Department of Forestry and Fire Protection – Fire and Resource Assessment Program (CAL FIRE) a. 2019. Local Responsibility Area (LRA) GIS layer. Available at: https://www.fire.ca.gov/fire_prevention/fhsz_maps_sandiego. Accessed: June 2019. California Department of Forestry and Fire Protection – Fire and Resource Assessment Program (CAL FIRE) b. 2019. “State Responsibility Area (SRA) GIS layer.” Available at: https://www.fire.ca.gov/fire_prevention/fhsz_maps_sandiego. Accessed: June 2019. City of Carlsbad. 2015. General Plan & Climate Action Plan, Final Environmental Impact Report SCH #2011011004. Available at: http://www.carlsbadca.gov/services/depts/planning/update/documents.asp. City of Carlsbad. 2018. City of Carlsbad Emergency Operations Plan. On file with City of Carlsbad. Dated June 2018. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-79- Initial Study XXI. Mandatory Findings of Significance A. Environmental Analysis Would the Project: Potentially Significant Impact Less than Significant with Mit. Incorporated Less than Significant Impact No Impact a) Does the Project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, substantially reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? ☐ ☒ ☐ ☐ b) Does the Project have impacts that are individually limited, but cumulatively considerable? (“Cumulatively considerable” means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects) ☐ ☒ ☐ ☐ c) Does the Project have environmental effects, which will cause substantial adverse effects on human beings, either directly or indirectly? ☐ ☒ ☐ ☐ a) Less than Significant with Mitigation Incorporated. Based on evaluation and discussions contained in this IS/MND, the Project has limited potential to degrade the quality of the environment (including habitat, special-status species, and periods of California history or prehistory). With mitigation for biology, cultural, noise, and paleontological and Tribal Cultural resources, the Project and the Dove Library temporary site would not result in significant impacts for any environmental topic areas. Furthermore, adherence to regulations, ordinances, standards, and mitigation measures (listed in Table 2-3 below) would further reduce impacts resulting from construction and operation of the Project and the Dove Library temporary site. Therefore, impacts related to this threshold would be Less than Significant with Mitigation. b) Less Than Significant Impact with Mitigation Incorporated. Cumulative impacts are defined as two or more individual project effects that, when considered together or in concert with other projects, combine to result in a significant impact (CEQA Guidelines Section 15355). The Project and the Dove Library temporary site are consistent with the city’s GP and land use designations adhering to all land use plans and policies with jurisdiction in the city. Furthermore, with implementation of regulations, ordinances, standards, and the mitigation measures (listed in Table 2-3 below) at the Project and the Dove Library Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-80- Initial Study temporary site, project-level impacts to the environment would be reduced to Less than Significant with Mitigation, and impacts would not be cumulatively considerable when viewed in connection with the effects of reasonably foreseeable projects. c) Less than Significant Impact with Mitigation Incorporated. The Project would not result in environmental effects which would cause substantial adverse effects on human beings, either directly or indirectly. The Project would provide a net benefit to the local community by improving the City of Carlsbad Fire Department’s ability to provide fire protection services. Adherence to regulatory codes, ordinances, regulations, standards, and the mitigation measures (listed in Table 2-3 below), whether for the Project or the Dove Library temporary site, would ensure that construction and operations would not result in substantial adverse direct or indirect effects on humans. Therefore, impacts would be considered Less than Significant with Mitigation. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-81- Initial Study List of Mitigation Measures Table 2-3: List of Mitigation Measures Section Mitigation Measures Biological Resources BIO-1: Pre-Construction Nesting Bird Monitoring. The city shall retain a qualified biologist to perform pre-construction nesting bird surveys if vegetation disturbance is scheduled to occur during the bird breeding season (between January 15 and September 15). The nesting bird surveys shall occur no more than 72 hours prior to vegetation disturbance. If nesting birds are found, the biologist shall establish an adequate buffer zone based on a species-by-species, case-by-case basis, in accordance with city policies and guidelines. Cultural/ Paleontological Resources CUL-1: Archeological Monitoring. The city shall retain a qualified archaeologist to monitor ground-disturbing construction activities that would have a reasonable likelihood to disturb areas of archaeological sensitivity. If archaeological material is identified at any point of construction, work in that location shall be diverted, and the qualified archaeologist monitor shall evaluate the nature and significance of the find. CUL-2: Incidental Discovery of Human Remains. If human remains are encountered during construction, no further disturbance shall occur until the county medical examiner has been notified and has made the necessary findings as to origin. Further, pursuant to California Public Resources Code Section 5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. PALEO-1: Paleontological Monitoring. A qualified paleontologist shall be retained during construction activities that would have a reasonable likelihood to disturb areas of high paleontological sensitivity. No monitoring is required for excavations in artificial fill with no paleontological sensitivity. If paleontological resources are encountered during construction, the paleontological monitor shall have the authority to temporarily redirect construction away from the area of the find to assess its significance. If paleontological resources are encountered when the qualified paleontologist is not present, work in the immediate area of the find shall be redirected and the paleontologist would be contacted to assess the find for significance. If determined to be significant, the fossil shall be collected from the field. Collected resources shall be prepared to the point of identification, identified to the lowest taxonomic level possible, cataloged, and curated into the permanent collections of a museum repository. Noise NOISE-1: Construction Noise. The following mitigation measures shall be implemented. a) Construction activities shall adhere to the Carlsbad Municipal Code 8.48.010, which restricts operation of equipment or performance of construction after 6:00 p.m. on any day, before 7:00 a.m., Monday through Friday and before 8:00 a.m. on Saturday, all day on Sunday, and all day on any federal holiday. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-82- Initial Study b) Construction equipment shall be properly maintained and equipped with noise-reduction intake and exhaust mufflers, in accordance with manufacturers’ recommendations. c) Construction equipment staging areas shall be located at the furthest distance possible from nearby noise-sensitive land uses. NOISE-2: Siren Delay at Dove Library temporary site. Fire Department staff shall delay their engine checks until after 9:00 a.m., and in the event of an emergency call, shall delay siren activation for both the fire engine and ambulance, until entering ECR. There may be occasional situations where siren activation would be necessary on Dove Lane for public safety, but Fire Department protocol would be to delay siren activation until they reach ECR. Tribal Cultural Resources TRIBAL–1: Native American Monitoring. A Luiseño Native American monitor shall be present during all ground disturbing activities. Ground disturbing activities may include, but are not be limited to, archaeological studies, geotechnical investigations, clearing, grubbing, trenching, excavation, preparation for utilities and other infrastructure, and grading activities. TRIBAL-2: Native American Artifacts Uncovered. Any and all uncovered artifacts of Luiseño Native American cultural importance shall be returned to the San Luis Rey Band of Mission Indians, and/or the Most Likely Descendant, if applicable, and not be curated, unless ordered to do so by a federal agency or a court of competent jurisdiction. TRIBAL-3: Preconstruction Meeting. The Luiseño Native American monitor shall be present at the Project’s preconstruction meeting to consult with grading and excavation contractors concerning excavation schedules and safety issues, as well as to consult with the archaeologist PI concerning the proposed archaeologist techniques and/or strategies for the Project. TRIBAL-4: Temporary Divert and/or Halt Construction Activities. Luiseño Native American monitors and archaeological monitors shall have joint authority to temporarily divert and/or halt construction activities. If tribal cultural resources are discovered during construction, all earth-moving activity within and around the immediate discovery area must be diverted until the Luiseño Native American monitor and the archaeologist can assess the nature and significance of the find. TRIBAL-5: Data Recovery Plan. If a significant tribal cultural resource(s) and/or unique archaeological resource(s) are discovered during ground-disturbing activities for the Project, the San Luis Rey Band of Mission Indians, or another Luiseño Native American Band, shall be notified and consulted regarding the respectful and dignified treatment of those resources. Pursuant to California Public Resources Code Section 21083.2(b) avoidance is the preferred method of preservation for archaeological and tribal cultural resources. If, however, the Applicant is able to demonstrate that avoidance of a significant and/or unique cultural resource is infeasible and a data recovery plan is authorized by the City of Carlsbad as the lead agency, the San Luis Rey Band of Mission Indians, or another Luiseño Native American Band, shall be consulted regarding the drafting and finalization of any such recovery plan. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-83- Initial Study TRIBAL-6: Collection of Tribal Cultural Resources: The avoidance and/or preservation of the significant tribal cultural resource and/or unique archaeological resource must first be considered and evaluated as required by CEQA. Where any significant tribal cultural resources and/or unique archaeological resources have been discovered and avoidance and/or preservation measures are deemed to be infeasible by the city, then a research design and data recovery program to mitigate impacts shall be prepared by the qualified archaeologist (using professional archaeological methods), in consultation with a Luiseño Native American monitor and shall be subject to approval by the city. When the archaeologist collects such resources, a Luiseño Native American monitor must be present during any testing or cataloging of those resources. If the archaeologist does not collect the tribal cultural resources that are unearthed during the ground disturbing activities, the Luiseño Native American monitor may, at their discretion, collect said resources and provide them to the San Luis Rey Band of Mission Indians, or another Luiseño Native American Band, for dignified and respectful treatment in accordance with their cultural and spiritual traditions. In addition, an option to include an on-site reburial in a protected area (i.e. open space easement or conservation area) to avoid impacts from future development and/or maintenance projects. TRIBAL-7: Incidental Discovery of Human Remains. If suspected Native American human remains are encountered, California Health and Safety Code Section 7050.5(b) states that no further disturbance shall occur until the San Diego County Medical Examiner has made the necessary findings as to origin. Further, pursuant to California Public Resources Code Section 5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. Suspected Native American remains shall be examined in the field and kept in a secure location at the site. A Luiseño Native American monitor shall be present during the examination of the remains. If the San Diego County Medical Examiner determines the remains to be Native American, the NAHC must be contacted by the Medical Examiner within 24 hours. The NAHC must then immediately notify the “Most Likely Descendant” about the discovery. The Most Likely Descendant shall then make recommendations within 48 hours and engage in consultation concerning treatment of remains as provided in Public Resources Code 5097.98. TRIBAL-8: Imported Fill Material. In the event that fill material is imported into the Project area, the fill shall be clean of tribal cultural resources and documented as such. Commercial sources of fill material are already permitted as appropriate and would be culturally sterile. If fill material is to be utilized and/or exported from areas within the Project site, then that fill material shall be analyzed and confirmed by an archeologist and Luiseño Native American monitor that such fill material does not contain tribal cultural resources. TRIBAL-9: Testing of Tribal Cultural Resources. No testing, invasive or non-invasive, shall be permitted on any recovered tribal cultural resources Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-84- Initial Study without the written permission of the San Luis Rey Band of Mission Indians or another Luiseño Native American Band. TRIBAL-10: Monitoring Report. Prior to the release of the grading bond, a monitoring report and/or evaluation report, if appropriate, which describes the results, analysis and conclusions of the monitoring program shall be submitted by the archaeologist, along with the Luiseño Native American monitor’s notes and comments, to the City of Carlsbad for approval. Said report shall be subject to confidentiality as an exception to the Public Records Act and will not be available for public distribution. Project Name: Fire Station No. 2 & Fire Station No. 2 Temporary Location November 22, 2019 -2-85- Initial Study Earlier Analyses and Supporting Information Sources The following documents were used in the analysis of this Project and are on file in the City of Carlsbad Planning Division located at 1635 Faraday Avenue, Carlsbad, California, 92008. 1. Final Environmental Impact Report for the City of Carlsbad General Plan and Climate Action Plan (SCH #2011011004), City of Carlsbad Planning Division, June 2015. 2. City of Carlsbad Climate Action Plan, City of Carlsbad Planning Division, dated September 2015. 3. City of Carlsbad General Plan, City of Carlsbad Planning Division, dated September 2015. 4. City of Carlsbad Municipal Code (CMC), Title 21 Zoning (including Scenic Preservation Overlay Standards), City of Carlsbad Planning Division. 5. City of Carlsbad, ECR Corridor Development Standards, City of Carlsbad Planning Division, dated February 1984. 6. Habitat Management Plan for Natural Communities in the City of Carlsbad (HMP), City of Carlsbad Planning Division, final approval dated November 2004. 7. San Diego Regional Airport Authority/San Diego County Airport Land Use Commission. McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP). Amended December 1, 2011. Project Name: Fire Station No. 2 November 2019 -2-85-Initial Study Appendix A: Preliminary Conceptual Plan C.B.C. Table 601Building ElementTYPE ITYPE IITYPE IIITYPE IVTYPE VAPrimary Structural Frame (g)Bearing WallsExteriorInteriorNonbearing walls and partitions- exteriorNonbearing walls and partitions- interiorFloor construction - includingsupporting beams and joistsRoof construction - including supporting beams and joistsSEE TABLE 602Fire Resistance Rating Requirements for Building Elements (In hours)BA(d) B A(d) BHTA(d)B3(a) 2(a)1 0 1 0HT1033(a)22(a)1100212021/HT11000 0 0 0 0 0SEE SEC602.4.6002 2 1 0 1 0HT1 01-1/2(b)1(b,c)1(b,c)0(c)1(b,c)0HT1(b,c)0a. Roof supports: Fire-resistance ratings of structural frame and bearing walls are permitted to bereduced by 1 hour where supporting a roof only. The structural frame shall be considered to bethe columns and girders, beams, trusses and spandrels having direct connections to thecolumns and bracing members designed to carry gravity loads. The members of floor and roofpanels which have no connection to the columns shall be considered secondary members andnot part of the structural frame.b. Except in high rise buildings, Group A,E,F-1,H,I,L,M,R-1,R-2 and S-2 occupancies, fire rotectionof structural members shall no be required, including protection of roof framing and deckingwhere every part of the roof construction is 20 feet or more above any floor immediately below.Fire-retardant treated wood members shall be allowed to be used for such unprotectedmembers.c. In all occupancies, heavy timber shall be alowed where a 1 hour or less fire-resistance rating isrequired.d. An approved automatic sprinkler system is accordance with Section 903.3.1.1 shall be allowedto be substituted for 1 hour fire-resistance rated construction, provided such system is nototherwise required by other provisions of the code or used for an allowable area increase inaccordance with Section 506.3 or an allowable height increase in accordance with Section504.2. The 1 hour substitution for the fire-resistance of exterior walls shall not be permitted.e. Not less than the fire-resistance rating required by other sections of this code.f. Not less than the fire-resistance rating based on fire separation distance (see Table 602)g. Not less than the fire-resistance rating as referenced in Section 704.100 < 3'Unprotected, Non-SprinkleredMaximum Area of Exterior Wall Openings C.B.C. Table 705.8Unprotected, Non-SprinkleredProtectedClassificationof Opening3' < 5' 5' < 10' 10' < 15' 15' < 20' 20' < 25' 25' < 30' < 30'NotPermitedNotPermitedNotPermitedNotPermitedNoLimitNotRequiredNotRequiredNoLimitNoLimitNoLimitNoLimit70%45%25%15%10%15% 25% 45% 75%75%45%25%15%La Costa Ave.Batiquitos Dr.Aviara PkwyAlga Rd.Arenal Rd.El Camino RealCarlsbad Fire Station No.21906 Arenal Rd.Carlsbad, CA 92009Vicinity Map5d2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Title SheetA000172009.27.2017Fire Station No. 21906 Arenal RoadCarlsbad, CA 92009New Fire StationProject TeamOwner: City of CarlsbadPublic Works Department1635 Faraday Carlsbad, CA 92008760-602-7543Contact: Steven Stewartsteven.stewart@carlsbadca.govArchitect:domusstudio architecture2150 W Washington, Suite 303San Diego, CA 92110619.692.9393 x15Contact: Wayne Holtanwayne.holtan@domusstudio.comCivil Engineer:Snipes-Dye Associates8348 Center Drive Suite GLa Mesa, CA 91942619.697.9234Contact: Matthew Kurtzmatt@snipesdye.comStructural Engineer:Structural Engineering Solutions45901 Sandla CreekTemecula, CA 92590951.699.2666Contact: Paul Featherpfeather@SE-Solutions.netMechanical Engineer:Syska Hennessy Group401 West A Street, Suite 1850San Diego, CA 92101858.244.0362Robert Fagnantrfagnant@syska.comElectrical Engineer:Syska Hennessy Group401 West A Street, Suite 1850San Diego, CA 92101858.244.0362Robert Fagnantrfagnant@syska.comLandscape Architect:Deneen Powell Atelier, Inc.2305 El Cajon Blvd.San Diego, CA 92104619.294.9042Contact: Jon Powelljon@dpadesign.comGeotechnical Engineer/Surveyor:Ninyo & Moore5710 Ruffin RoadSan Diego, CA 92123858.576.1000Contact: Christina Tretinjakctretinjak@ninyoandmoore.comTraffic:STC Traffic, Inc.5865 Avenida Encinas 142 BCarlsbad, CA 92008Contact: Dawn Wilsondawn.wilson@STCTraffic.comSheet Index Total SheetsProject Data: (Planning)Project Description:Demolition of existing fire station for construction of new and modernized fire station.Owner:City of Carlsbad1635 Faraday Carlsbad, CA 92008Project Manager: Steven Stewart, Municipal Project Manager760-602-7543Project Address:1906 Arenal Rd.Carlsbad, CA 92009Historic:NoAssessor's Parcel No.:215-140-1900Legal Description:__Existing Use:Fire StationProposed Use:Fire StationApprovals:CUP/SUP/VLot Site:0.42 Acres / 18,295 SFSanitation District:Leucadia Wastewater DistrictWater District:Carlsbad Municipal Water DistrictUtilities:City of Carlsbad Public WorksSchool District:Unified School DistrictPercentage of lot to be landscaped:28% of site (6,798 SF)Zoning:Zone:R-1General Plan UseR-4Lot ClassificationThe Project site is designated as R-4 in the City of Carlsbad General Plan Land Use Map, an area intended to be developed with 0 to 4 dwelling units per acre. It is zoned as one family residential (R-1). Total Number of Lots1Required Setbacks:20 ft. FrontProposed Setbacks:3' 4" ft. Front7 ft. Side(Interior)6 in. Side10 ft. Side (Street)0 ft. Street Side20 ft. Rear20 ft. RearHeight:30/24 Allowable / 32 ActualParking:Existing Parking:Public 0Private 3To be Demolished:(3)To be Added: Public 3 (1EV + 1 Van Accessible EV)Private 9 (parallel spaces)Total Provided:11 Traffic:There will be no inclreased traffic generated from this project.Grading:Cut: 76 cubic yardsFill: 311 cubic yardsImport: 235 cubic yardsExport:Project Data: (Building)Existing Occupancy:B Proposed Occupancy:BExisting Construction Type:V-B Non-Separated Occupancies (Non-Sprinklered)Proposed Construction Type:V-B Non-Separated Occupancies (Sprinklered)Allowable Area:B27,000 SFR-221,000 SFS-254,000 SFActual Bldg Area:B881 SFR-24,619 SFS-25,282 SFAa = 102,000 + (NS x If)At =102,000 (CBC Table 506.2)(Sprinkler is notbeing used for story increase)Actual Net Area:Building:10,782 SFTrash Enclosure:163 SFTotal:10,945 SF CMC Requirements:Allowable Height:30'-0" (3:12 Roof Pitch)/24'-0" (less thatn 3:12 Roof Pitch)Actual Height:32 '-0" Allowable Stories: 2 (CMC 21.10.050)Actual Stories:2CBC Requirements:Allowable Height:60' -0" Withoutarea increase (CBC Table 504.3)Actual Height:32 '-0" Allowable Stories: 3 Withoutarea increase (CBC Table 504.4)Actual Stories:2Exterior Wall Ratings(Table 602):Type VB: 1 hour less than 10 ft./ NR elsewhere for S-2 and B occ.Paving (See Exhibits on C003):Existing Impervious:9,953 SFProposed Impervious:Building Footprint:5,260 SFDriveway:1,200 SFProposed Pervious:7,976 SFArchitecturalA001 Site PlanA002 Enlarged Site PlanA003 Bus Stop RelocationA004 Site Wall ElevationsA005 Site Wall ElevationsA006 Site DetailsA007 Street + Utilities - ExistingUtilitiesA101 First Floor PlanA102 Second Floor PlanA103 Roof PlanA104 First Floor Reflected CeilingPlansA105 Second Floor ReflectedCeiling PlanA201 Building ElevationsA202 Building ElevationsA301 Building SectionsA302 Site SectionA401 Rendering24C001Conceptual Grading PlanC002Conceptual Grading PlanC003Predevelopment and Post-Development DMA ExhibitsCivilT001Conceptual Traffic PlanT002Corner Sight DistanceTraffic L-1Landscape Concept PlanLandscapeA000 Title SheetTitleS001Structural Notes and AbbreviationsS002Typical Structural Details and Wall SectionsStructural 126 C001 CONCEPTUAL GRADING PLANTeam Project No. Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design CUP/SUP/V Submittal CUP/SUP/V Resubmittal CUP/SUP/V Resubmittal 06Apr2018 20July2018 05Feb2019 25Mar2019Carlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 920091720 civil engineers and land surveyors Snipes-Dye associates CUP 2018-0014 SUP 2018-0009 V 2018-0007 2 26 ± C002 CONCEPTUAL GRADING PLAN& NOTESTeam Project No. Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design CUP/SUP/V Submittal CUP/SUP/V Resubmittal CUP/SUP/V Resubmittal 06Apr2018 20July2018 05Feb2019 25Mar2019Carlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 920091720 civil engineers and land surveyors Snipes-Dye associates ” ” ” ”   CUP 2018-0014 SUP 2018-0009 V 2018-0007 3 26 C003 PRE-DEVELOPMENT ANDPOST-DEVELOPMENT/DMA EXHIBITSTeam Project No. Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design CUP/SUP/V Submittal CUP/SUP/V Resubmittal CUP/SUP/V Resubmittal 06Apr2018 20July2018 05Feb2019 25Mar2019Carlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 920091720 civil engineers and land surveyors Snipes-Dye associates CUP 2018-0014 SUP 2018-0009 V 2018-0007 3 26 TeamProject No.Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT 100% Schematic DesignCUP Submittal06Apr201820July2018Carlsbad Fire Station #2 1906 Arenal Rd.Carlsbad, CA 92009 1720NETASTF OACOFLI R AI S. MAR K VANBIBBERExp. 9/30/20RTSUCTURA LNo. 5314R LOSORFESITIEGS D E ER P NAGIERENEN1870 Cordell CourtSuite 202El Cajon, CA 92020tel 619 312 6336aarkengineering.comStructural Notes and AbbreviationsS001 CUP 2018-0014SUP 2018-0009V 2018-0007526 9'' MIN5''4''BAR SIZELAP SPLICE LENGTH"L" (INCHES)SPCG "S"(INCHES)BAR SIZELAP SPLICE LENGTH"L" (INCHES)SPCG "S"(INCHES)TeamProject No.Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT 100% Schematic DesignCUP Submittal06Apr201820July2018Carlsbad Fire Station #2 1906 Arenal Rd.Carlsbad, CA 92009 1720NETASTFOACOFLI R AI S . MAR K VANBIBBERExp. 9/30/20RTSUCTURA LNo. 5314R LOSORFESITIEGS D E ER P NAGIERENEN1870 Cordell CourtSuite 202El Cajon, CA 92020tel 619 312 6336aarkengineering.comTypical Structural Details and Wall SectionS002 CUP 2018-0014SUP 2018-0009V 2018-0007626 TRANSPORTATION DEPARTMENTIMPROVEMENT PLAN FOR:11TRAFFIC SIGNAL MODIFICATION PLANEL CAMINO REAL & ARENAL RDTRAFFICCUP 2018-0014SUP 2018-0009V 2018-0007726 C001CARLSBAD FIRE STATION #2 - LINE OF SIGHT EXHIBITTeamProject No.Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT 100% Schematic DesignCUP Submittal06Apr201820July2018Carlsbad Fire Station #2 1906 Arenal Rd.Carlsbad, CA 92009 1720TRAFFIC 826 909585 8585 8085 95GP GPEL CAMINO REALARE N A L R O A D E STRE L LA D E MAR RD . PROPOSED FIRE STATION EXISTING HOME EXISTING HOME EXISTING HOME TYP TYP TYP EX EX 12" 30"25'-0"25'- 0 " VISIBILITY AREA (NO LANDSCAPE ELEMENTS OVER 30" IN HEIGHT WITHIN THIS ZONE )SIGHT TRIANGLE 80 SCALE: 1/16" = 1'-0" 16 32 NORTH 2150 West Washington, Suite 303 San Diego, California 92110 Team Project No. Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHTQ:\9.0 User Folders\amanda.rooney\My Documents\Carlsbad FS2-Arch(2018)_amanda.rooneyVZP6M.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Landscape Concept PlanL-1 XXXX03/09/1817-017 d s aomustudio rchitecture 100% Schematic Design 06Apr2018 CUP/SUP/Submittal 20July2018 CUP/SUP/Resubmittal 13Feb2019 CUP/SUP/Resubmittal 25Mar2019 PLANTING NOTES 1. ALL SHRUB BEDS ARE TO BE MULCHED WITH A MINIMUM OF 3" OF WOOD CHIPS OR DECORATIVE GRAVEL AFTER PLANTING. 2. ALL TREES PLANTED WITHIN 5' OF PAVING ARE TO HAVE LINEAR ROOT BARRIERS PLACED AT THE EDGE OF PAVING AND EXTENDING 6' MINIMUM EACH SIDE OF THE CENTER OF THE TREE. 3. NO TREES OR SHRUBS EXCEEDING THREE FEET IN HEIGHT AT MATURITY SHALL BE INSTALLED WITHIN TEN FEET OF ANY WATER AND SEWER FACILITIES. THIS PLAN IS CONCEPTUAL AND SCHEMATIC IN NATURE ONLY. IT IS NOT INTENDED TO BE A FINAL CONSTRUCTION PLAN. THIS PLAN DOES NOT SHOW FINAL CONSTRUCTION DETAILS. STRUCTURAL OR DRAINAGE REQUIREMENTS, FINAL PLANTING LOCATIONS, OR IRRIGATION DESIGN. ADDITIONAL DETAIL MUST BE DEVELOPED IN THESE AREAS PRIOR TO CONSTRUCTION. DPA INC. ASSUMES NO LIABILITY FOR CONSTRUCTION PURSUANT TO THIS PLAN. HARDSCAPE LEGEND 1 CURB RAMP-PER CIVIL ENGINEER 2 EXISTING UTILITY BOX TO REMAIN 3 EXISTING TRAFFIC BOX TO REMAIN 4 CONCRETE DRIVEWAY-PER CIVIL ENGINEER 5 PERMEABLE DRIVE PAVERS 6 TREE GRATE 7 STEEL BOLLARD 8 CONCRETE WALK - NATURAL GREY, ACID WASH FINISH 9 CONCRETE RAMP 10 6' STEEL FENCE 11 SLIDE GATE-PER ARCHITECT 12 GATE-PER ARCHITECT 13 3" DEEP GRAVEL MULCH 14 RETAINING WALL-PER CIVIL ENGINEER 15 TRASH ENCLOSURE-PER ARCHITECT 16 FLAG POLE 17 RAMP HANDRAIL 18 TACTILE WARNING PAVERS 19 ASPHALT PAVEMENT-PER CIVIL ENGINEER 20 EXISTING WATER METER TO REMAIN 21 EMERGENCY GENERATOR ENCLOSURE 22 EXISTING CHAIN LINE FENCE TO REMAIN 23 EXISTING WOOD FENCE TO REMAIN 24 6' CHAIN LINK FENCE-MATCH ADJACENT EX. FENCE PLANT LEGEND BOTANICAL NAME COMMON NAME SIZE SPACING EXISTING TREES TO BE REMOVED A MATURE PINE PER PLAN PROPOSED PLANTING TREES B CASSIA LEPTOPHYLLA GOLD MEDALLION TREE 24" BOX AS SHOWN N PARKINSONIA ACULEATA MEXICAN PALO VERDE 24" BOX AS SHOWN SHRUBS & GROUND COVERS C AGAVE AMERICANA CENTURY PLANT 5 GAL. AS SHOWN D AGAVE ATTENUATA 'KARA'S STRIPES' VARIEGATED FOXTAIL AGAVE 5 GAL. 2'-3" O.C. E AGAVE FILIFERA THREAD-LEAF AGAVE 5 GAL. AS SHOWN F MUHLENBERGIA CAPILLARIS HAIRY AWN MUHLY 5 GAL. 3' O.C. G NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 1 GAL. 18" O.C. H SALVIA LEUCANTHA 'SANTA BARBARA' SANTA BARBARA SAGE 5 GAL. 3' O.C. I PHORMIUM 'BLACK RAGE' NEW ZEALAND FLAX 5 GAL. 2'-6" O.C. J SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS 12" O.C K MYRICA CALIFORNICA PACIFIC WAX MYRTLE 5 GAL. AS SHOWN L AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. 18" O.C M HARDENBERGIA VIOLACEA HARDENBERGIA 5 GAL AS SHOWN I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD’S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. _______________________________________________ JON POWELL, REGISTERED LANDSCAPE ARCHITECT CA. #2645 WATER CONSERVATION NOTES 1. ALL AREAS SHOWN TO BE PLANTED WILL BE IRRIGATED WITH A FULLY AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. THIS SYSTEM WILL USE LOW GALLONAGE, LOW PRECIPITATION RATE SPRAY HEADS, ALONG WITH BUBBLER HEADS IN SMALLER AREAS AND DRIP EMITTERS FOR POTTED PLANTS. HEADS WILL BE GROUPED INTO ZONES BASED ON EXPOSURE AND PLANT TYPES. AUTOMATIC VALVES WILL CONTROL THE FLOW OF WATER TO EACH ZONE. 2. THE SYSTEM WILL BE CONNECTED TO THE DOMESTIC WATER SUPPLY THROUGH AN APPROVED REDUCED PRESSURE BACKFLOW PREVENTER. 3. AN AUTOMATIC RAIN SENSING OVER-RIDE WILL BE CONNECTED TO THE CONTROLLER. 4. INDIVIDUAL HEADS AND ZONES WILL BE ADJUSTED TO MINIMIZE OVERSPRAY ONTO BUILDINGS, WALLS, WALKS AND PAVEMENTS. THE SYSTEM WILL ALSO BE PROGRAMMED TO BE RESPONSIVE TO SEASONAL PLANT NEEDS. 5. NO LAWN IS PROPOSED FOR THIS PROJECT. ALL PROPOSED SHRUBS & GROUNDCOVERS ARE DROUGHT TOLERANT 6. ALL PROPOSED PLANTS ARE FROM A MEDITERRANEAN TYPE PLANT PALETTE, AND ARE ADAPTED TO THE CARLSBAD CLIMATE. 7. ALL PROPOSED SHRUB AND GROUND COVER AREAS ARE TO RECEIVE 3" OF WOOD CHIP MULCH FOLLOWING PLANTING EXCEPT WHERE STONE MULCH IS PROPOSED MAINTENANCE NOTE ALL REQUIRED LANDSCAPE, INCLUDING THE R.O.W., SHOWN ON THESE PLANS SHALL BE MAINTAINED IN A DISEASE, WEED AND LITTER FREE CONDITION AT ALL TIMES BY THE CITY OF CARLSBAD MAWA = Maximum Applied Water Allowance Eto X Cco X LA X Const = MAWA Where Eto = Reference Evapotranspiration (CIMIS) Cco = Crop Coefficient (100% for MAWA calculation)LA = Landscape AreaConst = Constant to convert to gallons per year (GPY) GPY = Gallons Per Year P.O.C. "A" 42.9 X 1 X 4,110 X 0.62 =109,318 GPY 0.3355 AC.FT/YR. EWU = Maximum Applied Water Allowance Eto X Cco X LA X Const = MAWA Where Eto = Reference Evapotranspiration (CIMIS) Cco = Crop Coefficient (100% for MAWA calculation)LA = Landscape AreaConst = Constant to convert to gallons per year (GPY) GPY = Gallons Per Year P.O.C. "A" TURF 42.9 X 0.8 X 0 X 0.62 =0 GPY 0.0000 AC.FT/YR. 0.62 SHRUB & GC 42.9 X 0.2 X 4,110 X 0.62 =35,264 GPY 0.1082 AC.FT/YR. 0.62 35,264 GPY 0.1082 AC.FT/YR. A A B B B B CTYP. DTYP. E F GTYP. G G H G G H ITYP. N J GM 1 8 2 8 4 4 5 5 6 TYP. 6 TYP. 7 8 4 10 18 11 12 12 13 14 14 14 14 14 15 16 17 9 EXISTING PLANTING TO REMAIN EXISTING PLANTING TO REMAIN 18 B G J 13 3 4 20 5 7 7 11 12 19 5 13 TYP. TYP. 7 TYP. 21 23 23 REMOVE ALL EXISTING PLANTING (EXCEPT TREES) IN AREA BETWEEN EXISTING CHAIN LINK & WOOD FENCE WOOD CHIP MULCH TO REMAIN BETWEEN CURB & EXISTING CHAIN LINK FENCE 22 24 22 H K K L L K K 30" 48"269269 x K E E PCLEAR KEEPCLEAREl Camino RealArenal RoadE s tre lla D e M ar R d .Fire Fighter ParkingProposed Fire Station215-140-1900Type VBFully SprinkleredFF Slab: 85.411,779 SF Proposed Trash Enclosure163 SFExisting HomeExisting Garage134Fire Station to Home48' - 5"120Trash Enclosure to Home37' - 2"Fire Station to Home48' - 8"56373' - 0"3 2 ' - 5 "157' - 5"1 3 0 ' - 0"62' - 3"175' - 10"140Existing bus stopTYP71TYP79Existing HomeExisting Home7373SDGE Access to Electrical Room1A3023A30215Minimum Fire Engine interior Turning RadiusTYP8051Lot Area: 0.56 Acres/24,500 SF94' - 4"565757565856565659601st Floor 2nd Floor Setback20' - 0"Setback10' - 0"Setback20' - 0"RearyardSideyard Setback6' - 3"3' - 4"Setback LineProperty LineProperty Line Property LineProperty LineP ro p e rty L in e Property Line a. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for roomscategorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trashenclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications.i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressedflammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons,hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable tothis commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General InformationExterior Permeable Brick PaversLegendPermeable ConcreteAsphaltLandscapeProperty LineMature Tree, see landscapeAssorted Planting, see landscapeSite Accessible Path of TravelSet back Lined2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Site PlanA001172009.27.2017Notes15 Stop sign, see traffic51 (E) NCTD Bus Stop Location, to be relocated on other side of Arenal Seee 2/A00156 (E) +/- 30' Aleppo Pine to remain57 (E) +/- 20' Melaleuca to remain58 (E) +/- 20' Aleppo pine to be removed59 (E) +/- 20' Bamboo to remain - On neighboring property60 (E) +/- 35' Palm Tree to remain - on neighboring Property71 Tree and tree Grate, See Landscape73 Keep Clear Striping, see traffic79 Concrete Curb80 Concrete Gutter120 Asphalt driveway, see civil134 Traffic light location140 Street light, see electrical1" = 20'-0"1Site Plan1" = 10'-0"Enlarged Site Plan Legend2610 2A2021A2023A2014A201Proposed Fire StationStaff Parking 1 S taff P ark ing 2S taff P a rkin g 3S ta ff P a rkin g 4 S ta ff P a rkin g 5 S ta ff P a rkin g 6 Staff Parking7Staff Parking9Staff Parking8A0023124126TYP128127El Camino RealArenal Road118Type V-BFully SprinkleredTYP136135135TYP81513311234348.27.5359' - 0"2 4 ' - 0" T yp .9' - 0" Typ.9' - 0"9' - 0"9' - 0"8' - 0"9' - 0"18' - 0"524.54.718' - 0"Proposed Tras h Enclosure Outdoor employee seating area provided, see sheet A1015' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"139123299------1A0064A0063A0065A006Existing Wood FenceExisting Site WallNew Site WallNew Site WallExisting Site WallExisting Vinyl Site FenceNew Site WallExisting Site Wall with Wood Fence on top1st Floor 2nd Floor New wrought Iron Site FenceNew wrought Iron Site FenceNew wrought Iron Site FenceNew Site Wall1A0042A 004 3A0044A0047A0055A0056 A 00 58A005Setback LineProperty LineElectric TransformerBack up GeneratorSetback10' - 0"Setback6' - 3"Setback20' - 0"Rearyard Setback20' - 0"Property LineP ro p erty L in e Property LineProperty Line 5 ' - 2 "8 ' - 8 "783A006Exterior Permeable Brick PaversLegendPermeable ConcreteAsphaltLandscapeProperty LineMature Tree, see landscapeAssorted Planting, see landscapeSite Accessible Path of TravelSet back Lined2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Enlarged Site PlanA002172003/06/181" = 10'-0"1Enlarged Site PlanNotes34 36" Detectable Warning35 Van accessible parking signage mounted 60" min. above grade52 (E) Cabinet for traffic signal on concrete pad78 Recycling Dumpster112 Trench Drain, see civil118 Flag Pole123 Permeable concrete pedestrian sidewalk124 Outline of second story above126 Public accessible parking with van access aisle127 EV Public Parking128 Wheel Stop133 Back up generator on pad, see electrical135 Gate Operator136 EV charging station, See Electrical139 Storm drain inlet, see civil299 Rolling vehicular gate815 Wall mounted site lighting, see electrical1/8" = 1'-0"3Trash Enclosure Plan2611 Arenal RoadProposed bus stop relocation1' - 6"8' - 0"9' - 0"1' - 6"Area of WorkProtect existing curb and gutter in place, patch and repair as requiredProtect existing sidewalk in placeProtect (E) sidewalk in placeNew concrete sidewalk and pad per NCTD Bench Bus Stop StandardsC.J.S.J.S.J.Bench and trash receptacle provided by NCTD5' - 0" 3' - 0" 1' - 6"Bus Stop Sign provided by NCTD5' - 0" 6' - 0"1' - 6"VIF± 30' - 0"El Camino RealOmni Resort Sign20' - 6"d2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Bus Stop RelocationA003172010/03/181/8" = 1'-0"1Proposed Bus Stop Relocation2612 Level 10' - 0"Level 10' - 0"Property closest to ArenalFG: 84.70FG: 81.30Trash EnclosurePad Height: 82.188' - 5"FS Pad Height: 85.40TW: 91.073A0063' - 4"TW: 91.077' - 4"TW: 87.741' - 6"FG: 82.84Max6' - 0"7' - 6"Level 10' - 0"Level 10' - 0"4A0065A006North PropertyCenter PropertyPad Height: 85.40FG: 89.205' - 4"FG: 86.81FG: 86.36FG: 85.61FG: 84.707' - 10"6' - 10"6' - 2"TW: 94.57TW: 92.57TW: 92.572' - 0"7' - 9"TW: 94.571' - 6"TW: 92.57Level 10' - 0"Level 10' - 0"ADBC1A006FG: 85.40Max6' - 0"Max6' - 0"6' - 0"FG: 91.09Max6' - 0" Typ.Top of Fence: 97.268" Typ. StepTW: 93.40TW: 94.73Max6' - 0"Max6' - 0"max6' - 0"Max6' - 0"TW: 91.40TW: 92.07TW: 92.73TW: 94.07FG: 88.73FG: 89.20FG: 87.50FG: 86.73FG: 86.07FG: 88.07FG: 88.50FG: 89.20North Property6' Wrought Iron Fence Top of Fence 95.12Max6' - 0"31247658d2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Site Wall ElevationsA004172010/14/181/8" = 1'-0"1Site Wall Elevation 11/8" = 1'-0"2Site Wall Elevation 21/8" = 1'-0"3Site Wall & Fence Elevation 31/8" = 1'-0"4Site Fence Elevation 42613 Level 10' - 0"Level 10' - 0"FG: 89.096'-0" Wrought Iron Fence on Concrete Curb6' - 0"6' - 0"Vehicular sliding gate from fire station to El Camino RealTransformerGeneratorTW: 93.40TW: 92.73TW: 92.07TW: 91.40FG: 85.406' - 0"6' - 0"6' - 8"7' - 4"8' - 0"9' - 4"312476582' - 6"Assumed Neighbor's grade based on top of retaining wall. Actual Neighbors grade out of the scope of work and not recorded on the site surveyAssumed FG: 85.241' - 6"6' Max5' - 10"Assumed FG: 86.93TW: 90.91TW: 92.41Dashed line represents neighbor's existing fenceProperty closest to ArenalArenalAssumed Neighbor's grade based on top of retaining wall. Actual Neighbors grade out of the scope of work and not recorded on the site survey6' Max5' - 8"3' - 4"North PropertyCenter PropertyAssumed Neighbor's grade based on top of retaining wall. Actual Neighbors grade out of the scope of work and not recorded on the site surveyFire Station BeyondDashed line represents the existing 5' Vinyl Fence based off of assumed finish grade on neighbors FG: 86.91TW: 92.57TW: 94.576'-0" MAX5' - 8"6'-0" MAX5' - 6"Dashed line to represent neighbor's existing 6' Wood Fence Assumed Neighbor's grade based on top of retaining wall. Actual Neighbors grade out of the scope of work and not recorded on the site survey2' - 0"6' Max5' - 8"Assumed FG: 89.06Max6' - 0"FG: 81.64Top of Fence 87.91TW: 87.74FG: 85.41TW: 91.40Top of Fence 91.40Top of Fence 90.75Top of Fence 90.50Wrought Iron Man Gate6' Wrought Iron Telescopic Sliding Vehicular Gate85.2884.50FG: 81.75Fire StationNeighbor's PropertyMax6' - 0" Typ.Max6' - 0"Neighbor's (E) wall/fence9' - 4"d2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Site Wall ElevationsA005172011/15/181/8" = 1'-0"7Site Wall& Fence Elevation 71/8" = 1'-0"5Site Wall Elevation 51/8" = 1'-0"6Site Wall Elevation 61/8" = 1'-0"8Site Wall and Fence Elevation 8El Camino Real Beyond2614 Level 10' - 0"Fire Station No. 2El Camino RealProperty Line6' - 0"GeneratorFire Station Pad (85.4)9' - 0"Generator PadGravelTW: 94.73FG: 88.7385.40Level 10' - 0"Fire Station No. 2Adjacent PropertyProperty LineNew Site WallFooting to remain on Fire Station Property, see civilFire Station Pad (85.4)Neighbor's (E) 5' Vinyl Fence(E) site wall(E) Footing assumed to be on neighbor's propertyDrainboard, see civilRebar, See CivilAssumed FG: 86.976' Max5' - 8"FG: 84.767' - 10"2" CMU Cap Block(E)Bamboo6"TW: 92.57Level 10' - 0"5' - 8"Fire Station Pad (85.4)Trash EnclosureFire Station No. 2Adjacent PropertyProperty Line6"Neighbor's (E) 6' Fence Stacked on Site WallSite wall/Back of Trash Enclosure, see civilTrash Enclosure RoofFooting to remain on fire station property, see civilTrash Enclosure Height not to exceed the height of the adjacent neighbor's fenceDrainboard, see civilRebar, see civil(E) Site wallFooting assumed to be on neighbor's propertyAssumed FG: 85.24FG: 82.182" Cap BlockTW: 87.742' - 6"Level 10' - 0"Fire Station No. 2Adjacent Property7' - 0"Site WallProperty LineFooting to remain on Fire Station Property, see civilFire Station Pad (85.4)Footing assumed to be on neighbor's propertyRebar, see civilNeighbor's (E) 6' Wood Fence(E) Site WallDrainboard, see civilFG: 89.07FG: 87.606'6"2" CMU Cap Block6' Max5' - 6"TW: 94.57Level 10' - 0"Fire Station No. 2El Camino RealProperty LineTransformerFire Station Pad (85.4)TW: 91.40TW: 92.07TW: 92.73TW: 93.40FG: 85.40d2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Site DetailsA006172009/20/181/4" = 1'-0"1Generator Section ECR1/4" = 1'-0"4Site Wall Section- Center Property1/4" = 1'-0"3Site Wall @ Trash Enclosure Section1/4" = 1'-0"5Site Wall Section - North Property1/4" = 1'-0"2Transformer SectionCUP 2018-0014SUP 2018-0009V 2018-00072615 2616 WHUP2A2021A2023A2014A2012277AA44GGDD10' - 11"13' - 8"4' - 3"19' - 1"15' - 5"22' - 6"85' - 10"8' - 9"55' - 7"4' - 3"17' - 4"23' - 4"109' - 3"113Laundry111Shop101PublicEntry102PublicRR103EMS106DIWater11BBCCTYP560563562FE56459184256656855662.12.1104SCBA57333132133569TYP845112Stairs108GeneratorTYP123TYP555853831FF854110Water Storage567842235TYP571105Apparatus Bay9' - 3"R.O.12' - 0"4' - 0"R.O.12' - 0"4' - 0"R.O.12' - 0"2' - 4"2' - 3"5' - 6"1' - 0"8324' - 0"8' - 0"8' - 0"853853853853853235235TYP844842839109' - 3"8' - 9"55' - 7"4' - 3"17' - 4"23' - 4"2' - 3"R.O.12' - 0"6' - 0"R.O.26' - 0"9' - 4"12' - 6"R.O.3' - 4" 6' - 8"2' - 7"16' - 4"4' - 5"5' - 7" 7' - 3" 6' - 3"1' - 7" 9' - 4"516847107Electrical837TYP837119Turn OutsIce Machine109WH/FRUpper Floor Overhang3' - 9"TYP855TYP8568588573A0046A005a. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009First Floor PlanA101172009.27.20171/8" = 1'-0"1Floor Plan - First FloorNotes123 Permeable concrete pedestrian sidewalk132 Transformer on concrete pad, see electrical133 Back up generator on pad, see electrical235 Steel column, see structural516 Mop Rack560 Bollard562 Extractor563 Gear Drying Cabinet564 Fire Pole566 Work Bench567 SCBA Fill Station568 Fire Riser569 Shelf access ladder to compressor571 IT Rack573 TV to display information about the station591 Ice Machine832 Utility Sink837 Floor drain, see Plumbing839 Water heater, see Plumbing842 Floor Sink844 Stacked Washer and Dryer847 Deionized water system hose reel854 Switch Gear on 2" house keeping pad855 Electrical panel856 Electrical transfer switch and distribution panel857 Fire alarm control panel858 Remote generator annunciator PanelOccupancy ScheduleRoomNo.Room Name Area Type OccupancyOccupancyLoad FactorOccupant101 Public Entry121 SF Gross B 100 2102 Public RR69 SFB103 EMS106 SFS-2104 SCBA109 SFS-2105 Apparatus Bay3,551 SFS-2106 DI Water52 SFS-2107 Electrical61 SFS-2108 Generator226 SFS-2109 WH/FR18 SFS-2110 Water Storage49 SFS-2111 Shop85 SFS-2112 Stairs71 SFR-2113 Laundry113 SFR-2114 Ice Machine65 SFS-2116 Pole51 SFR-2118 Captain's Office118 SF Gross B 100 2119 Turn Outs353 SFS-2120 ITNot Placed S-2121 Hallway508 SFR-2122 Transformer157 SF125 IT96 SF201 FF/PM OfficeNot Placed Gross B 100 6204 Exercise Room534 SF Gross R-2 5011205 Fitness Patio252 SFR-2206 AV18 SFR-2207 Dining Area387 SF Gross R-2 508208 Kitchen371 SF Gross R-2 508209 Outdoor Patio1,146 SFR-2210 Storage11 SFR-2211 Day Room345 SF Gross R-2 507211 FM/PM Office215 SF213 Restroom91 SFR-2214 Storage53 SFR-2215 Dorm 1114 SF Gross R-2 100 2216 Dorm 2121 SF Gross R-2 100 2217 Restroom197 SFR-2218 Dorm 3120 SF Gross R-2 100 2219 Dorm 4121 SF Gross R-2 100 2220 Dorm 5119 SF Gross R-2 100 2221 Capt. Dorm190 SF Gross R-2 100 2222 Capt. Restroom69 SFR-2Grand total: 4110,450 SFNote: Any room without an occupancy load is considered accessory uses.2617 DWUP2A2021A2023A2012277AA44GGDDD.2D.2B.2B.2A.2A.21.11.15.15.149' - 6"2' - 6"16' - 6"30' - 6"211DayRoom204ExerciseRoom207DiningArea208Kitchen215Dorm 1216Dorm 2218Dorm 3217Restroom219Dorm 4220Dorm 5221Capt.Dorm222Capt.Restroom210Storage1A3012A30111BBCCC.23.13.14.14.1TYP638TYP636213Restroom56484' - 6"2' - 0"7' - 0"16' - 6"59' - 0"5566214Storage205Fitness Patio2.12.133FF206AV209Outdoor Patio7' - 8"4' - 0"7' - 0"4' - 0"7' - 0"4' - 0"7' - 0"3' - 11"4' - 4"3' - 9"6' - 4"8354' - 6"2' - 6"4' - 0"4' - 0"7' - 0"1' - 6"12' - 1"R.O.4' - 10"11' - 0"2' - 0"7"R.O.2' - 2 1/4"60°R.O.8' - 0"7' - 2"2' - 3"5' - 0"1' - 6 1/4"3' - 3"1' - 0"6' - 1" 13' - 0"6' - 4" 4' - 6" 2' - 9"1' - 10"5163' - 5"R.O.6' - 4"9' - 3"Pole118Captain's Office595573596518593553637635619613652652618TYP620A4.536A005211FM/PM Officea. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Second Floor PlanA102172007/17/181/8" = 1'-0"1Floor Plan - Second FloorNotes516 Mop Rack518 Full height Toilet Partition553 Double bike decon sauna564 Fire Pole573 TV to display information about the station593 Range595 BBQ596 Prep sink and faucet613 Full height cabinet618 Toiletry Lockers (12)619 Work surface with upper and lower cabinets620 Undercounter cabinetry635 Dumbbell set and rack636 Lifting Bench637 Lift assisted rack and bench638 Elliptical Machine652 systems furniture lowers835 Mop sinkOccupancy ScheduleRoomNo.Room Name Area Type OccupancyOccupancyLoad FactorOccupant101 Public Entry121 SF Gross B 100 2102 Public RR69 SFB103 EMS106 SFS-2104 SCBA109 SFS-2105 Apparatus Bay3,551 SFS-2106 DI Water52 SFS-2107 Electrical61 SFS-2108 Generator226 SFS-2109 WH/FR18 SFS-2110 Water Storage49 SFS-2111 Shop85 SFS-2112 Stairs71 SFR-2113 Laundry113 SFR-2114 Ice Machine65 SFS-2116 Pole51 SFR-2118 Captain's Office118 SF Gross B 100 2119 Turn Outs353 SFS-2120 ITNot Placed S-2121 Hallway508 SFR-2122 Transformer157 SF125 IT96 SF201 FF/PM OfficeNot Placed Gross B 100 6204 Exercise Room534 SF Gross R-2 5011205 Fitness Patio252 SFR-2206 AV18 SFR-2207 Dining Area387 SF Gross R-2 508208 Kitchen371 SF Gross R-2 508209 Outdoor Patio1,146 SFR-2210 Storage11 SFR-2211 Day Room345 SF Gross R-2 507211 FM/PM Office215 SF213 Restroom91 SFR-2214 Storage53 SFR-2215 Dorm 1114 SF Gross R-2 100 2216 Dorm 2121 SF Gross R-2 100 2217 Restroom197 SFR-2218 Dorm 3120 SF Gross R-2 100 2219 Dorm 4121 SF Gross R-2 100 2220 Dorm 5119 SF Gross R-2 100 2221 Capt. Dorm190 SF Gross R-2 100 2222 Capt. Restroom69 SFR-2Grand total: 4110,450 SFNote: Any room without an occupancy load is considered accessory uses.2618 2 2 7 7 AA 4 4 GG D D D.2 D.2 B.2 B.2 A.2 A.2 1.1 1.1 5.1 5.1 1 1 B B C CC.2 3.1 3.1 4.1 4.1 5 5 6 6 2.1 2.1 F F 331 2.12.1TYP 355 TYP 317 814814 Cricket CricketRidge Cricket CricketCricketCricket Cricket2 A2.0 1 A2.1 2 A2.149' - 6"84' - 6"16' - 1"38' - 7" 4' - 7" Typ.8' - 9" 7' - 3 1/2"48' - 3 3/4"19' - 1"15' - 5"22' - 6"10' - 11"17' - 11" 85' - 10"64' - 4"5' - 0" Typ. TYP 117 311311 SlopeSlope311311 TYP 312 315 3 A0.5 4 A0.6 1616 1616 1616 d 2150 West Washington, Suite 303 San Diego, California 92110 s Team a Project No. Drawing No. omus tudio rchitecture Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design 06Apr2018 CUP Submittal 20July2018 20% DD Check Set 07Jan2019 c:\temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Roof PlanA1.2 172010/18/181/8" = 1'-0"1 Roof Plan Notes 16 A minimum of 17.6 kWdc of photovoltaic panels required to comply with the C.A.P (Ordinance No. CS-347). Design-build contractor to coordinate panel number and location with solar provider and structural engineer 117 Wood trellis 311 Thermoplastic roofing 312 Metal coping cap at parapet wall, typ. 315 Walk pads, exact location to be coordinated with location of mechanical and PV 317 Roof cricket 331 30"x36" Roof access hatch 355 Roof drain and overflow 814 Condensing units, see mechanical Roof Plan Notes 1. Abbreviations: DS : Down Spout RD : Roof Drain OF : Overflow Scupper TP : Top of Parapet PLY : Top of Plywood 2. All roof construction shown on this sheet is roof assembly or U.N.O. See sheet --/A-- for roof assembly schedule. 3. Minimum roof slopes, including crickets, to be 1/2" per foot u.n.o. Minimum slope at cross falls to be 3/8" per foot. 4. Height indicated on this plan are to top of roof plywood / sheathing unless noted otherwise. Heights are measured from top of main finish floor. (0'-0") 5. Crickets for roof shall be framed with 2x wood members at max. 24" o.c., and 5/8" min. plywood sheathing. See detail --/A-- for more information. 6. Roof drains and overflows to run in wall, U.N.O. See plumbing plans for continuation. See detail --/A-- for overflow termination. Connect roof drains to storm system U.N.O. 7. Primary Roof drainage for roof areas of a building shall be drained by roof drains or gutters. (CPC Sec. 1101.11.1) 8. Secondary roof drainage shall be provided by one of the following methods specified in CPC Sec. 1101.11.2.1 or 1101.11.2.2: a. Roof Scuppers or Open Side a.1. Shall prevent the depth of ponding water from exceeding that for which the roof was designed (CPC Sec. 1101.11.2.1) a.2. Scupper openings shall be a min. 4" high and have a width equal to the circumference of the roof drain required for the area served, sized by CPC Table 11-1 (CPC Sec. 1101.11.2.1) b. Secondary Roof Drain (overflow drains) b.1. Shall be located a min. 2" above the roof surface (CPC Sec. 1101.11.2.2) b.2. Shall be a separate system of piping, independent of the primary roof drainage system (CPC Sec. 1101.11.2.2.1). Overflow drains shall NOT connect to roof drain lines. b.3. Discharge shall be above grade, in a location observable by the building occupants or maintenance personnel. (CPC Sec. 1101.11.2.2.1) b.4. Discharge shall be to an approved location. For locations not shown, verify proposed location with architect prior to fabrication / installation. 9. Contractor shall verify equipment locations and size, as well as verify cricket slopes and roof drain / overflow locations prior to installation. 10. Supply and install 16 oz. galv. sheet metal roof jacks for venting, u.n.o.. Vents shall be ganged and routed to backside of roof or within the mechanical well as directed by the architect. Vents shall be 18" min. from both fascia eaves and ridges. 11. Horizontally run conduits or pipes are to be mounted above the roofing membrane per detail --/A--. 12. For pipe/vent roof see details --/A--, --/A--, --/A--. 13. Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. All roof gutters and downspouts shall be constructed of non-combustible materials. (CBC 705A.4) 14. Drip edge flashing used at the free edges of roofing materials shall be non-combustible. (CBC 705A.4.1) 15. Valley flashings shall be not less than 0.019-inch (No. 26 galvanized sheet gage) corrosion- resistant metal installed over a minimum 36-inch-wide underlayment consisting of one layer of N0. 72 ASTM cap sheet running the full length of the valley. (CBC 705A.3) 16. Membrane roofing shall be Class 'A' (required) and have a minimum 3 year aged solar reflection and thermal emittance or solar reflection index equal to or greater than the values specified in the voluntary measures under California Green Building Standards Code: Type R1: Sarnafil S327 polyester reinforced membrane with lacquer coating. place over 1/4" Densdeck, typical at all locations. ICC-ES No. ESR-1157. Type R2: Claylite (1) piece 'S' Mission roof tile (5.9 lbs per sf) over 2-ply roof felts min. (ICC-ES No. ESR-3523, manufactured by United States tile). At roof pitches less than 3:12, see Specification for additional roof membrane requirements. Tile accessories shall be installed at the eaves, ridges and rakes. See Specifications and keyed notes for more information. Verify color with architect. Type R3: Built-up Class "A" roof per CBC Sec. 1504, 1505, and Table 1505.1. 4GNC by Johns Manville, (4) ply with mineral surface cap sheet. See Specifications and keyed notes for more information. Also see detail --/A--. R1 R2 OSOSOS2A2021A2023A2014A2012277AA44GGD1A3012A30115' - 4"8' - 0"16' - 10 7/8"8' - 0"12' - 0"12' - 0"8' - 0"11BBCC55663A3012.12.133TYP853FF5552527' - 9 3/4"7' - 9 3/4"OpenLaundryTurn OutsStairsIce MachineShopApparatus BayEMSSCBAPublic RRPublic EntryWater StorageDI WaterElectricalOpen2957' - 9 3/4"2532532549' - 11"8' - 0"8' - 0"Open Under StairOpenTYP2556A005Gypsum ceiling board with texture, taped, sanded and painted per specifications, provide moister resistant gypsum board at all "wet" locationsStucco SoffitCeiling Mounted Exit SignageCeiling access panel per specifications -Paint to match adjacent Reflected Ceiling Plan LegendType C Gypsum board Ceilinga. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009First Floor Reflected Ceiling PlansA104172009.27.20171/8" = 1'-0"1Reflected Ceiling Plan - Ground FloorNotes252 Stucco Soffit253 Gypsum board ceiling directly applied to joists above254 Stepped Ceiling255 Sectional Door Track295 Skylight555 Ceiling mounted exhaust extraction system above (Typ of 3), See Mechanical853 50' Cable Reel, see electrical2620 x 2A2021A2023A2014A2012277AA44GGDD.2D.2B.2B.2A.2A.21.11.15.15.11A3012A3019' - 0"11BBCCC.23.13.14.14.155663A3012.12.133FF9' - 0"9' - 0"9' - 0 59/256"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"TYP252TYP297TYP117411592295KitchenExercise RoomCapt. RestroomCapt. DormDay RoomDorm 5Dorm 4Dorm 3RestroomDorm 2Dorm 1RestroomStorageStorageHallway9' - 0"Captain's OfficeOutdoor Patio253TYP25310' - 4"8' - 0"10' - 0"9' - 0"TYP2562Gypsum ceiling board with texture, taped, sanded and painted per specifications, provide moister resistant gypsum board at all "wet" locationsStucco SoffitCeiling Mounted Exit SignageCeiling access panel per specifications -Paint to match adjacent Reflected Ceiling Plan LegendType C Gypsum board Ceilinga. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Second Floor Reflected Ceiling PlanA105172007/17/181/8" = 1'-0"1Reflected Ceiling Plan - Upper FloorNotes117 Wood Trellis252 Stucco Soffit253 Gypsum board ceiling directly applied to joists above256 Ceiling mounted exit sign295 Skylight297 Tubular Skylight diffuser411 Stucco592 Provide backing and infrastructure for future wall mounted TV at 5'-0" AFF2621 Level 10' - 0"Level 10' - 0"Roof Proposed28' - 0"Roof Proposed28' - 0"ABCTYP296418TYP411TYP852291TYP419F29142229132' - 0"To top of roof top unit36' - 2"29581436117117411TYP276Landing9' - 0"Level 10' - 0"Level 10' - 0"Roof Proposed28' - 0"27141129411756556329141832' - 0"Top of roof top unit36' - 2"8142952768' - 0"16' - 10"a. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Building ElevationsA201172009.27.2017Notes36 Right turn only signage117 Wood Trellis276 Window Recess291 Door per plan painted to match bronze storefront294 Bronze storefront system295 Skylight296 Sectional Doors per plan411 Stucco418 Terra cotta exterior tile cladding419 Stucco reveal422 CMU Site retaining wall, See civil for wall heights565 Fire Warning Light814 Condensing units, see mechanical852 Photovoltaic Panels1/8" = 1'-0"3East1/8" = 1'-0"4North2622 Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Roof Proposed28' - 0"Roof Proposed28' - 0"2741TYP4114195351172955655632945354182941173' - 0"6"To top of roof top of condensing unit36' - 2"411421411421294117814814294418Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Roof Proposed28' - 0"Roof Proposed28' - 0"535TYP418535117295TYP292TYP1172944204181172941' - 0"32' - 0"411814814421a. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Building ElevationsA202172003/06/181/8" = 1'-0"1South1/8" = 1'-0"2WestNotes117 Wood Trellis292 Window per plan and schedule294 Bronze storefront system295 Skylight411 Stucco418 Terra cotta exterior tile cladding419 Stucco reveal420 Stucco over CMU site wall, see civil421 Wood veneer535 Building signage565 Fire Warning Light814 Condensing units, see mechanical2623 Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Level 218' - 0"Level 218' - 0"Roof.30' - 8"Roof.30' - 8"2741204ExerciseRoom15' - 4"563123TYP235Apparatus Bay564Day RoomDining AreaPoleCapt. Dorm117TYP211TYP853296278560845TYP852295411215Landing9' - 0"Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Level 218' - 0"Level 218' - 0"Roof.30' - 8"Roof.30' - 8"GDBCDayRoomFExercise RoomHallwayDorm 4Apparatus BayDI Water411418411117117TYP291TYP560TYP211117852295814814235569215Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Level 218' - 0"Level 218' - 0"Roof.30' - 8"Roof.30' - 8"AGDBCFPublic EntryApparatus BayAVDay RoomRestroom117117TYP555233235568TYP560TYP412416295852a. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Building SectionsA301172009.27.2017Notes117 Wood Trellis123 Permeable concrete pedestrian sidewalk211 Footing215 Concrete Slab233 Painted exposed cross bracing, see structural235 Steel column, see structural278 four-Fold Door291 Door per plan painted to match bronze storefront295 Skylight296 Sectional Doors per plan411 Stucco412 5/8" type X gypsum board - Painted, typ416 Type C Gypsum board418 Terra cotta exterior tile cladding555 Ceiling mounted exhaust extraction system above (Typ of 3), See Mechanical560 Bollard564 Fire Pole568 Fire Riser569 Shelf access ladder to compressor814 Condensing units, see mechanical845 Compressed Air Hose Reel852 Photovoltaic Panels853 50' Cable Reel, see electrical1/8" = 1'-0"1Section 41/8" = 1'-0"2Section 51/8" = 1'-0"3Section 5 truss2624 Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Level 218' - 0"Level 218' - 0"Roof.30' - 8"Roof.30' - 8"Lot LineLot LineRoof top equipment7261 Estrella De MarLevel 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Level 218' - 0"Level 218' - 0"Roof.30' - 8"Roof.30' - 8"6' - 3"Lot LineLot LineRoof top equipment? Estrella De Mar33' - 9"Landing9' - 0"Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Level 218' - 0"Level 218' - 0"Roof.30' - 8"Roof.30' - 8"6' - 3"7243 Estrella De MarLot LineLot LineRoof top equipmentLanding9' - 0"a. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Site SectionA302172007/17/181" = 10'-0"1Site Section 11" = 10'-0"2Site Section 21" = 10'-0"3Site Section 32625 d2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009RenderingA401172007/19/182612 Project Name: Fire Station No. 2 November 2019 -2-86- Initial Study Appendix B: Air Quality Emission Calculations CalEEMod Version: CalEEMod.2016.3.1Page 1 of 1Date: 3/20/2018 1:38 PMCity of Carlsbad Fire Station No. 2 - San Diego Air Basin, SummerCity of Carlsbad Fire Station No. 2San Diego Air Basin, Summer1.0 Project Characteristics1.1 Land UsageLand UsesSizeMetricLot Acreage Floor Surface Area PopulationResidential1.00Dwelling Unit0.40----1.2 Other Project CharacteristicsUrbanizationUrbanWind Speed (m/s)2.6Precipitation Freq (Days)40Climate Zone13Operational Year2021Utility CompanySan Diego Gas & ElectricCO2 Intensity (lb/MWhr)720.49CH4 Intensity (lb/MWhr)0.029N2O Intensity (lb/MWhr)0.0061.3 User Entered Comments & Non-Default DataProject Characteristics - Land Use - Project acreage is 0.401Construction Phase - Project-specific timelineOff-road Equipment - Site-specific construction equipmentOff-road Equipment - Project-specific equipment (worst-case constructio phase equipment)Off-road Equipment - Project-specific construction equipmentOff-road Equipment - Project-specific equipmentOff-road Equipment - Project-specific equipmentOff-road Equipment - Site-specific construction equipmentTrips and VMT - Project-specific values Demolition - Grading - Project-specific valuesTable NameColumn NameDefault ValueNew ValuetblConstructionPhaseNumDays100.00200.00tblConstructionPhaseNumDays10.0030.00tblConstructionPhaseNumDays2.0030.00tblConstructionPhaseNumDays5.0015.00tblConstructionPhaseNumDays1.0015.00tblGradingAcresOfGrading15.000.41tblGradingAcresOfGrading7.500.41tblLandUseLotAcreage0.320.40tblOffRoadEquipmentOffRoadEquipmentUnitAmount1.000.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount4.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount2.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.002.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.002.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentPhaseNameBuilding Construction tblOffRoadEquipmentPhaseNameBuilding ConstructiontblOffRoadEquipmentPhaseNameSite PreparationtblOffRoadEquipmentPhaseNameGradingtblOffRoadEquipmentPhaseNameBuilding ConstructiontblOffRoadEquipmentPhaseNameGradingtblOffRoadEquipmentPhaseNameSite PreparationtblOffRoadEquipmentPhaseNameGradingtblOffRoadEquipmentPhaseNameSite PreparationtblOffRoadEquipmentPhaseNameGradingtblOffRoadEquipmentPhaseNameSite PreparationtblOffRoadEquipmentPhaseNameGradingtblProjectCharacteristicsOperationalYear20182021tblTripsAndVMTHaulingTripNumber46.00100.00tblTripsAndVMTHaulingTripNumber0.00100.00tblTripsAndVMTHaulingTripNumber0.00100.00tblTripsAndVMTHaulingTripNumber0.00100.00tblTripsAndVMTHaulingTripNumber0.00100.00tblTripsAndVMTHaulingTripNumber0.00100.00tblTripsAndVMTWorkerTripNumber15.0050.00tblTripsAndVMTWorkerTripNumber15.0050.00tblTripsAndVMTWorkerTripNumber15.0050.00tblTripsAndVMTWorkerTripNumber0.0050.00tblTripsAndVMTWorkerTripNumber15.0050.00tblTripsAndVMTWorkerTripNumber0.0050.00 Exhaust PM10PM10 Total2.0 Emissions Summary2.1 Overall Construction (Maximum Daily Emission)NBio- CO2Total CO2Unmitigated ConstructionROG NOx CO SO2 Fugitive PM10CH4 N2O CO2eYear lb/daylb/dayFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO22019 2.5054 27.2630 14.9650 0.0480 0.8033 0.9147 1.7142 0.1755 0.8426 1.0145 0.0000 4,795.71664,795.7166 1.2547 0.0000 4,827.08482020 11.6046 24.8665 17.1303 0.0519 1.1291 0.8631 1.9587 0.2846 0.7951 1.0489 0.0000 5,091.03065,091.0306 1.3802 0.0000 5,125.5350Maximum 11.6046 27.2630 17.1303 0.05191.3802 0.0000 5,125.53501.1291 0.9147 1.9587 0.2846 0.8426 1.0489SO2 Fugitive PM10Exhaust PM100.0000 5,091.03065,091.0306PM2.5 TotalBio- CO2 NBio- CO2Mitigated ConstructionROG NOx COTotal CO2 CH4 N2O CO2eYear lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.52019 2.5054 27.2630 14.9650 0.0480 0.8033 0.9147 1.7142 0.1755 0.8426 1.0145 0.0000 4,795.71664,795.7166 1.2547 0.0000 4,827.08482020 11.6046 24.8665 17.1303 0.0519 1.1291 0.8631 1.9587 0.2846 0.7951 1.0489 0.0000 5,091.03065,091.0306 1.3802 0.0000 5,125.5350Maximum 11.6046 27.2630 17.1303 0.0519 1.1291 0.9147 1.9587 0.2846 0.8426 1.0489 0.0000 5,091.03065,091.0306 1.3802 0.0000 5,125.5350ROG NOx CO SO2 Fugitive PM10Exhaust PM10PM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2ePercent Reduction0.00 0.00 0.00 0.000.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.0 Construction DetailConstruction PhasePhase NumberPhase Name Phase Type Start Date End Date Num Days WeekNum Days Phase Description1 Demolition Demolition 11/1/2019 12/12/2019 5 302 Site Preparation Site Preparation 12/13/2019 1/2/2020 5 153 Grading Grading 1/3/2020 2/13/2020 5 304 Building Construction Building Construction 2/14/2020 11/19/2020 5 2005 Paving Paving 11/20/2020 12/10/2020 5 156 Architectural Coating Architectural Coating 12/11/2020 12/17/202055Acres of Grading (Site Preparation Phase): 0.41Acres of Grading (Grading Phase): 0.41Acres of Paving: 0Residential Indoor: 3,645; Residential Outdoor: 1,215; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 OffRoad EquipmentPhase NameOffroad Equipment TypeAmount Usage Hours Horse Power Load FactorDemolitionExcavators18.001580.38DemolitionGraders18.001870.41DemolitionOff-Highway Trucks26.004020.38DemolitionPlate Compactors18.0080.43DemolitionRubber Tired Loaders18.002030.36Site PreparationExcavators18.001580.38Site PreparationGraders18.001870.41Site PreparationOff-Highway Trucks26.004020.38Site PreparationPlate Compactors18.0080.43Site PreparationRubber Tired Loaders18.002030.36GradingExcavators18.001580.38GradingGraders18.001870.41GradingOff-Highway Trucks26.004020.38GradingPlate Compactors18.0080.43GradingRubber Tired Loaders18.002030.36Building ConstructionAerial Lifts18.00630.31Building ConstructionCement and Mortar Mixers18.0090.56Building ConstructionCranes14.002310.29Building ConstructionExcavators18.001580.38Building ConstructionForklifts16.00890.20PavingCement and Mortar Mixers16.0090.56PavingExcavators18.001580.38PavingOff-Highway Trucks28.004020.38PavingPavers17.001300.42PavingRubber Tired Loaders18.002030.36Architectural CoatingAir Compressors06.00780.48 Hauling Vehicle ClassTrips and VMTPhase Name Offroad Equipment CountWorker Trip NumberVendor Trip NumberHauling Trip Number10.80Worker Trip LengthVendor Trip LengthHauling Trip LengthWorker Vehicle ClassVendor Vehicle ClassSite Preparation 6 50.00 0.00 100.00Demolition 6 50.00 0.00 100.00HHDT7.30 20.00 LD_Mix HDT_Mix HHDT10.8010.80 7.30 20.00 LD_Mix HDT_MixBuilding Construction 5 50.00 0.00 100.00Grading 6 50.00 0.00 100.00HHDT7.30 20.00 LD_Mix HDT_Mix HHDT10.8010.80 7.30 20.00 LD_Mix HDT_MixArchitectural Coating 0 50.00 0.00 100.00Paving 6 50.00 0.00 100.0020.00 LD_Mix HDT_Mix HHDT7.30 20.00 LD_Mix HDT_Mix HHDTNOx CO SO2 Fugitive PM1010.80 7.30Fugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO23.1 Mitigation Measures Construction3.2 Demolition - 2019Unmitigated Construction On-SiteROGNBio- CO2Total CO2 CH4 N2O CO2eCategory lb/daylb/dayExhaust PM10PM10 TotalFugitive Dust 0.3343 0.0000 0.3343 0.0506 0.0000 0.0506 0.0000 0.0000Off-Road 2.2512 25.1235 12.9857 0.0384 0.9043 0.9043 0.8327 0.8327 3,783.63503,783.6350 1.18983,813.3793Total 2.2512 25.1235 12.9857 0.03841.18983,813.37930.3343 0.9043 1.2385 0.0506 0.8327 0.88333,783.63503,783.6350 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 0.0289 1.0012 0.2161 2.6500e-0030.0583 3.7800e-0030.0620 0.0160 3.6100e-0030.0196 288.4909 288.4909 0.0255 289.1292Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1963 0.1370 1.5471 4.3700e-0030.4107 2.9300e-0030.4137 0.1090 2.7000e-0030.1116435.0998 435.0998 0.0139435.4472Total 0.2253 1.1383 1.7632 7.0200e-0030.0394724.57630.4690 6.7100e-0030.4757 0.1249 6.3100e-0030.1312SO2 Fugitive PM10Exhaust PM10723.5907 723.5907PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Fugitive Dust 0.3343 0.0000 0.3343 0.0506 0.0000 0.0506 0.0000 0.0000Off-Road 2.2512 25.1235 12.9857 0.0384 0.9043 0.9043 0.8327 0.8327 0.0000 3,783.63503,783.6350 1.18983,813.3793Total 2.2512 25.1235 12.9857 0.03841.18983,813.37930.3343 0.9043 1.2385 0.0506 0.8327 0.8833 0.0000 3,783.63503,783.6350 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 0.0289 1.0012 0.2161 2.6500e-0030.0583 3.7800e-0030.0620 0.0160 3.6100e-0030.0196 288.4909 288.4909 0.0255 289.1292Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1963 0.1370 1.5471 4.3700e-0030.4107 2.9300e-0030.4137 0.1090 2.7000e-0030.1116435.0998 435.0998 0.0139435.4472Total 0.2253 1.1383 1.7632 7.0200e-0030.0394724.57630.4690 6.7100e-0030.4757 0.1249 6.3100e-0030.1312SO2 Fugitive PM10Exhaust PM10723.5907 723.5907PM2.5 TotalBio- CO2 NBio- CO23.3 Site Preparation - 2019Unmitigated Construction On-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Fugitive Dust 0.0290 0.0000 0.0290 3.1300e-0030.0000 3.1300e-0030.0000 0.0000Off-Road 2.2512 25.1235 12.9857 0.0384 0.9043 0.9043 0.8327 0.8327 3,783.63503,783.6350 1.18983,813.3793Total 2.2512 25.1235 12.9857 0.03841.18983,813.37930.0290 0.9043 0.9333 3.1300e-0030.8327 0.83583,783.63503,783.6350 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 0.0579 2.0025 0.4323 5.2900e-0030.1301 7.5600e-0030.1376 0.0353 7.2300e-0030.0425 576.9818 576.9818 0.0511 578.2583Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1963 0.1370 1.5471 4.3700e-0030.4107 2.9300e-0030.4137 0.1090 2.7000e-0030.1116435.0998 435.0998 0.0139435.4472Total 0.2542 2.1395 1.9793 9.6600e-0030.06501,013.70550.5408 0.0105 0.5513 0.1442 9.9300e-0030.1541SO2 Fugitive PM10Exhaust PM101,012.08161,012.0816PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Fugitive Dust 0.0290 0.0000 0.0290 3.1300e-0030.0000 3.1300e-0030.0000 0.0000Off-Road 2.2512 25.1235 12.9857 0.0384 0.9043 0.9043 0.8327 0.8327 0.0000 3,783.63503,783.6350 1.18983,813.3793Total 2.2512 25.1235 12.9857 0.03841.18983,813.37930.0290 0.9043 0.9333 3.1300e-0030.8327 0.8358 0.0000 3,783.63503,783.6350 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 0.0579 2.0025 0.4323 5.2900e-0030.1301 7.5600e-0030.1376 0.0353 7.2300e-0030.0425 576.9818 576.9818 0.0511 578.2583Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1963 0.1370 1.5471 4.3700e-0030.4107 2.9300e-0030.4137 0.1090 2.7000e-0030.1116435.0998 435.0998 0.0139435.4472Total 0.2542 2.1395 1.9793 9.6600e-0030.06501,013.70550.5408 0.0105 0.5513 0.1442 9.9300e-0030.1541SO2 Fugitive PM10Exhaust PM101,012.08161,012.0816PM2.5 TotalBio- CO2 NBio- CO23.3 Site Preparation - 2020Unmitigated Construction On-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Fugitive Dust 0.0290 0.0000 0.0290 3.1300e-0030.0000 3.1300e-0030.0000 0.0000Off-Road 2.1297 22.8832 12.6433 0.0384 0.8208 0.8208 0.7559 0.7559 3,700.40943,700.4094 1.18923,730.1398Total 2.1297 22.8832 12.6433 0.03841.18923,730.13980.0290 0.8208 0.8498 3.1300e-0030.7559 0.75903,700.40943,700.4094 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 0.0527 1.8598 0.4223 5.2200e-0030.6894 5.9300e-0030.6953 0.1726 5.6800e-0030.1782 570.8844 570.8844 0.0503 572.1416Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1835 0.1236 1.4173 4.2300e-0030.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116421.3735 421.3735 0.0126421.6881Total 0.2362 1.9834 1.8396 9.4500e-0030.0629993.82971.1002 8.8100e-0031.1090 0.2815 8.3400e-0030.2898SO2 Fugitive PM10Exhaust PM10992.2580 992.2580PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Fugitive Dust 0.0290 0.0000 0.0290 3.1300e-0030.0000 3.1300e-0030.0000 0.0000Off-Road 2.1297 22.8832 12.6433 0.0384 0.8208 0.8208 0.7559 0.7559 0.0000 3,700.40943,700.4094 1.18923,730.1398Total 2.1297 22.8832 12.6433 0.03841.18923,730.13980.0290 0.8208 0.8498 3.1300e-0030.7559 0.7590 0.0000 3,700.40943,700.4094 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 0.0527 1.8598 0.4223 5.2200e-0030.6894 5.9300e-0030.6953 0.1726 5.6800e-0030.1782 570.8844 570.8844 0.0503 572.1416Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1835 0.1236 1.4173 4.2300e-0030.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116421.3735 421.3735 0.0126421.6881Total 0.2362 1.9834 1.8396 9.4500e-0030.0629993.82971.1002 8.8100e-0031.1090 0.2815 8.3400e-0030.2898SO2 Fugitive PM10Exhaust PM10992.2580 992.2580PM2.5 TotalBio- CO2 NBio- CO23.4 Grading - 2020Unmitigated Construction On-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Fugitive Dust 0.0145 0.0000 0.0145 1.5600e-0030.0000 1.5600e-0030.0000 0.0000Off-Road 2.1297 22.8832 12.6433 0.0384 0.8208 0.8208 0.7559 0.7559 3,700.40943,700.4094 1.18923,730.1398Total 2.1297 22.8832 12.6433 0.03841.18923,730.13980.0145 0.8208 0.8353 1.5600e-0030.7559 0.75753,700.40943,700.4094 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 0.0264 0.9299 0.2111 2.6100e-0030.0583 2.9700e-0030.0612 0.0160 2.8400e-0030.0188 285.4422 285.4422 0.0251 286.0708Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1835 0.1236 1.4173 4.2300e-0030.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116421.3735 421.3735 0.0126421.6881Total 0.2098 1.0535 1.6284 6.8400e-0030.0377707.75890.4690 5.8500e-0030.4748 0.1249 5.5000e-0030.1304SO2 Fugitive PM10Exhaust PM10706.8158 706.8158PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Fugitive Dust 0.0145 0.0000 0.0145 1.5600e-0030.0000 1.5600e-0030.0000 0.0000Off-Road 2.1297 22.8832 12.6433 0.0384 0.8208 0.8208 0.7559 0.7559 0.0000 3,700.40943,700.4094 1.18923,730.1398Total 2.1297 22.8832 12.6433 0.03841.18923,730.13980.0145 0.8208 0.8353 1.5600e-0030.7559 0.7575 0.0000 3,700.40943,700.4094 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 0.0264 0.9299 0.2111 2.6100e-0030.0583 2.9700e-0030.0612 0.0160 2.8400e-0030.0188 285.4422 285.4422 0.0251 286.0708Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1835 0.1236 1.4173 4.2300e-0030.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116421.3735 421.3735 0.0126421.6881Total 0.2098 1.0535 1.6284 6.8400e-0030.0377707.75890.4690 5.8500e-0030.4748 0.1249 5.5000e-0030.1304SO2 Fugitive PM10Exhaust PM10706.8158 706.8158PM2.5 TotalBio- CO2 NBio- CO23.5 Building Construction - 2020Unmitigated Construction On-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Off-Road 0.6780 7.0933 6.6134 0.0116 0.3291 0.3291 0.3039 0.3039 1,103.67251,103.6725 0.34591,112.3189Total 0.6780 7.0933 6.6134 0.01160.34591,112.31890.3291 0.32910.3039 0.30391,103.67251,103.6725 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 3.9500e-0030.1395 0.0317 3.9000e-0048.7400e-0034.5000e-0049.1800e-0032.3900e-0034.3000e-0042.8200e-00342.8163 42.8163 3.7700e-00342.9106Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1835 0.1236 1.4173 4.2300e-0030.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116421.3735 421.3735 0.0126421.6881Total 0.1874 0.2631 1.4490 4.6200e-0030.0164464.59870.4195 3.3300e-0030.4228 0.1113 3.0900e-0030.1144SO2 Fugitive PM10Exhaust PM10464.1899 464.1899PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Off-Road 0.6780 7.0933 6.6134 0.0116 0.3291 0.3291 0.3039 0.3039 0.0000 1,103.67251,103.6725 0.3459 1,112.3189Total 0.6780 7.0933 6.6134 0.01160.3459 1,112.31890.3291 0.3291 0.3039 0.3039 0.0000 1,103.67251,103.6725 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 3.9500e-0030.1395 0.0317 3.9000e-0048.7400e-0034.5000e-0049.1800e-0032.3900e-0034.3000e-0042.8200e-00342.8163 42.8163 3.7700e-00342.9106Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1835 0.1236 1.4173 4.2300e-0030.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116421.3735 421.3735 0.0126421.6881Total 0.1874 0.2631 1.4490 4.6200e-0030.0164464.59870.4195 3.3300e-0030.4228 0.1113 3.0900e-0030.1144SO2 Fugitive PM10Exhaust PM10464.1899 464.1899PM2.5 TotalBio- CO2 NBio- CO23.6 Paving - 2020Unmitigated Construction On-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Off-Road 2.2192 22.2028 15.2908 0.0425 0.8542 0.8542 0.7868 0.7868 4,098.77274,098.7727 1.31734,131.7053Paving 0.00000.0000 0.00000.0000 0.00000.00000.0000Total 2.2192 22.2028 15.2908 0.04251.31734,131.70530.8542 0.85420.7868 0.78684,098.77274,098.7727 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 0.0527 1.8598 0.4223 5.2200e-0030.1165 5.9300e-0030.1224 0.0319 5.6800e-0030.0376 570.8844 570.8844 0.0503 572.1416Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1835 0.1236 1.4173 4.2300e-0030.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116421.3735 421.3735 0.0126421.6881Total 0.2362 1.9834 1.8396 9.4500e-0030.0629993.82970.5272 8.8100e-0030.5361 0.1409 8.3400e-0030.1492SO2 Fugitive PM10Exhaust PM10992.2580 992.2580PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Off-Road 2.2192 22.2028 15.2908 0.0425 0.8542 0.8542 0.7868 0.7868 0.0000 4,098.77274,098.7727 1.31734,131.7053Paving 0.00000.0000 0.00000.0000 0.00000.00000.0000Total 2.2192 22.2028 15.2908 0.04251.31734,131.70530.8542 0.85420.7868 0.7868 0.0000 4,098.77274,098.7727 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 0.0527 1.8598 0.4223 5.2200e-0030.1165 5.9300e-0030.1224 0.0319 5.6800e-0030.0376 570.8844 570.8844 0.0503 572.1416Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1835 0.1236 1.4173 4.2300e-0030.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116421.3735 421.3735 0.0126421.6881Total 0.2362 1.9834 1.8396 9.4500e-0030.0629993.82970.5272 8.8100e-0030.5361 0.1409 8.3400e-0030.1492SO2 Fugitive PM10Exhaust PM10992.2580 992.2580PM2.5 TotalBio- CO2 NBio- CO23.7 Architectural Coating - 2020Unmitigated Construction On-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Archit. Coating 11.2631 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000Off-Road 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000Total 11.2631 0.0000 0.0000 0.00000.00000.00000.0000 0.00000.0000 0.00000.0000 0.0000 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 0.1581 5.5793 1.2668 0.0157 0.3495 0.0178 0.3673 0.0958 0.0170 0.11281,712.65331,712.6533 0.15091,716.4248Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1835 0.1236 1.4173 4.2300e-0030.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116421.3735 421.3735 0.0126421.6881Total 0.3416 5.7029 2.6841 0.01990.16342,138.11290.7602 0.0207 0.7809 0.2047 0.0197 0.2244SO2 Fugitive PM10Exhaust PM102,134.02682,134.0268PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Archit. Coating 11.2631 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000Off-Road 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000Total 11.2631 0.0000 0.0000 0.00000.00000.00000.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 SO2 Fugitive PM10Exhaust PM10PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx COTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5Hauling 0.1581 5.5793 1.2668 0.0157 0.3495 0.0178 0.3673 0.0958 0.0170 0.11281,712.65331,712.6533 0.15091,716.4248Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.00000.0000Worker 0.1835 0.1236 1.4173 4.2300e-0030.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116421.3735 421.3735 0.0126421.6881Total 0.3416 5.7029 2.6841 0.01990.16342,138.11290.7602 0.0207 0.7809 0.2047 0.0197 0.22442,134.02682,134.0268 Off-road Equipment - Project-specific construction equipmentOff-road Equipment - Project-specific equipmentOff-road Equipment - Project-specific equipmentOff-road Equipment - Site-specific construction equipmentTrips and VMT - Project-specific valuesDemolition - 1.3 User Entered Comments & Non-Default DataProject Characteristics - Land Use - Project acreage is 0.401Construction Phase - Project-specific timelineOff-road Equipment - Site-specific construction equipmentOff-road Equipment - Project-specific equipment (worst-case constructio phase equipment)CO2 Intensity (lb/MWhr)720.49CH4 Intensity (lb/MWhr)0.029N2O Intensity (lb/MWhr)0.00640Climate Zone13Operational Year2021Utility CompanySan Diego Gas & Electric1.2 Other Project CharacteristicsUrbanizationUrbanWind Speed (m/s)2.6Precipitation Freq (Days)Floor Surface Area PopulationResidential 1.00 Dwelling Unit 0.40 -- --1.0 Project Characteristics1.1 Land UsageLand UsesSizeMetricLot AcreageCalEEMod Version: CalEEMod.2016.3.1Page 1 of 1Date: 3/20/2018 1:53 PMCity of Carlsbad Fire Station No. 2 - San Diego Air Basin, WinterCity of Carlsbad Fire Station No. 2San Diego Air Basin, Winter tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.002.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.002.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount0.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount4.001.00tblOffRoadEquipmentOffRoadEquipmentUnitAmount2.001.00tblLandUseLotAcreage0.320.40tblOffRoadEquipmentOffRoadEquipmentUnitAmount1.000.00tblGradingAcresOfGrading15.000.41tblGradingAcresOfGrading7.500.41tblConstructionPhaseNumDays5.0015.00tblConstructionPhaseNumDays1.0015.00tblConstructionPhaseNumDays10.0030.00tblConstructionPhaseNumDays2.0030.00Grading - Project-specific valuesTable NameColumn NameDefault ValueNew ValuetblConstructionPhaseNumDays100.00200.00 tblTripsAndVMTWorkerTripNumber0.0050.00tblTripsAndVMTWorkerTripNumber0.0050.00tblTripsAndVMTWorkerTripNumber15.0050.00tblTripsAndVMTWorkerTripNumber15.0050.00tblTripsAndVMTWorkerTripNumber15.0050.00tblTripsAndVMTHaulingTripNumber0.00100.00tblTripsAndVMTWorkerTripNumber15.0050.00tblTripsAndVMTHaulingTripNumber0.00100.00tblTripsAndVMTHaulingTripNumber0.00100.00tblTripsAndVMTHaulingTripNumber0.00100.00tblTripsAndVMTHaulingTripNumber0.00100.00tblProjectCharacteristicsOperationalYear20182021tblTripsAndVMTHaulingTripNumber46.00100.00tblOffRoadEquipmentPhaseNameSite PreparationtblOffRoadEquipmentPhaseNameGradingtblOffRoadEquipmentPhaseNameSite PreparationtblOffRoadEquipmentPhaseNameGradingtblOffRoadEquipmentPhaseNameSite PreparationtblOffRoadEquipmentPhaseNameGradingtblOffRoadEquipmentPhaseNameBuilding ConstructiontblOffRoadEquipmentPhaseNameGradingtblOffRoadEquipmentPhaseNameSite PreparationtblOffRoadEquipmentPhaseNameGradingtblOffRoadEquipmentPhaseNameBuilding ConstructiontblOffRoadEquipmentPhaseNameBuilding Construction 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00NBio-CO2 Total CO2 CH4 N20 CO2ePercent Reduction0.00 0.00 0.00 0.00Exhaust PM10PM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2ROG NOx CO SO2 Fugitive PM100.0000 5,055.42895,055.4289 1.3812 0.0000 5,089.95951.1291 0.9149 1.9589 0.2846 0.8428 1.0490Maximum 11.6333 27.3004 17.0771 0.05160.0000 5,055.42895,055.4289 1.3812 0.0000 5,089.95951.1291 0.8632 1.9589 0.2846 0.7952 1.04902020 11.6333 24.8996 17.0771 0.05160.0000 4,759.36444,759.3644 1.2559 0.0000 4,790.76090.8033 0.9149 1.7143 0.1755 0.8428 1.01462019 2.5327 27.3004 14.9109 0.0477Total CO2 CH4 N2O CO2eYearlb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated ConstructionROG NOx CO SO2 Fugitive PM10Exhaust PM100.0000 5,055.42895,055.4289 1.3812 0.0000 5,089.95951.1291 0.9149 1.9589 0.2846 0.8428 1.0490Maximum 11.6333 27.3004 17.0771 0.05160.0000 5,055.42895,055.4289 1.3812 0.0000 5,089.95951.1291 0.8632 1.9589 0.2846 0.7952 1.04902020 11.6333 24.8996 17.0771 0.05160.0000 4,759.36444,759.3644 1.2559 0.0000 4,790.76090.8033 0.9149 1.7143 0.1755 0.8428 1.01462019 2.5327 27.3004 14.9109 0.0477CH4 N2O CO2eYear lb/daylb/dayFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2 Total CO2Unmitigated ConstructionROG NOx CO SO2 Fugitive PM10Exhaust PM10PM10 Total2.0 Emissions Summary2.1 Overall Construction (Maximum Daily Emission) GradingGraders18.001870.41GradingExcavators18.001580.38Site PreparationRubber Tired Loaders18.002030.36Site PreparationPlate Compactors18.0080.43Site PreparationOff-Highway Trucks26.004020.38Site PreparationGraders18.001870.41Site PreparationExcavators18.001580.38DemolitionRubber Tired Loaders18.002030.36DemolitionPlate Compactors18.0080.43DemolitionOff-Highway Trucks26.004020.38DemolitionGraders18.001870.41Load FactorDemolitionExcavators18.001580.38Acres of Grading (Site Preparation Phase): 0.41Acres of Grading (Grading Phase): 0.41Acres of Paving: 0Residential Indoor: 3,645; Residential Outdoor: 1,215; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 OffRoad EquipmentPhase NameOffroad Equipment TypeAmount Usage Hours Horse Power156 Architectural CoatingArchitectural Coating 12/11/2020 12/17/2020555 PavingPaving11/20/2020 12/10/20205304 Building ConstructionBuilding Construction 2/14/2020 11/19/20205 2003 GradingGrading1/3/2020 2/13/20205302 Site PreparationSite Preparation12/13/2019 1/2/20205 15End Date Num Days WeekNum Days Phase Description1 DemolitionDemolition11/1/2019 12/12/201953.0 Construction DetailConstruction PhasePhase NumberPhase Name Phase Type Start Date 10.80 7.30 20.00 LD_MixHDT_Mix HHDT7.30 20.00 LD_MixHDT_Mix HHDTArchitectural Coating0 50.00 0.00 100.00Paving6 50.00 0.00 100.00 10.8010.80 7.30 20.00 LD_MixHDT_Mix HHDT7.30 20.00 LD_MixHDT_Mix HHDTBuilding Construction5 50.00 0.00 100.00Grading6 50.00 0.00 100.00 10.8010.80 7.30 20.00 LD_MixHDT_Mix HHDT7.30 20.00 LD_MixHDT_Mix HHDTSite Preparation6 50.00 0.00 100.00Demolition6 50.00 0.00 100.00 10.80Worker Trip LengthVendor Trip LengthHauling Trip LengthWorker Vehicle ClassVendor Vehicle ClassHauling Vehicle ClassTrips and VMTPhase Name Offroad Equipment CountWorker Trip NumberVendor Trip NumberHauling Trip NumberArchitectural Coating Air Compressors 0 6.00 78 0.48Paving Rubber Tired Loaders 1 8.00 203 0.36Paving Pavers 1 7.00 130 0.42Paving Off-Highway Trucks 2 8.00 402 0.38Paving Excavators 1 8.00 158 0.38Paving Cement and Mortar Mixers 1 6.00 9 0.56Building Construction Forklifts 1 6.00 89 0.20Building Construction Excavators 1 8.00 158 0.38Building Construction Cranes 1 4.00 231 0.29Building Construction Cement and Mortar Mixers 1 8.00 9 0.56Building Construction Aerial Lifts 1 8.00 63 0.31Grading Rubber Tired Loaders 1 8.00 203 0.36Grading Plate Compactors 1 8.00 8 0.43Grading Off-Highway Trucks 2 6.00 402 0.38 692.0932 692.0932 0.0396693.08400.4690 6.8000e-0030.4758 0.1249 6.4000e-0030.1313Total 0.2518 1.1654 1.6936 6.7000e-003408.4569 408.4569 0.0132408.78640.4107 2.9300e-0030.4137 0.1090 2.7000e-0030.1116Worker 0.2220 0.1539 1.4620 4.1000e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000283.6363 283.6363 0.0265284.29760.0583 3.8700e-0030.0621 0.0160 3.7000e-0030.0197Hauling 0.0298 1.0115 0.2316 2.6000e-003Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM103,783.63503,783.6350 1.18983,813.37930.3343 0.9043 1.2385 0.0506 0.8327 0.8833Total 2.2512 25.1235 12.9857 0.03843,783.63503,783.6350 1.18983,813.37930.9043 0.90430.8327 0.8327Off-Road 2.2512 25.1235 12.9857 0.03840.00000.00000.3343 0.0000 0.3343 0.0506 0.0000 0.0506Fugitive DustNBio- CO2 Total CO2 CH4 N2O CO2eCategorylb/daylb/dayExhaust PM10PM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO23.1 Mitigation Measures Construction3.2 Demolition - 2019Unmitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10 692.0932 692.0932 0.0396693.08400.4690 6.8000e-0030.4758 0.1249 6.4000e-0030.1313Total 0.2518 1.1654 1.6936 6.7000e-003408.4569 408.4569 0.0132408.78640.4107 2.9300e-0030.4137 0.1090 2.7000e-0030.1116Worker 0.2220 0.1539 1.4620 4.1000e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000283.6363 283.6363 0.0265284.29760.0583 3.8700e-0030.0621 0.0160 3.7000e-0030.0197Hauling 0.0298 1.0115 0.2316 2.6000e-003Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM100.0000 3,783.63503,783.6350 1.1898 3,813.37930.3343 0.9043 1.2385 0.0506 0.8327 0.8833Total 2.2512 25.1235 12.9857 0.03840.0000 3,783.63503,783.6350 1.1898 3,813.37930.9043 0.9043 0.8327 0.8327Off-Road 2.2512 25.1235 12.9857 0.03840.0000 0.00000.3343 0.0000 0.3343 0.0506 0.0000 0.0506Fugitive DustTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM10 975.7294 975.7294 0.0661977.38160.5408 0.0107 0.5515 0.1442 0.0101 0.1543Total 0.2815 2.1769 1.9252 9.3000e-003408.4569 408.4569 0.0132408.78640.4107 2.9300e-0030.4137 0.1090 2.7000e-0030.1116Worker 0.2220 0.1539 1.4620 4.1000e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000567.2726 567.2726 0.0529568.59530.1301 7.7300e-0030.1378 0.0353 7.4000e-0030.0427Hauling 0.0595 2.0230 0.4632 5.2000e-003Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM103,783.63503,783.6350 1.18983,813.37930.0290 0.9043 0.9333 3.1300e-0030.8327 0.8358Total 2.2512 25.1235 12.9857 0.03843,783.63503,783.6350 1.18983,813.37930.9043 0.90430.8327 0.8327Off-Road 2.2512 25.1235 12.9857 0.03840.00000.00000.0290 0.0000 0.0290 3.1300e-0030.0000 3.1300e-003Fugitive DustTotal CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO23.3 Site Preparation - 2019Unmitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM10 975.7294 975.7294 0.0661977.38160.5408 0.0107 0.5515 0.1442 0.0101 0.1543Total 0.2815 2.1769 1.9252 9.3000e-003408.4569 408.4569 0.0132408.78640.4107 2.9300e-0030.4137 0.1090 2.7000e-0030.1116Worker 0.2220 0.1539 1.4620 4.1000e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000567.2726 567.2726 0.0529568.59530.1301 7.7300e-0030.1378 0.0353 7.4000e-0030.0427Hauling 0.0595 2.0230 0.4632 5.2000e-003Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM100.0000 3,783.63503,783.6350 1.1898 3,813.37930.0290 0.9043 0.9333 3.1300e-0030.8327 0.8358Total 2.2512 25.1235 12.9857 0.03840.0000 3,783.63503,783.6350 1.1898 3,813.37930.9043 0.9043 0.8327 0.8327Off-Road 2.2512 25.1235 12.9857 0.03840.0000 0.00000.0290 0.0000 0.0290 3.1300e-0030.0000 3.1300e-003Fugitive DustTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM10 956.6563 956.6563 0.0639958.25421.1002 8.9400e-0031.1091 0.2815 8.4500e-0030.2899Total 0.2620 2.0165 1.7864 9.1000e-003395.5660 395.5660 0.0119395.86370.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116Worker 0.2078 0.1388 1.3362 3.9700e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000561.0903 561.0903 0.0520562.39050.6894 6.0600e-0030.6955 0.1726 5.7900e-0030.1783Hauling 0.0542 1.8777 0.4502 5.1300e-003Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM103,700.40943,700.4094 1.18923,730.13980.0290 0.8208 0.8498 3.1300e-0030.7559 0.7590Total 2.1297 22.8832 12.6433 0.03843,700.40943,700.4094 1.18923,730.13980.8208 0.82080.7559 0.7559Off-Road 2.1297 22.8832 12.6433 0.03840.00000.00000.0290 0.0000 0.0290 3.1300e-0030.0000 3.1300e-003Fugitive DustTotal CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO23.3 Site Preparation - 2020Unmitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM10 956.6563 956.6563 0.0639958.25421.1002 8.9400e-0031.1091 0.2815 8.4500e-0030.2899Total 0.2620 2.0165 1.7864 9.1000e-003395.5660 395.5660 0.0119395.86370.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116Worker 0.2078 0.1388 1.3362 3.9700e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000561.0903 561.0903 0.0520562.39050.6894 6.0600e-0030.6955 0.1726 5.7900e-0030.1783Hauling 0.0542 1.8777 0.4502 5.1300e-003Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM100.0000 3,700.40943,700.4094 1.1892 3,730.13980.0290 0.8208 0.8498 3.1300e-0030.7559 0.7590Total 2.1297 22.8832 12.6433 0.03840.0000 3,700.40943,700.4094 1.1892 3,730.13980.8208 0.8208 0.7559 0.7559Off-Road 2.1297 22.8832 12.6433 0.03840.0000 0.00000.0290 0.0000 0.0290 3.1300e-0030.0000 3.1300e-003Fugitive DustTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM10 676.1111 676.1111 0.0379677.05900.4690 5.9100e-0030.4749 0.1249 5.5600e-0030.1305Total 0.2349 1.0776 1.5613 6.5300e-003395.5660 395.5660 0.0119395.86370.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116Worker 0.2078 0.1388 1.3362 3.9700e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000280.5451 280.5451 0.0260281.19530.0583 3.0300e-0030.0613 0.0160 2.9000e-0030.0189Hauling 0.0271 0.9388 0.2251 2.5600e-003Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM103,700.40943,700.4094 1.18923,730.13980.0145 0.8208 0.8353 1.5600e-0030.7559 0.7575Total 2.1297 22.8832 12.6433 0.03843,700.40943,700.4094 1.18923,730.13980.8208 0.82080.7559 0.7559Off-Road 2.1297 22.8832 12.6433 0.03840.00000.00000.0145 0.0000 0.0145 1.5600e-0030.0000 1.5600e-003Fugitive DustTotal CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO23.4 Grading - 2020Unmitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM10 676.1111 676.1111 0.0379677.05900.4690 5.9100e-0030.4749 0.1249 5.5600e-0030.1305Total 0.2349 1.0776 1.5613 6.5300e-003395.5660 395.5660 0.0119395.86370.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116Worker 0.2078 0.1388 1.3362 3.9700e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000280.5451 280.5451 0.0260281.19530.0583 3.0300e-0030.0613 0.0160 2.9000e-0030.0189Hauling 0.0271 0.9388 0.2251 2.5600e-003Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM100.0000 3,700.40943,700.4094 1.1892 3,730.13980.0145 0.8208 0.8353 1.5600e-0030.7559 0.7575Total 2.1297 22.8832 12.6433 0.03840.0000 3,700.40943,700.4094 1.1892 3,730.13980.8208 0.8208 0.7559 0.7559Off-Road 2.1297 22.8832 12.6433 0.03840.0000 0.00000.0145 0.0000 0.0145 1.5600e-0030.0000 1.5600e-003Fugitive DustTotal CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM10 437.6478 437.6478 0.0158438.04300.4195 3.3300e-0030.4228 0.1113 3.0900e-0030.1144Total 0.2119 0.2796 1.3700 4.3500e-003395.5660 395.5660 0.0119395.86370.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116Worker 0.2078 0.1388 1.3362 3.9700e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.000042.0818 42.0818 3.9000e-00342.17938.7400e-0034.5000e-0049.1900e-0032.3900e-0034.3000e-0042.8300e-003Hauling 4.0600e-0030.1408 0.0338 3.8000e-004Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM101,103.67251,103.6725 0.34591,112.31890.3291 0.32910.3039 0.3039Total 0.6780 7.0933 6.6134 0.01161,103.67251,103.6725 0.34591,112.31890.3291 0.32910.3039 0.3039Off-Road 0.6780 7.0933 6.6134 0.0116Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO23.5 Building Construction - 2020Unmitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM10 437.6478 437.6478 0.0158438.04300.4195 3.3300e-0030.4228 0.1113 3.0900e-0030.1144Total 0.2119 0.2796 1.3700 4.3500e-003395.5660 395.5660 0.0119395.86370.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116Worker 0.2078 0.1388 1.3362 3.9700e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.000042.0818 42.0818 3.9000e-00342.17938.7400e-0034.5000e-0049.1900e-0032.3900e-0034.3000e-0042.8300e-003Hauling 4.0600e-0030.1408 0.0338 3.8000e-004Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM100.0000 1,103.67251,103.6725 0.3459 1,112.31890.3291 0.3291 0.3039 0.3039Total 0.6780 7.0933 6.6134 0.01160.0000 1,103.67251,103.6725 0.3459 1,112.31890.3291 0.3291 0.3039 0.3039Off-Road 0.6780 7.0933 6.6134 0.0116Total CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM10 956.6563 956.6563 0.0639958.25420.5272 8.9400e-0030.5362 0.1409 8.4500e-0030.1493Total 0.2620 2.0165 1.7864 9.1000e-003395.5660 395.5660 0.0119395.86370.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116Worker 0.2078 0.1388 1.3362 3.9700e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000561.0903 561.0903 0.0520562.39050.1165 6.0600e-0030.1226 0.0319 5.7900e-0030.0377Hauling 0.0542 1.8777 0.4502 5.1300e-003Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM104,098.77274,098.7727 1.31734,131.70530.8542 0.85420.7868 0.7868Total 2.2192 22.2028 15.2908 0.04250.00000.00000.0000 0.00000.0000 0.0000Paving 0.00004,098.77274,098.7727 1.31734,131.70530.8542 0.85420.7868 0.7868Off-Road 2.2192 22.2028 15.2908 0.0425Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO23.6 Paving - 2020Unmitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM10 956.6563 956.6563 0.0639958.25420.5272 8.9400e-0030.5362 0.1409 8.4500e-0030.1493Total 0.2620 2.0165 1.7864 9.1000e-003395.5660 395.5660 0.0119395.86370.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116Worker 0.2078 0.1388 1.3362 3.9700e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000561.0903 561.0903 0.0520562.39050.1165 6.0600e-0030.1226 0.0319 5.7900e-0030.0377Hauling 0.0542 1.8777 0.4502 5.1300e-003Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM100.0000 4,098.77274,098.7727 1.3173 4,131.70530.8542 0.8542 0.7868 0.7868Total 2.2192 22.2028 15.2908 0.04250.0000 0.00000.0000 0.0000 0.0000 0.0000Paving 0.00000.0000 4,098.77274,098.7727 1.3173 4,131.70530.8542 0.8542 0.7868 0.7868Off-Road 2.2192 22.2028 15.2908 0.0425Total CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM10 2,078.83682,078.8368 0.1679 2,083.03520.7602 0.0211 0.7813 0.2047 0.0200 0.2248Total 0.3703 5.7718 2.6867 0.0194395.5660 395.5660 0.0119395.86370.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116Worker 0.2078 0.1388 1.3362 3.9700e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.00001,683.27091,683.2709 0.15601,687.17150.3495 0.0182 0.3676 0.0958 0.0174 0.1132Hauling 0.1625 5.6330 1.3505 0.0154Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Unmitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM100.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Total 11.2631 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Off-Road 0.0000 0.0000 0.0000 0.00000.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 11.2631Total CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO23.7 Architectural Coating - 2020Unmitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM10 2,078.83682,078.8368 0.1679 2,083.03520.7602 0.0211 0.7813 0.2047 0.0200 0.2248Total 0.3703 5.7718 2.6867 0.0194395.5660 395.5660 0.0119395.86370.4107 2.8800e-0030.4136 0.1090 2.6600e-0030.1116Worker 0.2078 0.1388 1.3362 3.9700e-0030.0000 0.0000 0.00000.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.00001,683.27091,683.2709 0.15601,687.17150.3495 0.0182 0.3676 0.0958 0.0174 0.1132Hauling 0.1625 5.6330 1.3505 0.0154Total CO2 CH4 N2O CO2eCategorylb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction Off-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM100.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Total 11.2631 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Off-Road 0.0000 0.0000 0.0000 0.00000.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 11.2631Total CO2 CH4 N2O CO2eCategory lb/daylb/dayPM10 TotalFugitive PM2.5Exhaust PM2.5PM2.5 TotalBio- CO2 NBio- CO2Mitigated Construction On-SiteROG NOx CO SO2 Fugitive PM10Exhaust PM10 Project Name: Fire Station No. 2 November 2019 -2-87-Initial Study Appendix C: Cultural Resources Assessment CONFIDENTIAL – NOT FOR PUBLIC REVIEW Project Name: Fire Station No. 2 November 2019 -2-88-Initial Study Appendix D: Paleontological Resources Assessment BERKELEY CARLSBAD FRESNO IRVINE LOS ANGELES PALM SPRINGS POINT RICHMOND RIVERSIDE ROSEVILLE SAN LUIS OBISPO 20 Executive Park, Suite 200, Irvine, California 92614 949.553.0666 www.lsa.net March 23, 2018 Brianna Pilkinton Section Manager, Environmental Studies Burns & McDonnell 4225 Executive Square, Suite 500 La Jolla, California 92037 Subject: Paleontological Resources Assessment for the Carlsbad Fire Station No. 2 Project, Carlsbad, San Diego County, California Dear Ms. Pilkinton: LSA conducted a paleontological resources assessment for the proposed Carlsbad Fire Station No. 2 Project (project) in Carlsbad, San Diego County, California. The purpose of the assessment was to determine whether any paleontological resources that may be present within the proposed project site might be impacted by project development and to make recommendations to mitigate any potential impacts to those resources. This assessment was conducted in accordance with industry best practices as described by the Society of Vertebrate Paleontology (SVP, 2010). PROJECT DESCRIPTION AND LOCATION The proposed project consists of the demolition and replacement of the fire station building at 1906 Arenal Road. The new Fire Station No. 2 will include a two-story structure with living spaces and dormitories situated over the apparatus bay. A parking lot and a wrap-around driveway will be situated on the north and east sides of the building. Current project plans indicate that excavation for the project is expected to extend to approximately 6 feet (ft) to 8 ft and not exceed a depth of 10 ft (personal communication, domusstudio architecture, March 2018). The project site is bounded by El Camino Real to the west, Arenal Road to the south, and private residences to the northeast. It is depicted on the United States Geological Survey (USGS) Encinitas, California 7.5-minute topographic quadrangle map in Township 12 South, Range 4 West, Section 35, San Bernardino Baseline and Meridian (USGS, 1975). REGULATORY ENVIRONMENT State of California Under State law, paleontological resources are protected by the California Environmental Quality Act (CEQA) and Public Resources Code (PRC) Section 5097.5. California Environmental Quality Act (Public Resources Code 21000 et seq.) The purpose of CEQA is to provide a Statewide policy of environmental protection. As part of this protection, State and local agencies are required to analyze, disclose, and, when feasible, mitigate the environmental impacts of, or find alternatives to, proposed projects. The State CEQA Guidelines (California Code of Regulations [CCR] 15000 et seq.) provide regulations for the implementation of CEQA and include more specific direction on the process of documenting, analyzing, disclosing, and 3/23/18 (P:\BUM1802\Carlsbad Fire No. 2 Paleo Letter.docx) 2 mitigating environmental impacts of a project. To assist in this process, Appendix G of the State CEQA Guidelines provides a sample checklist form that may be used to identify and explain the degree of impact a project will have on a variety of environmental aspects, including paleontological resources (Section V[c]). As stated in Section 15002(b)(1-3) of the State CEQA Guidelines, CEQA applies to governmental action, including activities that are undertaken by, financed by, or require approval from a governmental agency. California Public Resources Code, Section 5097.5 This law protects historic, archaeological, and paleontological resources on public lands within California and establishes criminal and civil penalties for violations. Specifically, PRC Section 5097.5 states that “No person shall knowingly or willfully excavate upon, remove, destroy, injure, or deface any … paleontological or historical feature, situated on public lands” and that public lands includes lands “… under the jurisdiction of the state, or any city, county, district, authority, or public corporation, or any agency thereof.” City of Carlsbad Paleontological resources are addressed in City General Plan (City of Carlsbad, 2013) and Municipal Code, relevant excerpts of which are included below. City of Carlsbad General Plan The Arts, History, Culture, and Education Element of the General Plan for the City of Carlsbad (City of Carlsbad, 2013), includes the following policies regarding paleontological resources:7-P.7. Implement the City of Carlsbad Cultural Resources Guidelines to avoid or substantially reduce impacts to archaeological and paleontological resources. 7-P.8. During construction of specific development projects, require monitoring of grading, ground-disturbing, and other major earth-moving activities in previously undisturbed areas or in areas with known archaeological or paleontological resources by a qualified professional, as well as a tribal monitor during activities in areas with cultural resources of interest to local Native American tribes. Both the qualified professional and tribal monitor shall observe grading, ground-disturbing, and other earth-moving activities. 7-P.9. Ensure that treatment of any cultural resources discovered during site grading complies with the City of Carlsbad Cultural Resource Guidelines. 7-P.11. Prior to occupancy of any buildings, a cultural resource monitoring report identifying all materials recovered shall be submitted to the City Planner. City of Carlsbad Municipal Code The City’s Municipal Code, Chapter 22, applies to all historic resources, publicly and privately owned, within the corporate limits of the City. According to Chapter 22.02.020, Purpose and Intent, the chapter was developed to:Effect and accomplish the protection, enhancement and perpetuation of historic resources (that include paleontological resources) that represent or reflect elements of the City’s cultural, social, economic, political and architectural history 3/23/18 (P:\BUM1802\Carlsbad Fire No. 2 Paleo Letter.docx) 3 B. Safeguard the City’s historic heritage by encouraging preservation of its historic resources C. Stabilize and improve property values D. Foster civic pride in the character and accomplishments of the past E. Protect and enhance the City’s historic attractions for residents, tourists and visitors and serve as a support and stimulus to business and industry F. Strengthen the economy of the City G. Promote the use of historic districts and landmarks for the education, pleasure and welfare of the people of the City (Ord. NS-433 § 2 (part), 1997: Ord. 9776 § 1 (part), 1985) Chapter 22.02.050 states that as part of the environmental review of development projects affecting historic structures or archaeological or paleontological sites, as shown on the historic resources inventory or as identified in the environment study, the environment documents shall be referred to the historic preservation commission for review. The commission may review and comment on the environment documents of the referral. The commission shall comment within the public review time limits established by the California Environmental Quality Act (Ord. NS-433 § 2 (part), 1997: Ord. NS-141 § 2, 1991: Ord. 9776 § 1 (part), 1985). METHODS LSA examined geologic maps of the project site and reviewed relevant geological and paleontological literature to determine which geologic units are present within the project site and whether fossils have been recovered within the project site or from those or similar geologic units elsewhere in the region. A fossil locality search request was submitted to the San Diego Natural History Museum (SDNHM) in order to determine the status and extent of previously recorded paleontological resources within and surrounding the project site. RESULTS Literature Review The project site is located at the northern end of the Peninsular Ranges Geomorphic Province, a 900-mile long northwest-southeast trending structural block that extends from the Transverse Ranges to the tip of Baja California and includes the Los Angeles Basin (California Geological Survey, 2002; Norris and Webb, 1976). The total width of this province is approximately 225 miles, extending from the Colorado Desert in the east, across the continental shelf to the Southern Channel Islands (Santa Barbara, San Nicolas, Santa Catalina, and San Clemente) in the west (Sharp, 1976). This region is characterized by a series of mountain ranges separated by northwest-trending valleys subparallel to faults branching from the San Andreas Fault (California Geological Survey, 2002; Norris and Webb, 1976). The geology of this province is similar to that of the Sierra Nevada, with granitic rock intruding into the older metamorphic rocks (California Geological Survey, 2002). It contains extensive pre- Cenozoic (older than 66 million years ago [Ma]) igneous and metamorphic rocks covered by Cenozoic (younger than 66 Ma) sedimentary deposits (Norris and Webb, 1976). 3/23/18 (P:\BUM1802\Carlsbad Fire No. 2 Paleo Letter.docx) 4 Geologic mapping by Kennedy and Tan (2007) indicates the project site contains Old Alluvial Flood Plain Deposits. However, the geotechnical report prepared for the project indicates the project site contains Artificial Fill overlying either Old Alluvial Flood Plain Deposits or the Santiago Formation (Ninyo and Moore, 2017). Artificial Fill Artificial Fill consists of sediments that have been removed from one location and transported to another location by human activity, rather than by natural means. The transportation distance can vary from a few feet to many miles, and composition is dependent on the source and purpose. Artificial Fill will sometimes contain modern debris (e.g., asphalt, wood, bricks, concrete, metal, glass, plastic, and plant material). The geotechnical report prepared for the project indicates the project site contains Artificial Fill from the surface to depths of approximately 0.5 ft at the northwestern end to 10 ft at the southeastern end (Ninyo and Moore, 2017) While Artificial Fill may contain fossils, these fossils have been removed from their original location and are out of stratigraphic context. Therefore, they are not considered important for scientific study. As such, Artificial Fill has no paleontological sensitivity. Old Alluvial Flood Plain Deposits The late to middle Pleistocene (11,700–781,000 years ago) Old Alluvial Flood Plain Deposits are composed of moderately well consolidated, poorly sorted mixtures of gravel, sand, silt, and clay that are often dissected by erosional gullies (Kennedy and Tan, 2007). These deposits are generally found adjacent to stream and river channels and represent deposition during flood events. Kennedy and Tan (2007) mapped these deposits over the entire project site. However, the geotechnical report for this project indicates that these deposits form a thin layer only in the northwestern part of the project site that may be encountered from approximately 0.5 ft to 1.5 ft beneath the surface between Artificial Fill and the Santiago Formation (Ninyo and Moore, 2017). The Old Alluvial Flood Plain Deposits span the latest two North American Land Mammal Ages: the Rancholabrean and the Irvingtonian (240,000 years ago–1.8 Ma) (Bell et al., 2004; Sanders et al., 2009). Fossils have been recovered from similar Rancholabrean and Irvingtonian deposits during excavations for roads, housing developments, and quarries, as well as scientific investigations within Southern California (Jefferson, 1991a, 1991b; Miller, 1971). These fossils include mammoths, mastodons, horses, bison, camels, saber-toothed cats, coyotes, deer, and sloths, as well as smaller animals like rodents, rabbits, birds, reptiles, and fish. As such, these deposits are considered to have high paleontological sensitivity. Santiago Formation The Santiago Formation was named for deposits in the northwestern Santa Ana Mountains, where it is composed of marine to nonmarine sediments up to 2,460 ft thick (Kennedy and Tan, 2007; Morton and Miller, 2006; Morton et al., 1976; Woodring and Popenoe, 1945). This formation may be divided into three informal units: a lower unit, member A; a middle unit, member B; and an upper unit, member C (Kennedy and Tan, 2007; Morton et al., 1976; Prothero, 2001; Woodring and Popenoe, 1945). The member A beds are buff and brownish-gray, massive, poorly sorted, and coarse-grained sandstone and conglomerate (Kennedy and Tan, 2007). The middle member B unit consists of gray 3/23/18 (P:\BUM1802\Carlsbad Fire No. 2 Paleo Letter.docx) 5 and brownish-gray, soft, medium-grained, moderately well-sorted sandstone but is not always present (Kennedy and Tan, 2007). The upper member C beds are gray, coarse-grained sandstone (Kennedy and Tan, 2007). The geotechnical report prepared for this project indicates that the Santiago Formation is present beneath Artificial Fill and may be encountered at depths ranging from approximately 1.5 ft to 10 ft (Ninyo and Moore, 2017). According to the County of San Diego Guidelines for Determining Significance: Paleontological Resources (County of San Diego, 2009), member C of the Santiago Formation has produced “some of the best preserved assemblages of middle Eocene terrestrial mammals in California” (p. 5). Exposures of this formation around Oceanside, Carlsbad, and Vista contain “a diverse fossil record consisting of marine, estuarine, and terrestrial fossils and fossil assemblages” (p. 6–7). Fossils recovered from this formation in San Diego County include bony fish, frogs, lizards, snakes, turtles, crocodiles, birds, marsupials, insectivores, primates, rodents, rabbits, creodonts, carnivores, condylarths, perissodactyls, and artiodactyls (Golz and Lillegraven, 1977; Mihlbachler and Deméré, 2009; Moscato, 2013; Tomiya, 2011, 2013). Because the Santiago Formation is known to contain scientifically significant paleontological resources, this formation is considered to have high paleontological sensitivity. Fossil Locality Search According to the locality search conducted by the SDNHM, there are no known fossil localities within the boundaries of the project or from the Old Alluvial Flood Plain Deposits within one mile of the project site. However, the museum has records of six localities (SDNHM 4333, 5482, 5516, 5744, 6188, 6189) from members B and C of the Santiago Formation within 1 mile of the project site. These localities produced trace fossils (e.g., borings from cyanobacteria and sponges), fossils of various plants (e.g., ginkgo, pine, sequoia, pea, alder, oak, hickory, almond, willow, and sumac), marine invertebrates (e.g., bryozoans, polychaete worms, snails, mussels, oysters, clams, tusk shells, barnacles, and crabs), and marine vertebrates (e.g., cartilaginous and bony fish). One additional locality (SDNHM 6544) within one mile from the project site is from the transitional zone between the Santiago Formation and the underlying Delmar Formation. This locality produced fossils of marine invertebrates (e.g., snails, oysters, and clams) and marine vertebrates (e.g., rays, skates, and bony fish). The results letter from the SDNHM is provided in Attachment B. RECOMMENDATIONS The results of the locality search and literature review indicate that the project site contains Artificial Fill, which has no paleontological sensitivity, as well as Old Alluvial Flood Plain Deposits and the Santiago Formation, both of which have high paleontological sensitivity. According the geotechnical report, project excavation will need to remove the Artificial Fill and Old Alluvial Flood Plain Deposits and overexcavate to reach competent material at the same depth throughout much of the project site for construction of the building pad (Ninyo and Moore, 2017). As such, project excavation will extend into the high sensitivity deposits of the Alluvial Flood Plain Deposits and the Santiago Formation, and there is a potential to encounter scientifically significant paleontological resources. Therefore, LSA recommends the following project commitments: PALEO-1 A paleontologist shall be retained to develop a Paleontological Resources Impact Mitigation Program (PRIMP) for this project. The PRIMP shall be consistent with the 3/23/18 (P:\BUM1802\Carlsbad Fire No. 2 Paleo Letter.docx) 6 guidelines of the Society of Vertebrate Paleontology and include the methods that will be used to protect paleontological resources that may exist within the project site, as well as procedures for monitoring, fossil preparation and identification, curation into a repository, and preparation of a report at the conclusion of grading. PALEO-2 Excavation and grading activities in deposits with high paleontological sensitivity (Old Alluvial Flood Plain Deposits and the Santiago Formation) shall be monitored by a paleontological monitor following a PRIMP. No monitoring is required for excavations in deposits with no paleontological sensitivity (Artificial Fill). If paleontological resources are encountered during the course of ground disturbance, the paleontological monitor shall have the authority to temporarily redirect construction away from the area of the find in order to assess its significance. In the event that paleontological resources are encountered when a paleontological monitor is not present, work in the immediate area of the find shall be redirected and a paleontologist should be contacted to assess the find for significance. If determined to be significant, the fossil shall be collected from the field. PALEO-3 Collected resources shall be prepared to the point of identification, identified to the lowest taxonomic level possible, cataloged, and curated into the permanent collections of a museum repository. At the conclusion of the monitoring program, a report of findings shall be prepared to document the results of the monitoring program. By following the above procedures, potential impacts to significant nonrenewable paleontological resources would be avoided. Sincerely, LSA Associates, Inc. Sarah Rieboldt, Ph.D. Senior Paleontological Resources Manager Cultural and Paleontological Resources Group Attachments: References A. Figure 1: Project Location and Vicinity Map B. Results of the Locality Search at the San Diego Natural History Museum 3/23/18 (P:\BUM1802\Carlsbad Fire No. 2 Paleo Letter.docx) 7 REFERENCES Bell, Christopher J., Ernest L. Lundelius, Jr., Anthony D. Barnosky, Russell W. Graham, Everett H. Lindsay, Dennis R. Ruez, Jr., Holmes A. Semken, Jr., S. David Webb, and Richard J. Zakrzewski 2004 The Blancan, Irvingtonian, and Rancholabrean Land Mammal Ages. In M.O. Woodburne, ed., Late Cretaceous and Cenozoic Mammals of North America. pp. 232-314. California Geological Survey 2002 California Geomorphic Provinces. California Geologic Survey Note 36. California Department of Conservation. City of Carlsbad 2013 Open Space and Conservation Element, City of Carlsbad General Plan. Website: http://www.carlsbadca.gov/services/departments/planning/pages/general-plan.aspx. Accessed May 2016. County of San Diego 2009 County of San Diego Guidelines for Determining Significance: Paleontological Resources. Prepared by the Land Use and Environment Group of the Department of Planning and Land Use in the Department of Public Works. Approved March 19, 2007. Modified January 15, 2009. Website: http://www.sdcounty.ca.gov/pds/procguid.html. Golz, David J., and Jason A. Lillegraven 1977 Summary of Known Occurrences of Terrestrial Vertebrates from Eocene Strata of Southern California. University of Wyoming Contributions to Geology 15(1):43–64. Kennedy, Michael P., and Siang S. Tan 2007 Geologic Map of the Oceanside 30’ × 60’ Quadrangle, California. Digital Preparation by Kelly R. Bovard, Rachel M. Alvarez, Michael J. Watson, and Carlos I. Gutierrez. Prepared by the California Geological Survey in cooperation with the United States Geological Survey Southern California Area Mapping Project. Map Scale 1:100,000. Mihlbachler, Matthew C., and Thomas A. Deméré 2009 A New Species of Brontotheriidae (Perissodactyla, Mammalia) from the Santiago Formation (Duchesnean, Middle Eocene) of Southern California. Proceedings of the San Diego Society of Natural History 41, p. 1–36. Morton, Douglas, and Fred K. Miller 2006 Geologic Map of the San Bernardino and Santa Ana 30’ x 60’ Quadrangles, California. Version 1.0. Digital Preparation by Pamela M. Cossette and Kelly R. Bovard. Prepared by the United States Geologic Survey in cooperation with the California Division of Mines and Geology. Open File Report 2006-1217. Map Scale 1:100,000. Morton, Paul K., Russell V. Miller, and James R. Evans 1976 Environmental Geology of Orange County, California. California Division of Mines and Geology Open File Report 79-8 LA. 474 pp. 3/23/18 (P:\BUM1802\Carlsbad Fire No. 2 Paleo Letter.docx) 8 Moscato, David 2013 A Glyptosaurine Lizard from the Eocene (late Uintan) of San Diego, California and Implications from Glytosaurine Evolution and Biogeography. Unpublished Master’s thesis, East Tennessee State University. 63 pp. Jefferson, George T. 1991a A Catalogue of Late Quaternary Vertebrates from California: Part One: Non-marine Lower Vertebrate and Avian Taxa. Natural History Museum of Los Angeles County Technical Reports Number 5. Los Angeles. 1991b A Catalogue of Late Quaternary Vertebrates from California: Part Two: Mammals. Natural History Museum of Los Angeles County Technical Reports Number 7. Los Angeles. Miller, Wade E. 1971 Pleistocene Vertebrates of the Los Angeles Basin and Vicinity (Exclusive of Rancho La Brea). Los Angeles County Museum of Natural History Bulletin, Science: No. 10. Ninyo and Moore 2017 Geotechnical Evaluation, Fire Station No. 2, 1906 Arenal Road, Carlsbad, California. Prepared for domusstudio architecture October 18, 2017. Ninyo and Moore Project No. 108438001. Norris, R.M., and R.W. Webb 1976 Geology of California. New York: John Wiley and Songs, Inc. 379 pp. Prothero, Donald R. 2001 Magnetic Stratigraphy of the Middle Eocene Santiago Formation, San Diego and Orange Counties, California. In Dr. R. Prothero, ed., Magnetic Stratigraphy of the Pacific Coast Cenozoic, Pacific Section of the Society for Sedimentary Geology (SEPM) Book 91, p. 107– 118. Sanders, A.E., R.E. Weems, and L.B. Albright 2009 Formalization of the Middle Pleistocene “Ten Mile Beds” in South Carolina with Evidence for Placement of the Irvingtonian-Rancholabrean Boundary. Museum of Northern Arizona Bulletin 64:369-375. Sharp, R.P. 1976 Geology: Field Guide to Southern California, Kendall/Hunt Publishing Company, Second Edition: 181 pp. Society of Vertebrate Paleontology (SVP) 2010 Standard Procedures for the Assessment and Mitigation of Adverse Impacts to Paleontological Resources Society of Vertebrate Paleontology. Impact Mitigation Guidelines Revision Committee, pp. 1–11. 3/23/18 (P:\BUM1802\Carlsbad Fire No. 2 Paleo Letter.docx) 9 Tomiya, Susumu 2011 A New Basal Caniform (Mammalia: Carnivora) from the Middle Eocene of North America and Remarks on the Phylogeny of Early Carnivorans. PLoS One 6(9):e24146. 2013 New Carnivoraforms (Mammalia) from the Middle Eocene of California, USA and Comments on the status of ‘Miacis’ gracilis. Palaeontologica Electronica Vol. 16, Issue 2, 14A. 29 pages. United States Geological Survey (USGS) 1975 Encinitas, California 7.5-minute topographic quadrangle. United States Geological Survey, Denver, Colorado. Woodring, W. P., and W. P. Popenoe 1945 Paleocene and Eocene Stratigraphy of the Northwestern Santa Ana Mountains, Orange County, California. United States Geological Survey Oil and Gas Investigations, Preliminary Chart 12. PALEONTOLOGICAL RESOURCES ASSESSMENT MARCH 2018 CARLSBAD FIRE STATION NO. 2 PROJECT CARLSBAD, SAN DIEGO COUNTY, CALIFORNIA ATTACHMENT A FIGURE 1: PROJECT LOCATION AND VICINITY MAP Service Layer Credits: Copyright:© 2013National Geographic Society, i-cubedCopyright:© 2014 Esri Project Location SOURCE: USGS 7.5' Quad - Encinitas (1975) I:\BUM1802\GIS\MXD\ProjLoc.mxd (3/19/2018) FIGURE 1 Carlsbad Fire Station No. 2 Project Location and Vicinity LEGEND Project Location 0 1000 2000 FEET San Diego County ÃÃ56 ÃÃ78 ÃÃ76 Project Location §¨¦805 §¨¦15 §¨¦5 Project Vicinity PALEONTOLOGICAL RESOURCES ASSESSMENT MARCH 2018 CARLSBAD FIRE STATION NO. 2 PROJECT CARLSBAD, SAN DIEGO COUNTY, CALIFORNIA 3/23/18 (P:\BUM1802\Carlsbad Fire No. 2 Paleo Letter.docx) 11 ATTACHMENT B RESULTS OF THE LOCALITY SEARCH AT THE SAN DIEGO NATURAL HISTORY MUSEUM 22 March 2018 Dr. Sarah Reiboldt LSA 20 Executive Park, Suite 200 Irvine, CA 92614 RE: Paleontological Records Search – Carlsbad Fire Station No. 2 Project (LSA Project Number BUM1802) Dear Dr. Rieboldt: This letter presents the results of a paleontological records search conducted for the Carlsbad Fire Station No. 2 project, located at 1906 Arenal Road in the south central portion of the City of Carlsbad, San Diego County, CA. The project site is bordered to the south by Arenal Road, to the west by El Camino Real, and to the north and east by residential development. A review of published geological maps covering the project site and surrounding area was conducted to determine the specific geologic units underlying the project. Each geologic unit was subsequently assigned a paleontological resource sensitivity following County of San Diego guidelines (Deméré and Walsh, 1993; Stephenson et al., 2009). Published geological reports covering the project area (e.g., Kennedy and Tan, 2007) indicate that the proposed project has the potential to impact Pleistocene-age old alluvial flood plain deposits, as well as the underlying Eocene-age Santiago Formation. These geologic units and their paleontological sensitivity are summarized in detail in the following section. In addition, a search of the paleontological collection records housed at the San Diego Natural History Museum (SDNHM) was conducted in order to determine if any documented fossil collection localities occur at the project site or within the immediate surrounding area (Figure 1). The SDNHM has 16 recorded fossil localities within 1 mile of the project site. Nine localities are from geologic units that are not expected to be impacted by construction of the project: unassigned late Pleistocene back bay deposits and the Pleistocene-age Bay Point Formation. The remaining seven localities are from members B and C of the Santiago Formation and the transitional Santiago Formation/Delmar Formation zone, and are described in greater detail below. Geologic Rock Units Underlying the Project Area Pleistocene old alluvial flood plain deposits – Pleistocene-age (approximately 500,000 to 11,000 years old) old alluvial flood plain deposits (mapped by Kennedy and Tan, 2007, as Qoa) underlie the entire project site at the surface. The SDNHM does not have any fossil localities from old alluvial deposits within a 1-mile radius of the project site. Fossils known from Pleistocene old alluvial flood plain deposits in coastal San Diego County are somewhat rare, but have been collected at several locations. Recovered fossils include skeletal remains of reptiles and birds (e.g., pond turtle, lizard, passenger pigeon, and hawk), small bodied mammals (e.g., mole, shrew, mice, and squirrel), and large-bodied Pleistocene mammals (e.g., ground sloth, wolf, bear, tapir, horse, camel, deer, giant bison, mastodon, Carlsbad Fire Station No. 2—Paleontological Records Search 2 and mammoth) (Deméré and Walsh, 1993). Therefore, these deposits are assigned a moderate paleontological sensitivity. Santiago Formation – The Santiago Formation underlies Pleistocene alluvial deposits in the vicinity of the project site, and likely occurs at an unknown depth within the project footprint. The middle Eocene-age (approximately 49 to 40 million years old) Santiago Formation has been divided into three informal members in the Encinitas-Carlsbad-Vista area of San Diego County (Wilson, 1972). The SDNHM has six recorded fossil localities from marine deposits of members "B" and "C" of the Santiago Formation within an approximately 1-mile radius of the project site. The localities produced trace fossils (e.g., borings produced by cyanobacteria, sponge borings) and fossilized impressions or remains of plants (e.g., ginkgo, pine, sequoia, pea, alder, oak, hickory, almond, willow, sumac, and other vascular and flowering plants), marine invertebrates (e.g., bryozoans, polychaete worms, snails, mussels, oysters, clams, tusk shells, barnacles, crabs, ), and marine vertebrates (e.g., cartilaginous and bony fish). One additional locality, assigned to the transitional zone between the Santiago Formation and underlying early Eocene-age Delmar Formation, yielded marine invertebrates (e.g., snails, oysters, and clams) and marine vertebrates (e.g., rays, skates, and bony fish). Both members "B" and "C" of the Santiago Formation have produced scientifically important marine and estuarine invertebrate fossil remains, as well as terrestrial vertebrate fossil remains (Deméré and Walsh, 1993). The Santiago Formation has produced significant terrestrial fossil vertebrate localities in northern San Diego County, and is considered to have a high paleontological sensitivity (Deméré and Walsh, 1993). Summary and Recommendations The high paleontological sensitivity of the Santiago Formation and moderate paleontological sensitivity of Pleistocene alluvial flood plain deposits in San Diego County (Deméré and Walsh, 1993; Stephenson et al., 2009), as well as the presence of fossil localities near the project site, suggest the potential for construction of the proposed project to result in impacts to paleontological resources. Any proposed excavation activities that extend deep enough to encounter previously undisturbed deposits of these geologic units have the potential to impact the paleontological resources preserved therein. For these reasons, implementation of a complete paleontological resource mitigation program during ground-disturbing activities is recommended. The fossil collection locality information contained within this paleontological records search should be considered private and is the sole property of the San Diego Natural History Museum. Any use or reprocessing of information contained within this document beyond the scope of the Carlsbad Fire Station No. 2 project is prohibited. If you have any questions concerning these findings please feel free to contact me at 619-255- 0321 or kmccomas@sdnhm.org. Carlsbad Fire Station No. 2—Paleontological Records Search 3 Sincerely, Katie McComas Paleontology Collections Assistant San Diego Natural History Museum Enc: Figure 1: Project map Appendix: List of SDNHM fossil localities in the vicinity of the project Literature Cited Deméré, T.A., and Walsh, S.L. 1993. Paleontological Resources, County of San Diego. Prepared for the San Diego Planning Commission: 1–68. Kennedy, M.P., and Tan, S.S. 2007. Geologic Map of the Oceanside 30' x 60' Quadrangle, California. California Geological Survey, Regional Geologic Map Series 1:100,000 scale, map no. 2. Stephenson, B., and seven others. 2009. County of San Diego Guidelines for determining significance, paleontological resources. Land Use and Environment Group, Department of Planning and Land Use, Department of Public Works, 46 p. Wilson, K.L. 1972. Eocene and related geology of a portion of the San Luis Rey and Encinitas quadrangles, San Diego County, California. Unpublished M.A. thesis, University of California, Riverside, 135 p. Project Name: Fire Station No. 2 November 2019 -2-89- Initial Study Appendix E: Ninyo & Moore Hazardous Building Materials Survey Hazardous Building Materials Survey Carlsbad Fire Station #2 1906 Arenal Road Carlsbad, California City of Carlsbad 1635 Faraday Avenue | Carlsbad, California 92008 April 27, 2018 | Project No. 108551001 Geotechnical | Environmental | Construction Inspection & Testing | Forensic Engineering & Expert Witness Geophysics | Engineering Geology | Laboratory Testing | Industrial Hygiene | Occupational Safety | Air Quality | GIS April 27, 2018 Project No. 108551001 Mr. Steven Stewart City of Carlsbad, Municipal Projects Manager 1635 Faraday Avenue Carlsbad, California 92008 Subject: Hazardous Building Materials Survey Fire Station No. 2 1906 Arenal Road Carlsbad, California CA1293 – Task No. 10 Dear Mr. Stewart: In accordance with your request, Ninyo & Moore has performed a hazardous building materials (HBM) survey for the Fire Station #2 building located at 1906 Arenal Road in Carlsbad, California (subject building). The attached report presents our methodology, findings, and recommendations regarding the HBMs at the subject building. We appreciate the opportunity to be of service to you on this important project. Respectfully submitted, NINYO & MOORE Nicolas J. Carpenter, CAC# 12-4867 Senior Project Environmental Scientist Stephen J. Waide, CIH, CSP Principal Environmental Scientist NJC/SJW/gg Distribution: (1) Addressee (via e-mail) 5710 Ruffin Road | San Diego, California 92123 | p. 858.576.1000 | www.ninyoandmoore.com Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 i CONTENTS I 1 INTRODUCTION 1 2 OBJECTIVE AND SCOPE OF SERVICES 1 3 SITE DESCRIPTION 2 4 PHYSICAL LIMITATIONS 2 5 SAMPLE COLLECTION AND ANALYSES 2 5.1 Asbestos-Containing Materials Survey 3 5.2 Lead-Containing Surfaces Survey 4 5.3 Other Potential Hazardous Building Materials 4 6 FINDINGS AND RECOMMENDATIONS 4 6.1 Asbestos 5 6.2 Lead-Containing Surfaces 5 6.3 Other Potential Hazardous Building Materials 6 7 LIMITATIONS 7 FIGURES 1 – Site Location 2 – Site Plan 3 – Sample Locations: Fire Station #2 TABLES 1 – Asbestos Survey Results 2 – Summary of Asbestos-Containing Materials 3 – XRF Data Sheet 4 – Summary of Lead-Containing Surfaces 5 – Summary of Other Potential Hazardous Building Materials Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 ii APPENDICES A – Suspect Asbestos-Containing Materials Sampling Protocol B – Laboratory Analytical Report and Chain-of-Custody Records C – XRF Testing Methodology D – CDPH Form 8552 - Lead Hazard Evaluation Report Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 1 1 INTRODUCTION Ninyo & Moore has conducted a HBM survey for the subject building addressed 1906 Arenal Road, within the City of Carlsbad and County of San Diego, California (Figure 1). Our survey included an asbestos-containing materials (ACMs) survey, a lead-containing surfaces (LCSs) survey of materials and/or surfaces, visual identification and quantification of building materials potentially falling under the California Department of Toxic Substances Control (DTSC) Universal Waste Rule (UWR) and other potential hazardous building materials. For the purposes of this assessment, LCS refers to both lead-based paint, as defined by the California Department of Public Health (CDPH) and U.S. Department of Housing and Urban Development (HUD), and other potential lead-containing materials, including, but not limited to, ceramic tile and porcelain bathroom fixtures. The survey was performed in accordance with established guidelines for the assessment of ACM and LCS, and is based upon conditions of the subject building at the time of the surveying activities. 2 OBJECTIVE AND SCOPE OF SERVICES The purpose of this report is to provide information regarding the current site conditions to assist the City of Carlsbad in implementing future site improvements to the subject building. Our scope of work performed for the study is identified below. • Conducted a visual reconnaissance of the subject building to document homogeneous areas and locate suspect ACM, LCS, building materials potentially falling under the UWR, and other potential hazardous building materials. • Collected 41 bulk samples of suspect ACMs and submitted them to an independent laboratory for analysis of asbestos content. Samples were analyzed utilizing the Environmental Protection Agency (EPA) recommended method of polarized light microscopy (PLM) in accordance with EPA Method 600/R-93/116 July 93. • Collected 70 x-ray fluorescence (XRF) readings of potential LCS. • Visually assessed building materials potentially falling under the UWR, including, but not limited to non-incandescent light bulbs, mercury-containing thermostat triggers, batteries, and electronic devices. Other potentially hazardous building materials, including, but not limited to, potential polychlorinated biphenyl-containing light ballasts, potential tritium- containing exit signs, potential americium-containing smoke detectors, and potential Freon™-containing air conditioning units and refrigerators, were noted, if observed. • Prepared sample location maps showing locations where suspect ACM were collected and locations of XRF readings of surfaces with lead concentrations in excess of 1.0 milligram per square centimeter (mg/cm2), if encountered. Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 2 • Prepared this HBM survey report presenting our data and summarizing our findings and recommendations regarding ACM, LCS, and other potential hazardous building materials for the subject building. 3 SITE DESCRIPTION The survey encompassed Fire Station #2 in Carlsbad, California (Figure 2). The following table describes the buildings assessed during our assessment. Bldg. Approx. Date of Construction Approx. SF Roof Construction Foundation Flooring Materials Interior Framing Ceiling Finishes Wall Finishes 1906 Unknown 4,675 BURM C C, CPT, L B, W ACP, DW B, CT, DW NOTES: ACP = acoustic ceiling panel ACT = acoustic ceiling tile B = brick BURM = built-up roofing membrane C = concrete CT = ceramic tile CPT = carpet DW = drywall FB = fireproofing P = plaster L = linoleum RM = remnant flooring mastic S = stucco SOAC = spray-on acoustic ceiling T = terrazzo VFT = vinyl floor tile W = wood WP = wood panel 4 PHYSICAL LIMITATIONS Survey activities were limited to the aboveground structures. Underground utilities, such as suspect cementious water lines or suspect insulated/coated gas or electrical lines, were not assessed during survey activities. Physical limitations, such as inaccessible rooms, were not encountered during survey activities. However, since non-destructive sampling techniques were used, there is a possibility that additional suspect materials and/or surfaces may be encountered in inaccessible areas (e.g., interstitial wall and ceiling spaces and canopy soffits) during building renovation and/or demolition activities. For instance, untested thermal system insulation may be present within wall and ceiling cavities and behind plumbing and heating fixtures (e.g., sinks, boilers, and radiators). Suspect materials and/or surfaces encountered during building renovation and/or demolition activities that have not been assessed either may be assumed to be asbestos- and/or lead-containing and handled accordingly, or may be sampled and analyzed to assess whether they are asbestos- and/or lead-containing. 5 SAMPLE COLLECTION AND ANALYSES In April 2018, the subject building was assessed for the presence of ACM, LCS, and other potential hazardous building materials. The ACM and LCS surveys followed EPA guidelines, or Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 3 industry standards, within the limitations of the scope of this assessment. Survey activities are discussed below. 5.1 Asbestos-Containing Materials Survey The asbestos survey was performed by a Certified Site Surveillance Technician, under the supervision of a Certified Asbestos Consultant. Survey activities included a preliminary visual assessment and bulk sampling of suspect ACMs. Representative samples of suspect ACMs were collected after identification of homogeneous sampling areas (areas in which the materials are uniform in color, texture, construction or application date, and general appearance). Material type, location, condition, and friability were noted for each homogeneous area. For the purposes of the assessment, the subject building was treated as a homogeneous area. Forty-one samples of suspect ACMs were collected, using EPA-recommended sampling procedures (Appendix B). The suspect ACM samples were delivered to EMSL Analytical (EMSL) of San Diego, California for analysis. EMSL is accredited in the National Voluntary Laboratory Accreditation Program for bulk asbestos fiber analysis. The samples were analyzed for the presence and quantification of asbestos fibers, using PLM with dispersion staining, in accordance with EPA Method 600/R-93/116 July 93. Due to material layering, sixty-four separate PLM analyses were performed. The lower limit of reliable detection for asbestos using the PLM method is approximately 1% by weight. Currently, the EPA and the State of California stipulate that materials containing greater than 1% asbestos constitute an ACM and the State of California stipulates that a material containing greater than 0.1% asbestos constitutes an asbestos-containing construction material (ACCM). Building materials that were sampled and analyzed for the presence of asbestos in this survey are presented in the attached Table 1, and the locations from which bulk asbestos samples were collected during this survey are shown on Figure 3. Copies of the laboratory analytical report and chain-of-custody records for this survey are presented in Appendix B. Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 4 5.2 Lead-Containing Surfaces Survey Ninyo & Moore’s objective was to test suspect lead-containing surfaces observed in the subject buildings and to assess the condition of surfaces found to be lead-containing. For the purposes of this assessment, LCS refers to both lead-based paint, as defined by CDPH and HUD, and other potential lead-containing materials, including, but not limited to, ceramic tile and porcelain bathroom fixtures. The testing was conducted by a CDPH-certified Lead Inspector/Assessor using a portable NITON XLp 300A XRF spectrum analyzer in accordance with accepted environmental science and engineering practices for renovation projects. The testing methodology utilized is presented in Appendix D. Seventy XRF readings (including calibrations) were collected during the survey. Building components that were tested for the presence of lead during this survey are presented in the attached Table 3. The XRF testing orientation (A, B, C, and D wall orientations) utilized during the testing and locations of XRF readings in excess of 1.0 mg/cm2, the regulatory standard for lead in surface coatings, are depicted on Figure 3. Surfaces with a lead content greater than 1.0 mg/cm2, or 0.5% by weight, are summarized in Table 4, including the locations of the LCS. A copy of CDPH form 8552 “Lead Hazard Evaluation Report” for the subject building is included in Appendix E. 5.3 Other Potential Hazardous Building Materials Ninyo & Moore performed a visual assessment of building materials potentially falling under the UWR, including, but not limited to, non-incandescent light bulbs, mercury-containing thermostat triggers, batteries, and electronic devices. Other potentially hazardous building materials, including, but not limited to, potential polychlorinated biphenyl-containing light ballasts, potential tritium- containing exit signs, potential americium-containing smoke detectors, and potential Freon™- containing air conditioning units and refrigerators, were noted, if observed. In accordance with the scope of work, positive identification of the suspect hazardous material, via analytical testing, was not performed. Other potentially hazardous building materials are summarized in Table 5. 6 FINDINGS AND RECOMMENDATIONS The findings of these surveys are based on our visual observations and analysis of suspect building materials. Our findings are presented below. Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 5 6.1 Asbestos Based on the analytical results from this survey, ACMs are located at the subject building. ACMs are summarized in Table 2. Materials, which were not sampled as part of this assessment and that are uniform in color, texture, construction or application date, and/or general appearance to materials found to be asbestos-containing, should be presumed to be asbestos-containing. The identified ACMs should not be disturbed. Prior to building renovation and/or demolition activities, a licensed asbestos abatement contractor should remove the ACMs in accordance with federal, state and local regulations. It is the contractor’s responsibility to confirm ACM locations and quantities prior to bid submittals and initiating renovation and/or demolition activities for the subject building. Should additional suspect materials, not sampled or assessed in this report, be uncovered during building renovation and/or demolition: (a) samples of suspect materials should be collected for laboratory analysis, and all activities that may impact the materials should cease until laboratory analytical results are reviewed; or (b) the materials should be assumed to be asbestos-containing and handled as such. Note that any work involving the disturbance of materials containing asbestos should be performed using appropriate work practices, and be conducted by, and under the supervision of, properly trained, experienced, and certified personnel. 6.2 Lead-Containing Surfaces Based on the results of the XRF assays collected during this survey, surfaces containing concentrations of lead greater than or equal to 1.0 mg/cm2 or 0.5%, by weight, were identified at the subject building. Surfaces with a lead content exceeding the regulatory standard for lead in surface coatings are summarized in Table 4. The identified LCSs should be handled by an appropriately trained and licensed contractor, in accordance with all federal, state, and local regulations. Prior to building renovation and/or demolition activities, a licensed contractor, using CDPH-certified personnel, should perform the LCS abatement, in accordance with local, state, and federal regulations. It is the contractor’s responsibility to confirm LCS quantities and locations prior to bid submittals and initiating renovation and/or demolition activities for the subject building. The Contractor is also responsible for waste characterization for all materials removed from the subject building. Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 6 Please note that disturbing surfaces containing lead concentrations below the LCS criteria, as defined by CDPH and HUD, (e.g., lead concentrations less than 1.0 mg/cm2, or 0.5% by weight) may still trigger the California Occupational Safety and Health Administration (Cal-OSHA) Lead in Construction standard (e.g., Title 8, CCR Section 1532.1). In addition, please note that LCS condition was based upon Ninyo & Moore’s visual observations during survey activities and, as some of the identified LCS are located on the exterior of the subject buildings, LCS conditions may further deteriorate prior to renovation and/or demolition activities. Should suspect surfaces, not sampled or assessed in this report, be uncovered during building renovation and/or demolition: (a) samples of suspect surfaces should be collected for laboratory analysis and/or XRF testing of the suspect surfaces, and all activities that impact the suspect surfaces should cease until laboratory analytical results are reviewed and/or XRF testing results become available; or (b) the surfaces should be assumed to contain concentrations of lead greater than or equal to 1.0 mg/cm2, or 0.5% by weight, and handled as such. 6.3 Other Potential Hazardous Building Materials A visual assessment and quantification of all UWR and other potential hazardous building materials that could be impacted by renovation and/or demolition activities was performed. Other potential hazardous building materials observed throughout the subject buildings are summarized in Table 5 and include: • Fluorescent light tubes and associated ballasts, • Non-incandescent lights, • Potential americium-containing smoke detectors, • Potential Freon™-containing air-conditioning units, • Potential tritium-powered exit signs. Prior to renovation and/or demolition activities that could potentially disturb these materials, building materials falling under the UWR and other potential hazardous building materials should be removed and properly recycled or disposed of by a licensed contractor, in accordance with federal, state, and local regulations. It is the contractor’s responsibility to confirm miscellaneous hazardous building materials quantities and locations present prior to bid submittals and initiating renovation and/or demolition activities for the subject building. The Contractor is also responsible for waste characterization for all materials removed from the subject building. Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 7 7 LIMITATIONS Ninyo & Moore's opinions and recommendations regarding environmental conditions, as presented in this report, are based on limited sampling and chemical analysis. Further assessment of potential adverse environmental impacts may be accomplished by conducting a more comprehensive assessment. The samples collected and used for testing, and the observations made, are believed to be representative of the areas evaluated. However, if additional suspect building materials are encountered during demolition activities, these materials should be sampled by qualified personnel and analyzed for content prior to further disturbance. In addition, please note that quantities of impacted building materials are approximate. It is the contractor’s responsibility to confirm quantities present. The environmental services described in this report have been conducted in general accordance with current regulatory guidelines and the standard of care exercised by environmental consultants performing similar work in the project area. No warranty, expressed or implied, is made regarding the professional opinions presented in this report. Variations in site conditions may exist and conditions not observed or described in this report may be encountered during subsequent activities. This document is intended to be used only in its entirety. No portion of the document, by itself, is designed to completely represent any aspect of the project described herein. Ninyo & Moore should be contacted if the reader requires any additional information, or has questions regarding content, interpretations presented, or completeness of this document. The environmental interpretations and opinions contained in this report are based on the results of laboratory tests and analyses intended to detect the presence and concentration of specific chemical or physical constituents in samples collected from the subject site. The testing and analyses have been conducted by an independent laboratory that is certified by the State of California to conduct such tests. Ninyo & Moore has no involvement in, or control over, such testing and analysis. Ninyo & Moore, therefore, disclaims responsibility for any inaccuracy in such laboratory results. Please note the laboratory analytical report states “Due to the magnification limitations inherent in PLM, asbestos fibers below the resolution capability of PLM may not be detected. Samples reported as <1% or none detected may require additional testings by transmission electron microscopy to confirm asbestos quantities.” Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 8 Our findings, opinions, and recommendations are based on an analysis of the observed site conditions. It should be understood that the conditions of a site can change with time as a result of natural processes or the activities of man at the subject site or nearby sites. In addition, changes to the applicable laws, regulations, codes, and standards of practice may occur due to government action or the broadening of knowledge. The findings of this report may, therefore, be invalidated over time, in part or in whole, by changes over which Ninyo & Moore has no control. Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 FIGURES SITE 0 1,500 3,000 FEET MAP INDEX San DiegoCounty 1_108551001_SL.mxd 4/5/2018 AOBNOTE: DIRECTIONS, DIMENSIONS AND LOCATIONS ARE APPROXIMATE. | SOURCE: ESRI WORLD TOPO, 2017 SITE LOCATION CITY OF CARLSBAD, FIRE STATION NO. 21906 ARENAL ROAD, CARLSBAD, CALIFORNIA 108551001 | 4/18 FIGURE 1 SAMPLE LOCATIONS NOTE: DIMENSIONS, DIRECTIONS AND LOCATIONS ARE APPROXIMATE. I REFERENCE: KIMLEY HORN, DATED 6/27/16.0 FEET FIGURE 2 10 200 N 2 108551001 SPL.DWGLEGEND XRF 054 ASB 014 ASB 041 ASBESTOS SAMPLE ASBESTOS ROOF SAMPLE XRF ASSAY IN EXCESS OF 1.0 mg/cm2 CITY OF CARLSBAD, FIRE STATION NO. 2 1906 ARENAL ROAD, CARLSBAD, CALIFORNIA 108551001 I 4/18 XRF 051 XRF 052 XRF 050 XRF 047 XRF 053 XRF 048 ASB 003 ASB 009 ASB 008 ASB 016ASB 014 ASB 034 ASB 004 XRF 043 XRF 044 ASB 033 ASB 035 ASB 021 ASB 025 ASB 029 ASB 011 ASB 024 ASB 010 ASB 023 ASB 022 ASB 019 ASB 036 ASB 005 ASB 037 ASB 020 ASB 030 XRF 038 ASB 001 ASB 018 ASB 015 ASB 013 ASB 002 ASB 038 ASB 026 ASB 040 ASB 017 ASB 039 ASB 032 ASB 031 ASB 028 ASB 027 ASB 006 XRF 054 ASB 041 ASB 012 ASB 007 Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 Appendix A Photographic Documentation TABLES Sample No. Bldg. No. Room No. Sample LocationSample DescriptionApprox. Quantity (1)Friable Y/NCondition Asbestos ContentASB-001A Fire Station #2 Roof Southwest area - upper roof Black roof felt -- N/A N/A NDASB-001B Fire Station #2 Roof Southwest area - upper roof Tan insulation -- N/A N/A NDASB-002A Fire Station #2 Roof Southeast area - upper roof Black roof felt -- N/A N/A NDASB-002B Fire Station #2 Roof Southeast area - upper roof Tan insulation -- N/A N/A NDASB-003A Fire Station #2 Roof Northwest area - upper roof Black roof felt -- N/A N/A NDASB-003B Fire Station #2 Roof Northwest area - upper roof Tan insulation -- N/A N/A NDASB-004A Fire Station #2 Roof Northwest area - lower roof Black roof felt -- N/A N/A NDASB-004B Fire Station #2 Roof Northwest area - lower roof Tan insulation -- N/A N/A NDASB-005A Fire Station #2 Roof South area - lower roof Black roof felt -- N/A N/A NDASB-005B Fire Station #2 Roof South area - lower roof Tan insulation -- N/A N/A NDASB-006A Fire Station #2 Roof East area - lower roof Black roof felt -- N/A N/A NDASB-006B Fire Station #2 Roof East area - lower roof Tan insulation -- N/A N/A NDASB-007A Fire Station #2 Roof West area - upper roof Silver paint -- N/A N/A NDASB-007B Fire Station #2 Roof West area - upper roof Black roof penetration mastic -- N/A N/A NDASB-008 Fire Station #2 Roof Northwest area - upper roof Black roof penetration mastic 50 SF N Good 4% ChrysotileASB-009 Fire Station #2 Roof Northwest area - upper roofWhite/black/silver roof penetration mastic-- N/A N/A NDASB-010 Fire Station #2 Roof Central area - lower roof Black roof penetration mastic -- N/A N/A NDASB-011 Fire Station #2 Roof Central area - lower roof Black roof penetration mastic -- N/A N/A NDASB-012 Fire Station #2 Roof West area - upper roof Gray/white bolt caulking -- N/A N/A NDASB-013 Fire Station #2 Roof South area - lower roof Gray/white/silver bolt caulking -- N/A N/A NDASB-014 Fire Station #2 Roof North area - upper roof Gray/white/silver bolt caulking -- N/A N/A NDASB-015 Fire Station #2 Exterior South window Gray window caulking -- N/A N/A NDASB-016 Fire Station #2 ExteriorNorth wall (between slab and building)Gray caulking -- N/A N/A NDASB-017 Fire Station #2 ExteriorEast wall (between slab and building)Gray caulking -- N/A N/A NDASB-018 Fire Station #2 ExteriorSouth wall (between slab and building)Gray caulking -- N/A N/A NDASB-019 Fire Station #2 Bedroom 1 South floorWhite/black/yellow carpet glue with mastic1,050 SF N Good 2% ChrysotileASB-020 Fire Station #2 Office North floorWhite/black/yellow carpet glue with masticSee ASB-019N Good 2% ChrysotileTable 1 - Asbestos Survey Results Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 20181 of 3 Sample No. Bldg. No. Room No. Sample LocationSample DescriptionApprox. Quantity (1)Friable Y/NCondition Asbestos ContentTable 1 - Asbestos Survey ResultsASB-021 Fire Station #2 Hallway Central floorWhite/black/yellow carpet glue with masticSee ASB-019N Good 2% ChrysotileASB-022A Fire Station #2 Kitchen West floor Beige sheet flooring -- N/A N/A NDASB-022B Fire Station #2 Kitchen West floor Yellow mastic -- N/A N/A NDASB-023A Fire Station #2 Kitchen East floor Beige sheet flooring -- N/A N/A NDASB-023B Fire Station #2 Kitchen East floor Clear mastic -- N/A N/A NDASB-024 Fire Station #2 Kitchen Northeast floor Beige sheet flooring -- N/A N/A NDASB-025A Fire Station #2 Lounge North wall White drywall -- N/A N/A NDASB-025B Fire Station #2 Lounge North wall White joint compound -- N/A N/A NDASB-026A Fire Station #2 Gym South wall White drywall -- N/A N/A NDASB-026B Fire Station #2 Gym South wall White joint compound -- N/A N/A NDASB-027A Fire Station #2 Tool room West wall White drywall -- N/A N/A NDASB-027B Fire Station #2 Tool room West wall White joint compound -- N/A N/A NDASB-027C Fire Station #2 Tool room West wall Beige drywall tape -- N/A N/A NDASB-027D Fire Station #2 Tool room West wall White texture -- N/A N/A NDASB-028A Fire Station #2 Bay area Northeast wall White drywall -- N/A N/A NDASB-028B Fire Station #2 Bay area Northeast wall White joint compound -- N/A N/A NDASB-029A Fire Station #2 Bedroom 3 South wall White drywall -- N/A N/A NDASB-029B Fire Station #2 Bedroom 3 South wall White joint compound -- N/A N/A NDASB-030A Fire Station #2 Office North ceiling White drywall -- N/A N/A NDASB-030B Fire Station #2 Office North ceiling White joint compound 11,075 SF N Good 2% ChrysotileASB-031A Fire Station #2 Bay area East ceiling White drywall -- N/A N/A NDASB-031B Fire Station #2 Bay area East ceiling White joint compoundSee ASB-030BN Good 2% ChrysotileASB-032A Fire Station #2 Gym North ceiling White drywall -- N/A N/A NDASB-032B Fire Station #2 Gym North ceiling White joint compound -- N/A N/A NDASB-032C Fire Station #2 Gym North ceiling Beige drywall tape -- N/A N/A NDASB-032D Fire Station #2 Gym North ceiling White texture -- N/A N/A NDASB-033 Fire Station #2 Hallway Northwest ceiling White drywall -- N/A N/A NDASB-034A Fire Station #2 Restroom South ceiling White drywall -- N/A N/A NDASB-034B Fire Station #2 Restroom South ceiling White joint compoundSee ASB-030BN Good <1% ChrysotileASB-035 Fire Station #2 Hallway West wall Beige covebase glue -- N/A N/A NDASB-036 Fire Station #2 Bedroom 1 South wall Beige covebase glue -- N/A N/A ND Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 20182 of 3 Sample No. Bldg. No. Room No. Sample LocationSample DescriptionApprox. Quantity (1)Friable Y/NCondition Asbestos ContentTable 1 - Asbestos Survey ResultsASB-037 Fire Station #2 Office North wallBeige covebase glue-- N/A N/ANDASB-038 Fire Station #2 Gym South ceiling2'x4' white acoustic ceiling panel -- N/A N/ANDASB-039 Fire Station #2 Gym West ceiling2'x4' white acoustic ceiling panel -- N/A N/ANDASB-040 Fire Station #2 Gym East ceiling2'x4' white acoustic ceiling panel -- N/A N/ANDASB-041A Fire Station #2 Attic West area - above hallway Brown insulation-- N/A N/ANDASB-041B Fire Station #2 Attic West area - above hallway Brown tape-- N/A N/ANDNOTES:Bulk asbestos sample analysis via USEPA 600/R-93/116 method using polarized light microscopy, unless otherwise noted.HVAC = Heating, ventilation and air conditioningEA = EachLF = Linear feetSF = Square feetN/A = Not applicableND = None detected(1)= Material quantities are approximate and are not intended to be used or interpreted as actual quantities. It is the contractor's responsibility to confirm material quantities prior tobid submittals and initiating renovation and/or demolition activities at the site. Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 20183 of 3 Sample No.(s)ACM Location (1)ACM DescriptionApprox. Quantity (2)Friable Y/NCondition Asbestos ContentASB-008 Roof throughout Roof penetration mastic 50 SF N Good 4% ChrysotileASB-019, ASB-020, and ASB-021Bedrooms 1-5, Living Room, Office, Lobby, and Hallways - floors throughoutWhite/black/yellow carpet glue with mastic1,050 SF N Good 2% ChrysotileASB-030B, ASB-031B, and ASB-034BCeilings throughout White joint compound 11,075 SF N Good <1-2% ChrysotileNOTES:EA = EachLF = Linear feetSF = Square feetTable 2 - Summary of Asbestos-Containing Materials(1) = ACM locations are based upon Ninyo & Moore's visual observations during survey activities. Materials that are uniform in color, texture, construction or application date, and/or general appearance to materials found to be asbestos-containing, should be presumed to be asbestos-containing.(2) = Material quantities are approximate and are not intended to be used or interpreted as actual quantities. It is the contractor's responsibility to confirm material quantities prior to bid submittals and initiating renovation and/or demolition activities at the site.1906 Arenal Road Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 20181 of 1 Reading No.Building FloorSideRoom / Area Source / Component Substrate Condition ColorResults (Pos/Neg)Approx. Quantity (1)Lead Reading (mg/cm2)Precision (+/- mg/cm2)1------INCOM -- 1.08 0.12------INCOM -- 1.07 0.13------POS -- 1.31 0.194Fire Station #21 A Exterior Wall Stucco Intact Tan NEG -- < LOD 0.025Fire Station #21 A Exterior Wall Stucco Intact Brown NEG -- < LOD 0.116Fire Station #21 A Exterior Wall frame Metal Intact Brown NEG -- < LOD 0.167Fire Station #21 A Exterior Wall Brick Intact Brown NEG -- < LOD 0.728Fire Station #21 A Exterior Wall shingles Wood Intact Brown NEG -- < LOD 0.069Fire Station #21 A Exterior Window frame Metal Intact Black NEG -- < LOD 0.0110Fire Station #21 A Exterior Roof flashing Metal Intact Brown NEG -- < LOD 0.1311Fire Station #21 D Exterior Door Wood Intact Tan NEG -- < LOD 0.0312Fire Station #21 D Exterior Door frame Metal Intact Brown NEG -- < LOD 0.0113Fire Station #21 D Exterior Rollup door Metal Intact White NEG -- < LOD 0.0114Fire Station #21 D Exterior Wall Stucco Intact Brown NEG -- < LOD 0.1415Fire Station #21 D Exterior Wall shingles Wood Intact Brown NEG -- < LOD 0.1516Fire Station #21 B Exterior Wall shingles Wood Intact Brown NEG -- < LOD 0.0117Fire Station #21 B Exterior Window frame Metal Intact Black NEG -- < LOD 0.0118Fire Station #21 B Exterior Rollup door Metal Intact White NEG -- < LOD 0.0819Fire Station #21 B Exterior Wall shingles Wood Intact Brown NEG -- 0.02 0.0120Fire Station #21 B Exterior Flag pole Metal Intact White NEG -- < LOD 0.1321Fire Station #21 B Exterior Door Wood Intact White NEG -- 0.21 0.0922Fire Station #21 C Exterior Post Metal Intact Yellow NEG -- < LOD 0.1123Fire Station #21 D Exterior Rollup door frame Wood Intact Brown NEG -- < LOD 0.1524Fire Station #21 A Exterior Fence Metal Intact Black NEG -- < LOD 0.0225Fire Station #21 A Bedroom 1 Wall Drywall Intact White NEG -- < LOD 0.0726Fire Station #21 A Bedroom 2 Wall Drywall Intact White NEG -- < LOD 0.5927Fire Station #21 A Bedroom 3 Wall Drywall Intact White NEG -- 0.04 0.0128Fire Station #21 A Bedroom 4 Wall Drywall Intact White NEG -- 0.07 0.0229Fire Station #21 A Bedroom 5 Wall Drywall Intact White NEG -- 0.04 0.0130Fire Station #21 A Bedroom 5 Cabinet Wood Intact Blue NEG -- 0.63 0.1531Fire Station #21 A Bedroom 5 Cabinet Wood Intact Brown NEG -- 0.10 0.0232Fire Station #21 A Bedroom 4 Cabinet Wood Intact Brown NEG -- 0.16 0.0533Fire Station #21 A Bedroom 3 Cabinet Wood Intact Brown NEG -- 0.64 0.1634Fire Station #21 C Bedroom 2 Cabinet Wood Intact Brown NEG -- 0.35 0.1335Fire Station #21B Bedroom 1CabinetWood Intact BrownNEG-- 0.22 0.07Table 3 - XRF Data SheetStandard Calibration 1.04 +/- 0.06 mg/cm2Standard Calibration 1.04 +/- 0.06 mg/cm2Standard Calibration 1.04 +/- 0.06 mg/cm2 Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 20181 of 3 Reading No.Building FloorSideRoom / Area Source / Component Substrate Condition ColorResults (Pos/Neg)Approx. Quantity (1)Lead Reading (mg/cm2)Precision (+/- mg/cm2)Table 3 - XRF Data Sheet36Fire Station #21 B Office Cabinet Wood Intact White NEG -- 0.51 0.2137Fire Station #21 A Office Casework Wood Intact White NEG -- 0.26 0.0738Fire Station #21 A Office Countertop Wood Intact White POS 40 SF 2.03 0.5839Fire Station #21 A Office Ceiling Concrete Intact White NEG -- 0.07 0.0240Fire Station #21 A Lounge Ceiling Concrete Intact White NEG -- 0.60 0.141Fire Station #21 A Kitchen Ceiling Concrete Intact White NEG -- 0.56 0.1942Fire Station #21 A Hallway Ceiling Concrete Intact White NEG -- 0.04 0.0143Fire Station #21 A Bedroom 3 Ceiling Drywall Intact White POS 500 SF 2.58 0.144Fire Station #21 A Bedroom 3 Door Wood Intact White POS 5 EA 4.46 0.145Fire Station #21 A Bedroom 3 Door frame Metal Intact Brown NEG -- < LOD 0.1946Fire Station #21 B Restroom Wall tile Ceramic Intact White NEG -- 0.34 0.147Fire Station #21 A Restroom Floor tile Ceramic Intact Pink POS 150 SF 4.39 0.148Fire Station #21 B Restroom Stall door Wood Intact Pink POS 2 EA 4.91 1.6349Fire Station #21 C Restroom Wall Drywall Intact White NEG -- 0.55 0.1350Fire Station #21 C Restroom Wall Brick Intact White POS 125 SF 8.96 2.6451Fire Station #21 C Restroom Countertop Ceramic Intact White POS 25 SF 12.70 3.952Fire Station #21 C Restroom Cabinet Wood Intact Pink POS 35 SF 13.71 1.1153Fire Station #21 C Bay area Wall Brick Intact White POS 1,800 SF 43.27 19.6954 Fire Station #2 1 C Bay area Wall Brick Intact Grey POSSee Reading 5385.72 3.1555Fire Station #21 B Bay area Wall Drywall Intact Grey NEG -- < LOD 0.0156Fire Station #21 B Bay area Wall Drywall Intact White NEG -- < LOD 0.0157Fire Station #21 B Bay area Ceiling Drywall Intact White NEG -- < LOD 0.0858Fire Station #21 B Bay area Ceiling beam Wood Intact Brown NEG -- < LOD 0.0559Fire Station #21 B Tool room Cabinet Wood Intact Beige NEG -- < LOD 0.0560Fire Station #21 D Tool room Cabinet Wood Intact Beige NEG -- < LOD 0.0161Fire Station #21 A Tool room Cabinet Wood Intact Beige NEG -- < LOD 0.0762Fire Station #21 B Gym Cabinet Wood Intact Beige NEG -- < LOD 0.0163Fire Station #21 B Gym Wall Drywall Intact Red NEG -- < LOD 0.0764Fire Station #21 B Gym Wall Drywall Intact White NEG -- < LOD 0.0165Fire Station #21 A Restroom Toilet Porcelain Intact White NEG -- < LOD 0.09 Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 20182 of 3 Reading No.Building FloorSideRoom / Area Source / Component Substrate Condition ColorResults (Pos/Neg)Approx. Quantity (1)Lead Reading (mg/cm2)Precision (+/- mg/cm2)Table 3 - XRF Data Sheet66Fire Station #21 D Restroom Sink Porcelain Intact White NEG -- < LOD 0.867Fire Station #21 D Restroom Urinal Porcelain Intact White NEG -- < LOD 0.0868 -- -- --POS -- 0.90 0.1269 -- -- --POS -- 1.01 0.170 -- -- --POS -- 0.98 0.1NOTES:XRF assays were collected using a portable NITON XLp 300A XRF spectrum analyzer.RR = RestroomPOS = POSNEG = NEGINCOM = IncompleteEA = EachLF = Linear feetmg/cm2 = milligrams per square centimeterStandard Calibration 1.04 +/- 0.06 mg/cm2Standard Calibration 1.04 +/- 0.06 mg/cm2Standard Calibration 1.04 +/- 0.06 mg/cm2(1) = Surface quantities are approximate and are not intended to be used or interpreted as actual quantities. It is the contractor's responsibility to confirm material quantities prior to bid submittals and initiating renovation and/or demolition activities at the site. Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 20183 of 3 Reading No.(s)Room / Area (2)Source / Component Substrate Condition Color(s)Lead Reading(s) (mg/cm2)Approximate Quantity (3)38OfficeDeskWood Intact White 2.03 40 SF43Bedrooms 1-5 - ceiling throughoutCeilingDrywall Intact White 2.58 500 SF44Bedrooms 1-5 - doorways throughoutDoorWood Intact White 4.46 5 EA47Restroom - floor throughoutFloor tileCeramic Intact Pink 4.39 150 SF48Restroom stallsStall doorWood Intact Pink 4.91 2 EA50Restroom - east wallWallBrick Intact White 8.96 125 SF51Restroom - north wallCountertop Ceramic Intact White 12.70 25 SF52Restroom - north wallCabinetWood Intact Pink 13.71 35 SF53 and 54 Bay area - west wallWallBrick IntactWhite/ Grey43.27-85.72 1,800 SFNOTES:EA = EachSF = Square feetmg/cm2 = milligrams per square centimeterTable 4 - Summary of Lead-Containing Surfaces (1)(1) = Note that the LCS in this table are materials that meet or exceed the criteria of CDPH. LCS in this table does not necessarily identify all materials that could contain lead at concentrations less than 1.0 mg/cm2 or 5,000 milligrams per kilogram (mg/kg), which could trigger the Cal-OSHA lead in construction standard.(2) = LCS locations are based upon Ninyo & Moore's visual observations during survey activities. (3) = Surface quantities are approximate and are not intended to be used or interpreted as actual quantities. It is the contractor's responsibility to confirm material quantities prior to bid submittals and initiating renovation and/or demolition activities at the site.FIRE STATION #2 Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 20181 of 1 Material LocationFluorescent Light TubesFluorescent Light BallastsNon-Incandescent LightsSmoke DetectorsMercury Thermostats and SwitchesA/C UnitsTritium-Powered Exit SignsFreon Refrig. SystemsWet TransformersCooling Towers Lead Acid BatteriesHalon Fire Suppression SystemsOtherExterior-- -- 14 -- -- -- -- -- -- -- -- ----Bedroom 14 2 -- -- -- -- 1 -- -- -- -- ----Bedroom 2-- -- 1 -- -- -- -- -- -- -- -- ----Bedroom 3-- -- 1 -- -- -- -- -- -- -- -- ----Bedroom 4-- -- 1 -- -- -- -- -- -- -- -- ----Bedroom 5-- -- 1 -- -- -- -- -- -- -- -- ----Kitchen12 6 -- -- -- -- -- -- -- -- -- ----Lounge-- -- 8 -- -- -- -- -- -- -- -- ----Office4 2 -- -- -- -- -- -- -- -- -- ----Restroom8 4 10 -- -- -- -- -- -- -- -- ----Bay area26 13 -- -- -- -- -- -- -- -- -- ----Tool room12 6 -- -- -- -- -- -- -- -- -- ----Gym6 4 -- -- -- -- -- -- -- -- -- ----Hallway2173----4---------- --NOTES:A/C = Air ConditioningMaterial quantities are approximate and are not intended to be used or interpreted as actual quantities. It is the contractor's responsibility to confirm material quantities prior to bid submittals and initiating renovation and/or demolition activities at subject site. Table 5 - Summary of Other Potential Hazardous Building MaterialsFIRE STATION #2 Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 20181 of 1 Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 APPENDIX A Suspect Asbestos-Containing Materials Sampling Protocol ACM Sampling attachment v2.0.doc SUSPECT ASBESTOS-CONTAINING MATERIALS SAMPLING PROTOCOL Personal Protection Equipment Inhalation of asbestos fibers during asbestos survey poses a serious health and safety hazard, the use of personal protection equipment (PPE) by building inspectors is recommended dur-ing sampling activities. Our building inspectors generally wear a respirator (either a full- or half-face mask) equipped with high-efficiency disposable filter cartridges. If utilized, full-face masks will also prevent eye irritation from dust, fibers, and debris released during sam- pling activities. When necessary, disposable clothing is worn during sampling activities. Our building inspectors utilize plastic bags to handle the disposal of drop cloths, protective clothing, wet cloths, and debris. Sampling Equipment Our building inspectors will need various tools and materials to accomplish their sampling tasks, including those listed below: •a ladder to access areas and a flash light to aid visibility, •airtight, sampling containers (e.g., resealable plastic bags), •a plastic spray bottle, filled with amended water, to wet the material to be sampled, •plastic drop cloths to spread beneath the area to be sampled, •a utility knife, linoleum cutter, or other tool appropriate for collecting samples, •a caulking gun and compound for filling holes once a sample has been extracted, •spray acrylic or adhesive to encapsulate the small areas from which samples were col-lected, •duct tape for repairing thermal system insulation jackets, •cloths and cleaner for decontaminating tools, •a vacuum cleaner equipped with high efficiency particulate air (HEPA) filters, whennecessary, •indelible ink pen for labeling sample containers, and •camera for photographic documentation, and •Chain-of-Custody documentation forms. Sampling Procedures ACMs are divided into three categories: Surfacing materials, Thermal System Insulation (TSI), and Miscellaneous materials. The procedures for sampling these three types of mate-rials are as follows: APPENDIX A ACM Sampling attachment v2.0.doc Surfacing Materials 1. Select a location where the material has been previously damaged or a low profile area. 2. Spread a plastic drop cloth on the floor and set up other equipment, (e.g., ladder). 3. Put on protective equipment (respirator at all times when sampling friable material and protective clothing, when needed). 4. Moisten area where sample is to be collected (spray the area with amended water). 5. Collect sample using a clean knife or other tool appropriate to cut out or scrape off a small piece of the material. Care is taken to ensure that all layers of material are col- lected, without disturbing any adjacent material. 6. Place the sample in the labeled container and tightly seal it. 7. Wipe the exterior of the container with a wet wipe to remove any residue which may have adhered to the container it during sampling. 8. Clean tools with wet wipes and vacuum area with a HEPA vacuum to clean all debris. 9. Fill hole with caulking compound or appropriate filler (to minimize subsequent fiber re-lease and for appearance). 10. Label container with its sample identification number and fill out location and type of material being sampled on a Chain-of-Custody documentation form. 11. Mark the location and sample identification number on the sample location map. 12. Repeat the above steps at each sample location. Place sample containers in plastic bags. 13. Discard protective clothing, rags, and drop cloth in a plastic bag. Thermal System Insulation Sampling TSI follows the same procedural sequence as laid out above. Obtain samples from exposed or damaged areas, if possible. However, random sampling will require sampling of some intact material. Sampling holes can be patched with plastic spackling, caulk, or fibrous glass. Miscellaneous Materials Sampling miscellaneous materials follows the same procedural sequence as laid out above, making sure that a cross section of the materials have been obtained. Forwarding Samples to Laboratory The samples are transferred, using standard chain-of-custody procedures, to a laboratory ac-credited in the National Voluntary Laboratory Accreditation Program (NVLAP), for bulk asbestos fiber analysis. The samples are analyzed using polarized light microscopy with dis-persion staining (PLM/ds) for the presence and quantification of asbestos fibers, in general accordance with either United States Environmental Protection Agency (USEPA) Method 600/M4-82-020 or USEPA Method 600/R-93/116. The lower limit of reliable detection for asbestos using the PLM/ds method is approximately 1% by volume. California regulations require certain worker protection standards and have certain contractor requirements for dis-turbing those materials having an asbestos content of greater than one tenth of 1% (0.1%). Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 APPENDIX B Laboratory Analytical Report and Chain-Of-Custody Records EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A San Diego, CA 92111 Tel/Fax: (858) 499-1303 / (858) 499-1304 http://www.EMSL.com / sandiegolab@emsl.com 431801794EMSL Order: Customer ID:32NIN63 Customer PO: Project ID: Attention:Phone:Brian Ford (858) 761-7067 Fax:Ninyo & Moore (858) 576-9600 Received Date:5710 Ruffin Road 04/02/2018 12:45 PM Analysis Date:San Diego, CA 92123 04/07/2018 Collected Date: Project:CARLSBAD FIRESTATION #2/108551001 Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous Non-Asbestos Asbestos % Type ASB-001-Felt 431801794-0001 None DetectedNon-fibrous (Other)80%Glass20%Black Fibrous Homogeneous SW AREA UPPER ROOF/ROOF ASSEMBLY ASB-001-Insulation 431801794-0001A None DetectedNon-fibrous (Other)20%Cellulose80%Tan Fibrous Homogeneous SW AREA UPPER ROOF/ROOF ASSEMBLY ASB-002-Felt 431801794-0002 None DetectedNon-fibrous (Other)80%Glass20%Black Fibrous Homogeneous SE AREA UPPER ROOF/ROOF ASSEMBLY ASB-002-Insulation 431801794-0002A None DetectedNon-fibrous (Other)20%Cellulose80%Tan Fibrous Homogeneous SE AREA UPPER ROOF/ROOF ASSEMBLY ASB-003-Felt 431801794-0003 None DetectedNon-fibrous (Other)77%Cellulose Glass 3% 20% Black Fibrous Homogeneous NW AREA UPPER ROOF/ROOF ASSEMBLY ASB-003-Insulation 431801794-0003A None DetectedNon-fibrous (Other)20%Cellulose80%Tan Fibrous Homogeneous NW AREA UPPER ROOF/ROOF ASSEMBLY ASB-004-Felt 431801794-0004 None DetectedNon-fibrous (Other)80%Glass20%Black Fibrous Homogeneous NW AREA LOWER ROOF/ROOF ASSEMBLY ASB-004-Insulation 431801794-0004A None DetectedNon-fibrous (Other)20%Cellulose80%Tan Fibrous Homogeneous NW AREA LOWER ROOF/ROOF ASSEMBLY ASB-005-Felt 431801794-0005 None DetectedNon-fibrous (Other)77%Cellulose Glass 3% 20% Black Fibrous Homogeneous S AREA ROOF ASSEMBLY ASB-005-Insulation 431801794-0005A None DetectedNon-fibrous (Other)20%Cellulose80%Tan Fibrous Homogeneous S AREA ROOF ASSEMBLY ASB-006-Felt 431801794-0006 None DetectedNon-fibrous (Other)78%Cellulose Glass 7% 15% Black Fibrous Homogeneous E AREA ROOF ASSEMBLY ASB-006-Insulation 431801794-0006A None DetectedNon-fibrous (Other)20%Cellulose80%Tan Fibrous Homogeneous E AREA ROOF ASSEMBLY ASB-007-Silver Paint 431801794-0007 None DetectedNon-fibrous (Other)100%Silver Non-Fibrous Homogeneous W AREA UPPER ROOF ROOF PEN MASTIC ASB-007-Mastic 431801794-0007A None DetectedNon-fibrous (Other)97%Cellulose3%Black Fibrous Homogeneous W AREA UPPER ROOF ROOF PEN MASTIC ASB-008 431801794-0008 4% ChrysotileNon-fibrous (Other)96%Black Fibrous Homogeneous NW AREA UPPER ROOF ROOF PEN MASTIC ASB-009 431801794-0009 None DetectedNon-fibrous (Other)95%Cellulose5%White/Black/Silver Fibrous Homogeneous NW AREA UPPER ROOF ROOF PEN MASTIC Initial report from: 04/07/2018 19:57:39 Page 1 of 4ASB_PLM_0008_0001 - 1.78 Printed: 4/7/2018 4:57 PM EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A San Diego, CA 92111 Tel/Fax: (858) 499-1303 / (858) 499-1304 http://www.EMSL.com / sandiegolab@emsl.com 431801794EMSL Order: Customer ID:32NIN63 Customer PO: Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous Non-Asbestos Asbestos % Type ASB-010 431801794-0010 None DetectedNon-fibrous (Other)97%Cellulose3%Black Fibrous Homogeneous CENTRAL AREA LOWER ROOF ROOF PEN MASTIC ASB-011 431801794-0011 None DetectedNon-fibrous (Other)90%Cellulose10%Black Fibrous Homogeneous CENTRAL AREA LOWER ROOF ROOF PEN MASTIC ASB-012 431801794-0012 None DetectedNon-fibrous (Other)100%Gray/White Non-Fibrous Homogeneous W AREA UPPER ROOF COLT CAULKING ASB-013 431801794-0013 None DetectedNon-fibrous (Other)100%Gray/White/Silver Non-Fibrous Homogeneous S AREA LOWER ROOF COLT CAULKING ASB-014 431801794-0014 None DetectedNon-fibrous (Other)100%Gray/White/Silver Non-Fibrous Homogeneous N AREA UPPER ROOF COLT CAULKING ASB-015 431801794-0015 None DetectedNon-fibrous (Other)100%Gray Non-Fibrous Homogeneous S AREA WINDOW CAULKING ASB-016 431801794-0016 None DetectedNon-fibrous (Other)100%Gray Non-Fibrous Homogeneous N BETWEEN CONCRETE SLAB & BLDG CAULKING ASB-017 431801794-0017 None DetectedNon-fibrous (Other)100%Gray Non-Fibrous Homogeneous E BETWEEN CONCRETE SLAB & BLDG CAULKING ASB-018 431801794-0018 None DetectedNon-fibrous (Other)100%Gray Non-Fibrous Homogeneous S BETWEEN CONCRETE SLAB & BLDG CAULKING ASB-019 431801794-0019 2% ChrysotileNon-fibrous (Other)98%White/Black/Yellow Non-Fibrous Heterogeneous BEDROOM 1 S AREA CARPET GLUE W/MASTIC ASB-020 431801794-0020 2% ChrysotileNon-fibrous (Other)98%White/Black/Yellow Non-Fibrous Heterogeneous OFFICE N AREA CARPET GLUE W/MASTIC ASB-021 431801794-0021 2% ChrysotileNon-fibrous (Other)98%White/Black/Yellow Non-Fibrous Heterogeneous HALLWAY CENTRAL AREA CARPET GLUE W/MASTIC ASB-022-Sheet Flooring 431801794-0022 None DetectedNon-fibrous (Other)85%Cellulose15%Beige Fibrous Homogeneous KITCHEN W AREA SHEET FLOORING ASB-022-Mastic 431801794-0022A None DetectedNon-fibrous (Other)100%Yellow Non-Fibrous Homogeneous KITCHEN W AREA SHEET FLOORING ASB-023-Sheet Flooring 431801794-0023 None DetectedNon-fibrous (Other)85%Cellulose15%Beige Fibrous Homogeneous KITCHEN E AREA SHEET FLOORING ASB-023-Mastic 431801794-0023A None DetectedNon-fibrous (Other)100%Clear Non-Fibrous Homogeneous KITCHEN E AREA SHEET FLOORING ASB-024 431801794-0024 None DetectedNon-fibrous (Other)85%Cellulose15%Beige Fibrous Homogeneous KITCHEN NE AREA SHEET FLOORING ASB-025-Drywall 431801794-0025 None DetectedNon-fibrous (Other)100%Cellulose Glass <1% <1% White Fibrous Heterogeneous LOUNGE N AREA DW WALL W/JC & TAPE Initial report from: 04/07/2018 19:57:39 Page 2 of 4ASB_PLM_0008_0001 - 1.78 Printed: 4/7/2018 4:57 PM EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A San Diego, CA 92111 Tel/Fax: (858) 499-1303 / (858) 499-1304 http://www.EMSL.com / sandiegolab@emsl.com 431801794EMSL Order: Customer ID:32NIN63 Customer PO: Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous Non-Asbestos Asbestos % Type ASB-025-Joint Compound 431801794-0025A None DetectedNon-fibrous (Other)100%White Non-Fibrous Homogeneous LOUNGE N AREA DW WALL W/JC & TAPE ASB-026-Drywall 431801794-0026 None DetectedNon-fibrous (Other)100%Cellulose<1%White Fibrous Homogeneous GYM S AREA DW WALL W/JC & TAPE ASB-026-Joint Compound 431801794-0026A None DetectedNon-fibrous (Other)100%White Non-Fibrous Homogeneous GYM S AREA DW WALL W/JC & TAPE ASB-027-Drywall 431801794-0027 None DetectedNon-fibrous (Other)100%Glass<1%White Fibrous Homogeneous TOOL RM W AREA DW WALL W/JC & TAPE ASB-027-Joint Compound 431801794-0027A None DetectedNon-fibrous (Other)100%White Non-Fibrous Homogeneous TOOL RM W AREA DW WALL W/JC & TAPE ASB-027-Tape 431801794-0027B None DetectedNon-fibrous (Other)10%Cellulose90%Beige Fibrous Homogeneous TOOL RM W AREA DW WALL W/JC & TAPE ASB-027-Texture 431801794-0027C None DetectedNon-fibrous (Other)100%White Non-Fibrous Homogeneous TOOL RM W AREA DW WALL W/JC & TAPE ASB-028-Drywall 431801794-0028 None DetectedNon-fibrous (Other)100%White Non-Fibrous Homogeneous BAY AREA NE AREA DW WALL W/JC & TAPE ASB-028-Joint Compound 431801794-0028A None DetectedNon-fibrous (Other)100%White Non-Fibrous Homogeneous BAY AREA NE AREA DW WALL W/JC & TAPE ASB-029-Drywall 431801794-0029 None DetectedNon-fibrous (Other)100%Cellulose Glass <1% <1% White Fibrous Homogeneous BEDROOM 3 S AREA DW WALL W/JC & TAPE ASB-029-Joint Compound 431801794-0029A None DetectedNon-fibrous (Other)100%White Non-Fibrous Homogeneous BEDROOM 3 S AREA DW WALL W/JC & TAPE ASB-030-Drywall 431801794-0030 None DetectedNon-fibrous (Other)100%Cellulose<1%White Fibrous Homogeneous OFFICE N AREA DW CEILING W/JC & TAPE ASB-030-Joint Compound 431801794-0030A 2% ChrysotileNon-fibrous (Other)98%White Non-Fibrous Homogeneous OFFICE N AREA DW CEILING W/JC & TAPE ASB-031-Drywall 431801794-0031 None DetectedNon-fibrous (Other)100%Glass<1%White Fibrous Homogeneous BAY AREA E AREA DW CEILING W/JC & TAPE ASB-031-Joint Compound 431801794-0031A 2% ChrysotileNon-fibrous (Other)98%White Non-Fibrous Homogeneous BAY AREA E AREA DW CEILING W/JC & TAPE ASB-032-Drywall 431801794-0032 None DetectedNon-fibrous (Other)100%Glass<1%White Fibrous Homogeneous GYM N AREA DW CEILING W/JC & TAPE ASB-032-Joint Compound 431801794-0032A None DetectedNon-fibrous (Other)100%White Non-Fibrous Homogeneous GYM N AREA DW CEILING W/JC & TAPE Initial report from: 04/07/2018 19:57:39 Page 3 of 4ASB_PLM_0008_0001 - 1.78 Printed: 4/7/2018 4:57 PM EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A San Diego, CA 92111 Tel/Fax: (858) 499-1303 / (858) 499-1304 http://www.EMSL.com / sandiegolab@emsl.com 431801794EMSL Order: Customer ID:32NIN63 Customer PO: Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non-Fibrous Non-Asbestos Asbestos % Type ASB-032-Tape 431801794-0032B None DetectedNon-fibrous (Other)10%Cellulose90%Beige Fibrous Homogeneous GYM N AREA DW CEILING W/JC & TAPE ASB-032-Texture 431801794-0032C None DetectedNon-fibrous (Other)100%White Non-Fibrous Homogeneous GYM N AREA DW CEILING W/JC & TAPE ASB-033 431801794-0033 None DetectedNon-fibrous (Other)100%Glass<1%White Fibrous Homogeneous HALLWAY NW AREA DW CEILING W/JC & TAPE No joint compound present in sample. ASB-034-Drywall 431801794-0034 None DetectedNon-fibrous (Other)100%Glass<1%White Fibrous Homogeneous RR S AREA DW CEILING W/JC & TAPE ASB-034-Joint Compound 431801794-0034A <1% ChrysotileNon-fibrous (Other)100%White Non-Fibrous Homogeneous RR S AREA DW CEILING W/JC & TAPE ASB-035 431801794-0035 None DetectedNon-fibrous (Other)100%Beige Non-Fibrous Homogeneous HALLWAY W AREA COVEBASE GLUE ASB-036 431801794-0036 None DetectedNon-fibrous (Other)100%Beige Non-Fibrous Homogeneous BEDROOM 1 S AREA COVEBASE GLUE ASB-037 431801794-0037 None DetectedNon-fibrous (Other)100%Beige Non-Fibrous Homogeneous OFFICE N AREA COVEBASE GLUE ASB-038 431801794-0038 None DetectedNon-fibrous (Other)60%Cellulose40%White Fibrous Homogeneous GYM S AREA 2X4 ACP ASB-039 431801794-0039 None DetectedNon-fibrous (Other)40%Cellulose60%White Fibrous Homogeneous GYM W AREA 2X4 ACP ASB-040 431801794-0040 None DetectedNon-fibrous (Other)40%Cellulose60%White Fibrous Homogeneous GYM E AREA 2X4 ACP ASB-041-Insulation 431801794-0041 None DetectedNon-fibrous (Other)20%Min. Wool80%Brown Fibrous Homogeneous ATTIC W AREA HALLWAY INSULATION ASB-041-Tape 431801794-0041A None DetectedNon-fibrous (Other)92%Cellulose Min. Wool 3% 5% Brown Fibrous Homogeneous ATTIC W AREA HALLWAY INSULATION Analyst(s) Ericka Lomibao (64)Mariah Curran, Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. San Diego, CA NVLAP Lab Code 200855-0, CA ELAP 2713 Initial report from: 04/07/2018 19:57:39 Page 4 of 4ASB_PLM_0008_0001 - 1.78 Printed: 4/7/2018 4:57 PM OrderID: 431801794 Page 1 Of 3 OrderID: 431801794 Page 2 Of 3 OrderID: 431801794 Page 3 Of 3 Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 APPENDIX C XRF Testing Methodology XRF Testing attachment v2.0.doc XRF TESTING METHODOLOGY To assess the painted surfaces for future contractor worker safety, x-ray fluorescence (XRF) testing technologies were utilized. The testing was conducted in general accordance with the following regulation: Title 17, California Code of Regulations, Division 1, Chapter 8, Ac- creditation Certification, and Work Practice in Lead Related Construction, Section 36000. After a visual assessment, accessible painted surfaces were screened for lead content with a NITON XLp 300A XRF spectrum analyzer. XRF readings were taken using the standard paint mode. Standard paint mode measurements have no predetermined testing length, and automatically adjust to account for various types of substrates and material’s densities. In the standard paint mode, the NITON 300A XLp XRF collects an XRF assay until either a K-shell or L-shell result is indicated as either positive or negative, compared to the threshold level based on the current precision of the test. Correction for paint matrix and substrate ef- fects is performed automatically by the XRF analyzer. XRF readings were made on testing combinations in all room equivalents in an effort to test typical materials that are representative of the room equivalent. Testing combinations were tested non-destructively by holding the shutter of the XRF against the surface being tested. At each XRF assay location, the trigger is depressed to open the shutter, and one reading was made using the standard paint testing mode. Results of each assay were recorded in the memory of the XRF spectrum analyzer and downloaded via the software provided by the manufacturer. In addition, the results of each assay were read and recorded on the XRF Data Sheet field data sheet. The XRF testing orientation is depicted on the attached sample location maps. The “A” di- rection was initially assigned to the direction of the street, and the subsequent directions (“B”, “C”, and “D”) were assigned clockwise from the “A” direction. Should the subject site be located on the corner of two streets, the “A” direction is assigned to the direction of the street address of the subject site. To ensure that the XRF equipment was working properly, various quality control tests were performed before, during, and after the on-site work. At the beginning of the work day, three start up validation measurements were made in the K and L calibration mode, using the cali-bration check standard associated with the particular XRF that was used. This painted standard contains a known quantity of lead and allows the XRF operator to determine whether the instrument is functioning within acceptable tolerance ranges for accuracy and precision, as determined by the manufacturer. Calibration checks were generally collected on the red 1.06 mg/cm2 and/or yellow 1.57 mg/cm2 Standard Reference Material (SRM) paint film, developed by the National Institute of Standards and Technology (NIST). In addition to the three starts up tests, calibration readings are collected between each build-ing, after four hours, and at the completion of XRF testing. Results of each calibration reading were recorded within the memory of the XRF spectrum analyzer and on the XRF Data Sheet. The quality control tests taken during testing at the subject site were within the acceptable performance range prescribed by the XRF equipment manufacturer. Documenta-tion of the quality control calibration check is included in the XRF Data Sheet, Table 3. Ninyo & Moore | 1906 Arenal Road, Carlsbad, California | 108551001 | April 27, 2018 APPENDIX D CDPH Form 8552 - Lead Hazard Evaluation Report Ninyo & Moore | Fire Station No. 2, 1906 Arenal Road, Carlsbad, California | 108438001 | October 13, 2017 5710 Ruffin Road | San Diego, California 92123 | p. 858.576.1000 SAN DIEGO | IRVINE | LOS ANGELES | FONTANA | OAKLAND | SAN FRANCISCO | SACRAMENTO SAN JOSE | PHOENIX | TUCSON | PRESCOTT | LAS VEGAS | DENVER | BROOMFIELD | HOUSTON www.ninyoandmoore.com Project Name: Fire Station No. 2 November 2019 -2-90- Initial Study Appendix F: Noise Study for Demolition and Construction of Fire Station No. 2 Memorandum Date: January 30, 2019 To: Brianna Pilkinton From: Ian Brewe Subject: City of Carlsbad Noise Study for Demolition and Construction of Fire Station Number 2 Burns & McDonnell Engineering Company, Inc. (Burns & McDonnell) has conducted a demolition and construction noise study for the Fire Station Number (No.) 2 Project (Project) located on El Camino Real and Arenal Road in the City of Carlsbad, California. The Project site is currently developed with an existing fire station, which will be demolished and reconstructed to meet the needs of the Carlsbad Fire Department. An aerial image of the project site is provided in Appendix A. Construction is estimated to be approximately 12-18 months in duration with the Fire Station No. 2 operational by 2021. The purpose of this study is to identify the applicable standards and to establish and estimate construction noise for the Project. EXISTING ENVIRONMENT The Project site is located on El Camino Real within a 70 A-weighted decibel (dBA) Community Noise Equivalent Level (CNEL) existing noise contour, according to the Noise Element to City of Carlsbad General Plan1 (General Plan) as provided in Appendix B. The Project site is located outside of the 60 dBA CNEL noise contours of the McClellan-Palomar Airport. Existing ambient noise of the Project site is expected to be dominated by traffic noise from El Camino Real. The value of 70 dBA CNEL will be used to represent the ambient noise levels attributed to El Camino Real in the Project area. APPLICABLE REGULATIONS The State of California allows each local jurisdiction to determine acceptable interior and exterior noise levels by land use. The Project will generate construction noise within the city limits of Carlsbad. The City of Carlsbad Municipal Code2 (Municipal Code) does not have a quantitative noise restriction for construction noise; however, it does have limitations on construction hours: 8.48.010 Construction hours limitations. It shall be unlawful to operate equipment or perform any construction in the erection, demolition, alteration, or repair of any building or structure or the grading or excavation of land during the following hours, except as hereinafter provided: A. After 6:00 p.m. on any day, and before 7:00 a.m., Monday through Friday, and before 8:00 a.m. on Saturday; 1 http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=24093 2 http://www.qcode.us/codes/carlsbad/ January 30, 2019 Page 2 Memorandum (cont’d) B. All day on Sunday; and C. On any federal holiday. According to the City of Carlsbad Noise Guidelines Manual3, the following conditions may be applied to minimize noise impacts of the Project: C.1 Prior to project approval, the project proponent may be required to produce evidence acceptable to the City that: a) All construction vehicles, or equipment, fixed or mobile, operated within 1,000 feet of a dwelling or noise sensitive use shall be equipped with properly operating and maintained mufflers. b) Stockpiling and/or vehicle staging areas shall be located as far as practicable from dwellings and other noise sensitive receptors. CONSTRUCTION SOUND LEVELS Burns & McDonnell estimated the noise levels during each phase of construction for the Project. Sound levels for each piece of construction equipment were used to calculate the average hourly A-weighted sound level and the CNEL. Sound levels for each construction phase were estimated at the nearest receiver, located an average of 50 feet northeast from the center of the Project site. Sound levels for each piece of equipment were referenced from the City of Carlsbad Noise Guidelines Manual and daily usage factors were referenced from Caltrans Technical Noise Supplement to the Traffic Noise Protocol (September 2013)4. Table 1 provides hourly sound pressure levels, CNEL for daytime operation, and sound level increase over the existing ambient noise for each construction phase assuming all equipment is in use for the defined amount of time in each hour of the workday. CNEL levels are calculated for the maximum allowable construction of 11 hours of daytime activity from 7:00 a.m. to 6:00 p.m. Appendix C provides assumptions and calculations for each construction equipment sound pressure level. 3 http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=24094 4 http://www.dot.ca.gov/env/noise/docs/tens-sep2013.pdf Memorandum (cont’d) Table 1: Estimated Noise Levels by Construction Phases Phase Equipment Distance to Nearest Receiver (feet) Hourly Average Sound Pressure Level (dBA) Sound Pressure Level for Daytime Operation (dBA CNEL)a Assumed Ambient (dBA CNEL)b Logarithmic Sum of Operational and Assumed Ambient (dBA CNEL)c Increase to Ambient (dBA CNEL) Demolition/ Earthwork Compactor (1), Excavator (1), Grader (1), Haul Truck (1), Loader (1), Water Truck (1) 50 92.6 89.2 70.0 89.3 19.3 Underground Utilities Excavator (1), Haul Truck (1), Loader (1), Water Truck (1) 50 91.1 87.7 70.0 87.8 17.8 Foundations Concrete mixer truck (1), Excavator (1) 50 88.0 84.6 70.0 84.8 14.8 Framing Contractor Crane (1), Forklift (1), Scissor Lifts (1) 50 80.1 76.7 70.0 77.5 7.5 Electrical Crane (1), Forklift (1) 50 80.0 76.7 70.0 77.5 7.5 Plumbing Forklift (1) 50 51.0 47.6 70.0 70.0 0.0 HVAC Crane (1), Forklift (1) 50 80.0 76.7 70.0 77.5 7.5 Roofing Crane (1), Forklift (1), Scissor Lifts (1) 50 80.1 76.7 70.0 77.5 7.5 Interior Finishing Forklift (1) 50 51.0 47.6 70.0 70.0 0.0 Paving Haul Truck (1), Paver (1) 50 88.5 85.2 70.0 85.3 15.3 Exterior Concrete Concrete mixer truck (1), Paver (1) 50 87.2 83.8 70.0 84.0 14.0 Landscaping Excavator (1), Loader (1), Water Truck (1) 50 89.9 86.5 70.0 86.6 16.6 (a) Daytime operation from 7:00 a.m. to 6:00 p.m. (b) Ambient CNEL attributed to El Camino Real (c) Logarithmic addition as defined in the City of Carlsbad Noise Guidelines Manual5 5 http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=24094 January 30, 2019 Page 4 Memorandum (cont’d) CONCLUSION The Municipal Code restricts hours of operation for construction but does not state a numerical noise restriction. Impacts to nearby residential receivers will range from an hourly average of 51.0 dBA during interior finishing and plumbing to 92.6 dBA during demolition. All noise calculations assume all equipment is in use for the defined amount of time during allowable daytime hours of 7:00 a.m. to 6:00 p.m. The Project will be in compliance with the Municipal Code and General Plan if: Project activities are performed during hours of allowable construction noise; the contractor operates equipment with appropriate mufflers; and equipment is located as far from residential receivers as practical. Attachments: Appendix A - Project Site Appendix B - Existing Noise Contours Appendix C - Sound Calculation Data APPENDIX A - PROJECT SITE COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC. Source: Burns & McDonnell Engineering Company, Inc. Issued: 3/19/2018 Path: \\bmcd\dfs\Clients\ENS\CityCarlsbad\104503_FireStation2\Studies\Permitting\Modeling\Report\Appendix A - Project Site.mxd rjgurreri 3/19/2018 Service Layer Credits: Esri, HERE, DeLorme, MapmyIndia, © OpenStreetMap contributorsEsri, HERE, DeLorme, MapmyIndia, © OpenStreetMap contributors, and the GIS user community Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community NORTH 50 0 5025 Scale in Feet Appendix AFire Station No. 2Carlsbad, CA Fire Station No. 2 Project Site APPENDIX B - EXISTING NOISE CONTOURS 5-9 OCEANSIDE SAN MARCOS ENCINITAS 78 City of Oceanside ME LRO SE D R A L G A R D RANCHO SANTAFERDL A C O S TA AVE EL CAMI NORE A L LA COSTA AVE SANDI EGONORTHERNRRCARLSBADBLVDPO IN SET T I A LNPALOMA R A I R P O RT RD CAM IN O V IDA R O BLE AVIARA P K WYP O IN S E T T I A LN PA LOMAR AIRPORT RD F ARA D A Y AVE EL CAMINO REALCANNONRDTAMARACKAVEELCAMINOREAL T A MARACKAVECOL L E GEBLVDM A RRON R D C A RLSB A D V ILLAGED R CANNON RDCARLSBADBLV D78 CA MI NOJUNI P ERO City of Oceanside City of Vista City of San Marcos City of Encinitas Batiqu i t os Lago o nMCCLELLAN -PALOMAR AIRPORT Agua Hedionda Lagoon Buena VistaLagoon CalaveraLake MaerkleReservoir P a c i f i c O c e a n 60-65 65-70 70-75 75+75+ 75+ 60-65 Highways Major Street Planned Street Railroad City Limits 0 1 20.5 Miles Source: DUDEK, 2013; City of Carlsbad, 2013; SANDAG, 2013; McClellan-Palomar Airport Land Use Compatibility Plan, 2010; Dyett & Bhatia, 2013. Existing Noise Contours 70 + CNEL 65 - 70 CNEL 60 - 65 CNEL Figure 5-2 Existing Noise Contour Map GENERAL PLAN 500 ACRES 100 ACRES Airport Noise Contour Lines Figure 5-2: Existing Noise Contours APPENDIX C - SOUND CALCULATION DATA Appendix C Sound Calculation Data Equipment Quantity Reference Sound Level at 50 ft Distance (ft)Usage %Hourly Average Sound Level (dBA) Demolition/ Earthwork Compactor 1 80 50 20 73.0 Excavator 1 91 50 40 87.0 Grader 1 91 50 40 87.0 Haul Truck 1 89 50 40 85.0 Loader 1 86 50 40 82.0 Water Truck 1 89 50 40 85.0 Average Hourly Sound Level 92.6 Underground Utilities Excavator 1 91 50 40 87.0 Haul Truck 1 89 50 40 85.0 Loader 1 86 50 40 82.0 Water Truck 1 89 50 40 85.0 Average Hourly Sound Level 91.1 Foundations Concrete mixer truck 1 85 50 40 81.0 Excavator 1 91 50 40 87.0 Average Hourly Sound Level 88.0 Framing Contractor Crane 1 88 50 16 80.0 Forklift 1 55 50 40 51.0 Scissor Lifts 1 55 50 40 51.0 Average Hourly Sound Level 80.1 Electrical Crane 1 88 50 16 80.0 Forklift 1 55 50 40 51.0 Average Hourly Sound Level 80.0 Plumbing Forklift 1 55 50 40 51.0 Average Hourly Sound Level 51.0 HVAC Crane 1 88 50 16 80.0 Forklift 1 55 50 40 51.0 Average Hourly Sound Level 80.0 Roofing Crane 1 88 50 16 80.0 Forklift 1 55 50 40 51.0 Scissor Lifts 1 55 50 40 51.0 Average Hourly Sound Level 80.1 Interior Finishing Forklift 1 55 50 40 51.0 Average Hourly Sound Level 51.0 Appendix C Sound Calculation Data Equipment Quantity Reference Sound Level at 50 ft Distance (ft)Usage %Hourly Average Sound Level (dBA) Paving Haul Truck 1 89 50 40 85.0 Paver 1 89 50 50 86.0 Average Hourly Sound Level 88.5 Exterior Concrete Concrete mixer truck 1 85 50 40 81.0 Paver 1 89 50 50 86.0 Average Hourly Sound Level 87.2 Landscaping Excavator 1 91 50 40 87.0 Loader 1 86 50 40 82.0 Water Truck 1 89 50 40 85.0 Average Hourly Sound Level 89.9 Project Name: Fire Station No. 2 November 2019 -2-91- Initial Study Appendix G: Traffic Impact Study Memorandum Date: March 23, 2018 To: Brianna Pilkinton From: Ronnie Williams, PTOE Subject: Fire Station Number 2 Construction Traffic Impacts INTRODUCTION The purpose of this memorandum is to detail potential traffic impacts due to construction of fire station number 2 (fire station) in Carlsbad, California. This assessment addresses existing roadway conditions as well as expected roadway conditions under construction. Construction of the fire station No. 2 building is anticipated to be complete by the year 2020. METHODOLOGY Existing traffic conditions were analyzed using Synchro 10 for intersection analyses. Synchro analyzes data based on the Highway Capacity Manual (HCM) 2010, Chapters 19 and 20 methodologies. The HCM requires four parameters: peak hour factor (PHF), percentage of trucks on the roadway system, existing roadway geometry, and traffic volumes. The PHF is the ratio of total hourly volume to the peak 15-minute flow rate within the hour. Lower PHFs correspond to greater variability of flow within the peak hour, while higher PHFs indicate less flow variation. Average approach PHF and percent heavy vehicles were determined by traffic counts. Intersection traffic operations were evaluated using the Level of Service (LOS) concept outlined in the HCM. LOS is defined by the average control delay per vehicle in a peak 15-minute analysis period for intersections. HCM defines control delay “as the total time that elapses from the time a vehicle stops at the end of the queue to the time the vehicle departs from the stop line”. Ranges in control delay which correspond to LOS for Two-Way Stop Controlled (TWSC) and All-Way Stop Controlled (AWSC) intersections are listed in Table 1. LOS D is typically considered acceptable for peak hour conditions in suburban areas. Ranges in control delay which correspond to LOS for signalized intersections are listed in Table 2. Table 1: LOS Criteria for TWSC and AWSC Intersections LOS Average Control Delay (seconds/vehicle) A 0-10 B >10-15 C >15-25 D >25-35 E >35-50 F >50 or v/c > 1.0 Source: HCM 2010, Exhibits 19-1 and 20-2: Level of Service Criteria (Automobile Mode) March 23, 2018 Page 2 Memorandum (cont’d) Table 2: LOS Criteria for Signalized Intersections LOS Average Control Delay (seconds/vehicle) A 0-10 B >10-20 C >20-35 D >35-55 E >55-80 F >80 or v/c > 1.0 Source: HCM 2010 Exhibits 18-4: Level of Service Criteria (Automobile Mode) SITE LOCATION / STUDY AREA The fire station building is located at the intersection of El Camino Real and Arenal Road and lies between El Camino Real and Estrella De Mar Road. The fire station maintains a single access point to Arenal Road. The study area includes the adjacent intersections east and west of the fire station. Traffic counts were performed for the following study intersections: 1. El Camino Real & Arenal Road (Signalized) 2. Estrella De Mar Road & Arenal Road (Two-Way Stop Controlled) Field traffic counts are included in Attachment A. CONSTRUCTION TRIP GENERATION The most significant period of construction activities is anticipated to result in 25 laborer trips in both the morning and evening peak hours. For the purposes of the traffic assessment, it is anticipated that the construction activities result in an influx of 25 vehicles entering the project site during the morning peak hour and 25 vehicles exiting the project site during the evening peak hour to represent a worse-case scenario. Construction activity trip distribution was determined through assessment of the existing condition peak hour traffic volume counts. Construction trips are anticipated to utilize El Camino Real and were distributed to the north and south via El Camino Real based on a volume weighting of existing day traffic counts. TRAFFIC ANALYSIS Morning and evening peak hour traffic counts were analyzed to determine existing morning and evening peak hour traffic conditions. Peak hour time periods were determined through assessing periods of most significant traffic volumes over four consecutive 15-minute time intervals. The morning peak hour was measured to be 7:30AM to 8:30AM and the evening peak hour was March 23, 2018 Page 3 Memorandum (cont’d) measured to be 4:45PM to 5:45 PM. The Synchro signalized intersection optimization tool was utilized to determine signalized phasing splits. During the periods of the intersection traffic counts, which took place February 8, 2018 for a period of 24 hours there were no pedestrian or bicycle usage during the peak vehicle hours of 7:45 am to 8:45 am and 4:45 pm to 5:45 pm. As such, the traffic count study focused on the automobile mode and impact to automobile LOS. Other modes of roadway users were observed during off-peak periods, with total pedestrian usage being 53 pedestrians at the El Camino Real & Arenal Road intersection. The peak pedestrian usage of the El Camino Real & Arenal Road intersection was found to occur between 6:00 am to 7:00 am when 8 pedestrians utilized the intersections crosswalks. Total bicycle usage was found to include 14 bicyclists during the traffic count period, with none present during the peak vehicular time periods. Table 3 below details existing condition LOS evaluations and vehicular delays for each approach of the study intersections. Detailed Synchro reports are included in Attachment B. Table 3: Existing Conditions Intersection Performance Results [AM(PM)] Intersection Metric Overall Approach Leg EB WB NB SB Signalized El Camino Real & Arenal Road LOS C (C) E (E) E (E) B (B) D (C) Delay (sec) 27.8 (24.7) 64.3 (66.5) 61.1 (66.5) 12.6 (14.2) 37.5 (32.8) Two-Way Stop Controlled Estrella De Mar Road & Arenal Road LOS # A (A) A (A) * * Delay (sec) # 9.0 (9.2) 9.5 (9.6) 4.9 (5.2) 0.0 (0.0) Fire Station No2 & Arenal Road LOS # * * N/A A (A) Delay (sec) # 0.0 (0.0) 0.0 (0.0) N/A 8.9 (9.2) *Per HCM 2010 Chapter 19, Overall Results not applicable to Two-Way Stop Controlled Intersections #Represents TWSC Free-Flow Approach As shown in Table 3 above, the intersection of El Camino Real and Arenal Road currently operates at an overall LOS C during both the morning and evening peak hours with eastbound and westbound approaches of Arenal Road operating at LOS E. Stop controlled approaches to the intersection of Estrella De Mar Road and Arenal Road currently operate at LOS A. March 23, 2018 Page 4 Memorandum (cont’d) The SANTEC/ ITE Guidelines state that the measure of significant impact to intersection performance as a resulting delay increase of vehicular delay by 2.0 seconds. Table 4 below, details construction condition LOS evaluations and vehicular delays for each approach of the study intersections. Detailed Synchro reports are included in Attachment B. As shown in Table 4, no significant impact is anticipated to each of the study intersections in considering peak construction activities. The southbound approach of El Camino Real and Arenal Road degrades from a LOS C to LOS D in the evening peak hour; however, the overall intersection performance remains at LOS C. The overall intersection and approach delay results in an increase of less than 2.0 seconds. Table 4: Peak Construction Conditions Intersection Performance Results [AM(PM)] Intersection Metric Overall Approach Leg EB WB NB SB Signalized El Camino Real & Arenal Road LOS C (C) E (E) E (E) B (B) D (D) Delay (sec) 28.3 (25.4) 64.3 (65.0) 61.1 (66.7) 13.5 (14.8) 37.7 (33.4) Two-Way Stop Controlled Estrella De Mar Road & Arenal Road LOS # A (A) A (A) * * Delay (sec) # 9.0 (9.2) 9.5 (9.6) 4.9 (5.2) 0.0 (0.0) Fire Station No2 & Arenal Road LOS # * * N/A A Delay (sec) # 2.0 (0.0) 0.0 (0.0) N/A 9.1 (8.9) *Per HCM 2010 Chapter 19, Overall Results not applicable to Two-Way Stop Controlled Intersections #Represents TWSC Free-Flow Approach El Camino Real with Arenal Road - TMC Tue Feb 27, 2018 Full Length (12AM-12AM (+1)) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496076, Location: 33.094629, -117.267819 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Arenal Rd Arenal Rd El Camino Real El Camino Real Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Ped*Int 2018-02-27 12:00AM 0 0 1 0 1 0 0 0 2 0 2 0 2 19 0 0 21 0 1 6 0 0 7 1 31 12:15AM 0 0 0 0 0 0 0 0 0 0 0 0 1 9 1 1 12 0 0 11 0 0 11 0 23 12:30AM 0 0 0 0 0 0 1 0 0 0 1 0 1 18 0 0 19 0 1 12 1 0 14 0 34 12:45AM 0 0 0 0 0 0 0 0 3 0 3 0 0 18 0 0 18 0 0 10 0 0 10 0 31 Hourly Total 0 0 1 0 1 0 1 0 5 0 6 0 4 64 1 1 70 0 2 39 1 0 4 2 1 119 1:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 19 1 0 20 0 0 2 0 0 2 0 22 1:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 0 1 7 0 0 8 0 18 1:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 0 5 0 0 5 0 11 1:45AM 0 0 1 0 1 0 0 0 1 0 1 0 0 6 0 0 6 0 1 2 0 0 3 0 11 Hourly Total 0 0 1 0 1 0 0 0 1 0 1 0 0 41 1 0 4 2 0 2 16 0 0 18 0 62 2:00AM 0 0 0 0 0 0 1 0 0 0 1 0 0 5 0 0 5 0 0 6 0 0 6 0 12 2:15AM 0 0 0 0 0 0 0 0 2 0 2 0 0 2 0 0 2 0 0 3 0 0 3 0 7 2:30AM 0 0 0 0 0 0 0 0 0 0 0 0 1 9 1 0 11 0 0 7 0 0 7 0 18 2:45AM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 0 0 2 0 0 7 0 0 7 0 10 Hourly Total 0 0 1 0 1 0 1 0 2 0 3 0 1 18 1 0 20 0 0 23 0 0 23 0 4 7 3:00AM 0 0 0 0 0 0 0 0 0 0 0 0 1 4 0 0 5 0 0 8 0 0 8 0 13 3:15AM 0 0 0 0 0 0 0 0 1 0 1 0 0 7 0 0 7 0 1 7 0 0 8 0 16 3:30AM 0 0 1 0 1 0 1 0 1 0 2 0 0 3 0 0 3 0 0 12 0 0 12 0 18 3:45AM 0 0 1 0 1 0 0 0 1 0 1 0 0 12 0 0 12 0 1 15 0 0 16 0 30 Hourly Total 0 0 2 0 2 0 1 0 3 0 4 0 1 26 0 0 27 0 2 42 0 0 4 4 0 77 4:00AM 0 1 1 0 2 0 1 0 0 0 1 0 2 8 0 1 11 0 0 26 1 0 27 0 4 1 4:15AM 0 0 2 0 2 0 1 0 0 0 1 0 0 7 0 0 7 0 0 18 0 0 18 0 28 4:30AM 0 0 4 0 4 0 0 0 1 0 1 0 0 20 0 0 20 0 2 45 0 0 4 7 0 72 4:45AM 0 0 3 0 3 0 0 0 1 0 1 0 0 25 1 0 26 0 1 84 0 0 85 0 115 Hourly Total 0 1 10 0 11 0 2 0 2 0 4 0 2 60 1 1 64 0 3 173 1 0 177 0 256 5:00AM 0 0 0 0 0 0 1 0 0 0 1 0 0 25 2 1 28 0 0 68 0 0 68 0 97 5:15AM 0 0 3 0 3 0 2 0 1 0 3 0 0 36 0 0 36 0 2 58 0 0 60 0 102 5:30AM 0 0 12 0 12 0 2 0 0 0 2 0 1 86 0 0 87 0 2 97 0 1 100 2 201 5:45AM 0 0 9 0 9 0 1 0 1 0 2 0 3 112 2 0 117 0 0 145 0 0 14 5 0 273 Hourly Total 0 0 24 0 24 0 6 0 2 0 8 0 4 259 4 1 268 0 4 368 0 1 373 2 673 6:00AM 0 0 11 0 11 0 3 1 2 0 6 0 0 100 2 0 102 1 1 210 0 0 211 4 330 6:15AM 0 0 16 0 16 0 5 0 3 0 8 1 2 134 1 0 137 0 6 269 1 0 276 0 4 37 6:30AM 0 0 12 0 12 0 4 2 4 0 10 0 1 190 3 0 194 1 6 332 0 0 338 0 554 6:45AM 0 0 18 0 18 0 8 1 12 0 21 0 3 211 2 1 217 0 1 443 0 1 4 4 5 1 701 Hourly Total 0 0 57 0 57 0 20 4 21 0 4 5 1 6 635 8 1 650 2 14 1254 1 1 1270 5 2022 7:00AM 0 1 21 0 22 0 10 0 0 0 10 0 1 254 7 0 262 0 10 589 2 0 601 0 895 7:15AM 1 0 18 0 19 0 10 0 7 0 17 0 4 338 6 0 34 8 0 8 688 1 1 698 2 1082 7:30AM 0 0 29 0 29 0 8 0 10 0 18 0 5 394 2 0 4 01 0 11 595 0 0 606 0 1054 7:45AM 0 1 30 0 31 0 12 0 9 0 21 0 7 525 9 1 54 2 0 14 612 1 1 628 0 1222 Hourly Total 1 2 98 0 101 0 40 0 26 0 66 0 17 1511 24 1 1553 0 43 2484 4 2 2533 2 4 253 8:00AM 0 1 34 0 35 0 9 0 6 0 15 0 8 499 3 1 511 0 6 570 2 0 578 0 1139 8:15AM 0 1 27 0 28 0 8 0 5 0 13 0 9 482 9 2 502 0 9 532 1 0 54 2 0 1085 8:30AM 1 0 26 0 27 0 14 0 8 0 22 0 11 426 6 0 4 4 3 0 6 511 1 0 518 0 1010 8:45AM 1 2 23 0 26 0 7 1 5 0 13 0 11 429 8 2 4 50 0 16 473 2 0 4 91 0 980 Hourly Total 2 4 110 0 116 0 38 1 24 0 63 0 39 1836 26 5 1906 0 37 2086 6 0 2129 1 4 214 9:00AM 0 0 24 0 24 0 3 0 2 0 5 0 5 440 7 0 4 52 0 4 419 0 1 4 24 0 905 9:15AM 1 0 25 0 26 0 9 1 7 0 17 0 1 359 7 1 368 0 4 392 0 1 397 0 808 9:30AM 2 0 19 0 21 0 6 0 8 0 14 0 12 356 5 1 374 0 6 355 0 1 362 1 771 9:45AM 1 0 20 0 21 0 5 0 3 0 8 0 7 306 5 0 318 0 7 375 0 0 382 0 729 Hourly Total 4 0 88 0 92 0 23 1 20 0 4 4 0 25 1461 24 2 1512 0 21 1541 0 3 1565 1 3213 10:00AM 1 0 25 0 26 0 10 0 5 0 15 0 13 279 6 0 298 0 7 330 1 0 338 0 677 10:15AM 0 0 24 0 24 0 3 0 13 0 16 0 12 277 11 0 300 0 13 324 1 0 338 2 678 10:30AM 0 0 21 0 21 0 7 0 6 0 13 0 15 272 5 1 293 0 10 332 1 0 34 3 1 670 10:45AM 1 0 20 0 21 0 5 1 9 0 15 0 8 294 7 4 313 0 7 353 2 2 364 0 713 Hourly Total 2 0 90 0 92 0 25 1 33 0 59 0 48 1122 29 5 1204 0 37 1339 5 2 1383 3 2738 11:00AM 1 0 11 0 12 0 6 1 11 0 18 0 21 273 8 1 303 0 3 349 2 1 355 1 688 11:15AM 0 0 8 0 8 0 12 0 7 0 19 1 16 283 5 2 306 0 8 371 2 0 381 1 714 11:30AM 1 0 19 0 20 0 5 1 3 0 9 1 13 335 5 0 353 0 4 346 0 2 352 1 734 11:45AM 0 0 20 0 20 0 7 1 5 0 13 0 15 313 7 5 34 0 0 7 352 0 0 359 0 732 Hourly Total 2 0 58 0 60 0 30 3 26 0 59 2 65 1204 25 8 1302 0 22 1418 4 3 14 4 7 3 2868 12:00PM 0 0 13 0 13 0 13 13 7 0 33 0 18 323 5 1 34 7 0 5 376 0 0 381 0 774 12:15PM 1 0 23 0 24 0 6 10 6 0 22 0 21 323 6 3 353 0 5 374 1 0 380 0 779 12:30PM 0 0 11 0 11 0 7 8 11 0 26 0 17 342 5 3 367 0 4 335 0 1 34 0 0 74 4 12:45PM 0 0 22 0 22 0 6 7 7 0 20 1 22 327 6 4 359 0 6 325 3 1 335 0 736 Hourly Total 1 0 69 0 70 0 32 38 31 0 101 1 78 1315 22 11 14 26 0 20 1410 4 2 14 36 0 3033 1:00PM 1 1 12 0 14 0 9 1 12 0 22 0 17 399 4 2 4 22 0 4 345 2 2 353 0 811 1:15PM 1 1 9 0 11 0 5 0 4 0 9 0 22 375 6 1 4 04 0 2 362 2 0 366 0 790 1:30PM 0 0 17 0 17 0 8 0 8 0 16 0 21 366 10 2 399 0 6 342 1 2 351 0 7831 of 9 Attachment A 1:45PM 0 0 20 0 20 0 3 1 10 0 14 2 16 336 4 2 358 0 8 356 0 4 368 2 760 Hourly Total 2 2 58 0 62 0 25 2 34 0 61 2 76 1476 24 7 1583 0 20 1405 5 8 14 38 2 314 4 2:00PM 3 0 15 0 18 0 5 1 8 0 14 0 18 367 9 2 396 0 7 365 2 0 374 0 802 2:15PM 0 0 21 0 21 0 7 0 8 0 15 0 20 356 2 1 379 0 3 384 1 0 388 0 803 2:30PM 2 0 20 0 22 2 3 0 9 0 12 2 9 439 2 1 4 51 1 3 375 2 0 380 0 865 2:45PM 0 2 20 0 22 0 5 0 6 0 11 0 15 411 15 1 4 4 2 0 5 412 1 2 4 20 1 895 Hourly Total 5 2 76 0 83 2 20 1 31 0 52 2 62 1573 28 5 1668 1 18 1536 6 2 1562 1 3365 3:00PM 0 1 20 0 21 1 9 0 11 0 20 0 19 471 3 2 4 95 0 6 473 1 0 4 80 0 1016 3:15PM 0 1 14 0 15 1 6 0 6 0 12 0 21 492 8 3 524 0 4 482 1 1 4 88 0 1039 3:30PM 0 0 18 0 18 0 8 0 10 0 18 0 23 472 10 0 505 0 3 440 1 0 4 4 4 0 985 3:45PM 1 0 11 0 12 2 3 0 7 0 10 0 26 507 8 1 54 2 1 6 478 1 3 4 88 1 1052 Hourly Total 1 2 63 0 66 4 26 0 34 0 60 0 89 1942 29 6 2066 1 19 1873 4 4 1900 1 4 092 4:00PM 1 0 15 0 16 1 12 2 11 0 25 0 19 495 8 1 523 0 7 456 2 0 4 65 0 1029 4:15PM 0 1 12 0 13 0 5 1 3 0 9 1 22 537 9 2 570 0 5 554 1 1 561 0 1153 4:30PM 0 1 14 0 15 0 10 3 7 0 20 0 23 525 6 2 556 0 10 483 0 2 4 95 0 1086 4:45PM 0 1 13 0 14 0 8 0 9 0 17 0 22 560 8 1 591 0 5 579 5 0 589 0 1211 Hourly Total 1 3 54 0 58 1 35 6 30 0 71 1 86 2117 31 6 224 0 0 27 2072 8 3 2110 0 4 4 79 5:00PM 1 0 20 0 21 0 9 0 5 0 14 0 28 498 10 1 537 0 5 524 4 0 533 0 1105 5:15PM 1 1 15 0 17 0 3 1 10 0 14 0 31 587 10 3 631 0 1 601 1 1 604 0 1266 5:30PM 0 0 18 0 18 0 12 0 5 0 17 0 25 532 12 0 569 0 9 564 1 0 574 0 1178 5:45PM 1 0 16 0 17 0 9 1 9 0 19 0 21 516 14 1 552 0 9 567 2 0 578 0 1166 Hourly Total 3 1 69 0 73 0 33 2 29 0 64 0 105 2133 46 5 2289 0 24 2256 8 1 2289 0 4 715 6:00PM 0 0 17 0 17 0 3 0 3 0 6 0 22 436 18 0 4 76 0 3 435 2 2 4 4 2 0 94 1 6:15PM 1 1 11 0 13 0 5 3 7 0 15 0 21 458 6 3 4 88 0 3 392 2 0 397 0 913 6:30PM 1 1 16 0 18 0 8 2 6 0 16 0 18 393 8 1 4 20 0 3 371 1 0 375 0 829 6:45PM 0 0 14 0 14 0 2 0 10 0 12 0 11 350 9 3 373 0 5 281 0 0 286 0 685 Hourly Total 2 2 58 0 62 0 18 5 26 0 4 9 0 72 1637 41 7 1757 0 14 1479 5 2 1500 0 3368 7:00PM 0 1 10 0 11 1 6 0 5 0 11 0 17 294 7 4 322 1 3 217 1 1 222 0 566 7:15PM 0 0 6 0 6 0 5 0 6 0 11 0 8 307 9 1 325 0 4 203 1 0 208 0 550 7:30PM 0 0 3 0 3 0 4 1 6 0 11 0 16 235 8 2 261 0 3 171 0 1 175 0 4 50 7:45PM 0 0 8 0 8 0 2 0 3 0 5 0 11 209 8 0 228 0 3 169 1 0 173 1 4 14 Hourly Total 0 1 27 0 28 1 17 1 20 0 38 0 52 1045 32 7 1136 1 13 760 3 2 778 1 1980 8:00PM 1 0 6 0 7 0 5 0 3 0 8 0 16 210 4 0 230 0 4 108 0 0 112 0 357 8:15PM 0 0 4 0 4 0 2 0 2 0 4 0 4 201 5 1 211 0 3 144 0 0 14 7 0 366 8:30PM 2 2 1 0 5 0 1 0 3 0 4 0 9 164 1 0 174 0 0 130 0 0 130 0 313 8:45PM 0 0 2 1 3 0 6 0 1 0 7 0 13 172 3 0 188 0 1 105 0 0 106 0 304 Hourly Total 3 2 13 1 19 0 14 0 9 0 23 0 42 747 13 1 803 0 8 487 0 0 4 95 0 134 0 9:00PM 0 1 2 0 3 0 1 1 2 0 4 0 8 144 2 0 154 0 1 151 0 0 152 0 313 9:15PM 0 0 3 0 3 0 0 0 6 0 6 0 6 150 5 0 161 0 1 90 1 0 92 0 262 9:30PM 0 0 2 0 2 0 4 0 5 0 9 1 3 131 7 0 14 1 1 2 70 0 0 72 1 224 9:45PM 0 0 1 0 1 0 2 0 2 0 4 0 14 116 3 0 133 0 1 50 0 0 51 0 189 Hourly Total 0 1 8 0 9 0 7 1 15 0 23 1 31 541 17 0 589 1 5 361 1 0 367 1 988 10:00PM 1 0 1 0 2 0 0 0 1 0 1 0 3 126 1 0 130 0 3 46 0 0 4 9 0 182 10:15PM 0 0 1 0 1 0 0 0 5 0 5 0 6 85 2 0 93 0 3 32 2 0 37 0 136 10:30PM 0 0 3 0 3 0 2 0 1 0 3 0 2 84 1 0 87 0 1 38 0 0 39 0 132 10:45PM 0 1 1 0 2 0 1 0 2 0 3 0 3 53 0 0 56 0 1 36 0 1 38 0 99 Hourly Total 1 1 6 0 8 0 3 0 9 0 12 0 14 348 4 0 366 0 8 152 2 1 163 0 54 9 11:00PM 0 0 1 0 1 0 2 0 0 0 2 0 6 51 2 0 59 0 0 29 0 0 29 0 91 11:15PM 0 0 2 0 2 0 0 0 1 0 1 0 2 42 2 0 4 6 0 0 15 0 0 15 0 64 11:30PM 0 0 2 0 2 0 0 1 0 0 1 0 0 34 1 0 35 0 0 21 0 0 21 0 59 11:45PM 0 0 1 0 1 0 0 0 1 0 1 0 0 30 0 0 30 0 0 15 0 0 15 0 4 7 Hourly Total 0 0 6 0 6 0 2 1 2 0 5 0 8 157 5 0 170 0 0 80 0 0 80 0 261 Total 30 24 1047 1 1102 9 419 67 435 0 921 12 927 23268 436 80 24 711 7 363 24654 68 37 25122 25 51856 % Approach 2.7% 2.2% 95.0% 0.1%--45.5% 7.3% 47.2% 0%--3.8% 94.2% 1.8% 0.3%--1.4% 98.1% 0.3% 0.1%--- % Total 0.1% 0% 2.0% 0%2.1%-0.8% 0.1% 0.8% 0%1.8%-1.8% 44.9% 0.8% 0.2%4 7.7%-0.7% 47.5% 0.1% 0.1%4 8.4 %-- Lights 30 24 1041 1 1096 -411 64 426 0 901 -925 22863 423 78 24 289 -357 24235 68 37 24 697 -50983 % Lights 100% 100% 99.4% 100%99.5%-98.1% 95.5% 97.9% 0%97.8%-99.8% 98.3% 97.0% 97.5%98.3%-98.3% 98.3% 100% 100%98.3%-98.3% Articulated Trucks 0 0 0 0 0 -2 0 1 0 3 -0 97 1 0 98 -0 101 0 0 101 -202 % Articulated Trucks 0% 0% 0% 0%0%-0.5% 0% 0.2% 0%0.3%-0% 0.4% 0.2% 0%0.4 %-0% 0.4% 0% 0%0.4 %-0.4% Buses and Single-Unit Trucks 0 0 6 0 6 -6 3 8 0 17 -2 308 12 2 324 -6 318 0 0 324 -671 % Buses and Single-Unit Trucks 0% 0% 0.6% 0%0.5%-1.4% 4.5% 1.8% 0%1.8%-0.2% 1.3% 2.8% 2.5%1.3%-1.7% 1.3% 0% 0%1.3%-1.3% Pedestrians - - - - - 9 -- - - - 12 - - - - - 7 - - - - - 25 % Pedestrians - - - - - 100% - - - - - 100% - - - - - 100% - - - - - 100% - Leg Arenal Rd Arenal Rd El Camino Real El Camino Real Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Ped*Int *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 2 of 9 Attachment A El Camino Real with Arenal Road - TMC Tue Feb 27, 2018 Full Length (12AM-12AM (+1)) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496076, Location: 33.094629, -117.267819 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US [N] El Camino Real [E] Arenal Rd[S] El Camino Real[W] Arenal RdTotal: 48892 Total: 50911 Total: 1744Total: 2165Out: 23770 Out: 26200 Out: 823Out: 1063In: 25122 In: 24711 In: 921In: 1102 24654 67 23268 24 37 363 68 435 419 436 80 927 30 1047 1 10 15 665272 3 of 9 Attachment A El Camino Real with Arenal Road - TMC Tue Feb 27, 2018 AM Peak (Feb 27 2018 7:30AM - 8:30AM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496076, Location: 33.094629, -117.267819 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Arenal Rd Arenal Rd El Camino Real El Camino Real Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Ped*Int 2018-02-27 7:30AM 0 0 29 0 29 0 8 0 10 0 18 1 5 394 2 0 4 01 1 11 595 0 0 606 1 1054 7:45AM 0 1 30 0 31 0 12 0 9 0 21 0 7 525 9 1 54 2 0 14 612 1 1 628 0 1222 8:00AM 0 1 34 0 35 0 9 0 6 0 15 1 8 499 3 1 511 0 6 570 2 0 578 1 1139 8:15AM 0 1 27 0 28 0 8 0 5 0 13 0 9 482 9 2 502 0 9 532 1 0 54 2 0 1085 Total 0 3 120 0 123 0 37 0 30 0 67 2 29 1900 23 4 1956 1 40 2309 4 1 2354 2 4 500 % Approach 0% 2.4% 97.6% 0%--55.2% 0% 44.8% 0%--1.5% 97.1% 1.2% 0.2%--1.7% 98.1% 0.2% 0%--- % Total 0% 0.1% 2.7% 0%2.7%-0.8% 0% 0.7% 0%1.5%-0.6% 42.2% 0.5% 0.1%4 3.5%-0.9% 51.3% 0.1% 0%52.3%-- PHF - 0.750 0.882 -0.879 -0.771 - 0.750 -0.798 -0.806 0.905 0.639 0.500 0.902 -0.714 0.943 0.500 0.250 0.937 -0.921 Lights 0 3 120 0 123 -36 0 30 0 66 -29 1862 23 3 1917 -40 2277 4 1 2322 -4428 % Lights 0% 100% 100% 0%100%-97.3% 0% 100% 0%98.5%-100% 98.0% 100% 75.0%98.0%-100% 98.6% 100% 100%98.6%-98.4% Articulated Trucks 0 0 0 0 0 -0 0 0 0 0 -0 9 0 0 9 -0 9 0 0 9 -18 % Articulated Trucks 0% 0% 0% 0%0%-0% 0% 0% 0%0%-0% 0.5% 0% 0%0.5%-0% 0.4% 0% 0%0.4 %-0.4% Buses and Single-Unit Trucks 0 0 0 0 0 -1 0 0 0 1 -0 29 0 1 30 -0 23 0 0 23 -54 % Buses and Single-Unit Trucks 0% 0% 0% 0%0%-2.7% 0% 0% 0%1.5%-0% 1.5% 0%25.0%1.5%-0% 1.0% 0% 0%1.0%-1.2% Pedestrians - - - - - 0 - - - - - 2 - - - - - 1 - - - - - 2 % Pedestrians - - - - - - - - - - - 100% - - - - - 100% - - - - - 100% - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 9 Attachment A El Camino Real with Arenal Road - TMC Tue Feb 27, 2018 AM Peak (Feb 27 2018 7:30AM - 8:30AM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496076, Location: 33.094629, -117.267819 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US [N] El Camino Real [E] Arenal Rd[S] El Camino Real[W] Arenal RdTotal: 4285 Total: 4426Total: 156Total: 133Out: 1931 Out: 2470Out: 33Out: 66In: 2354 In: 1956In: 123In: 67 2309 1900 3 1 40 4 30 37 23 4 29 120 1 1 111 5 of 9 Attachment A El Camino Real with Arenal Road - TMC Tue Feb 27, 2018 Midday Peak (Feb 27 2018 1:45PM - 2:45PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496076, Location: 33.094629, -117.267819 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Arenal Rd Arenal Rd El Camino Real El Camino Real Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Ped*Int 2018-02-27 1:45PM 0 0 20 0 20 0 3 1 10 0 14 2 16 336 4 2 358 0 8 356 0 4 368 2 760 2:00PM 3 0 15 0 18 0 5 1 8 0 14 0 18 367 9 2 396 0 7 365 2 0 374 0 802 2:15PM 0 0 21 0 21 0 7 0 8 0 15 0 20 356 2 1 379 0 3 384 1 0 388 0 803 2:30PM 2 0 20 0 22 2 3 0 9 0 12 2 9 439 2 1 4 51 1 3 375 2 0 380 0 865 Total 5 0 76 0 81 2 18 2 35 0 55 4 63 1498 17 6 1584 1 21 1480 5 4 1510 2 3230 % Approach 6.2% 0% 93.8% 0%--32.7% 3.6% 63.6% 0%--4.0% 94.6% 1.1% 0.4%--1.4% 98.0% 0.3% 0.3%--- % Total 0.2% 0% 2.4% 0%2.5%-0.6% 0.1% 1.1% 0%1.7%-2.0% 46.4% 0.5% 0.2%4 9.0%-0.7% 45.8% 0.2% 0.1%4 6.7%-- PHF 0.417 - 0.905 -0.920 -0.643 0.500 0.875 -0.917 -0.788 0.853 0.472 0.750 0.878 -0.656 0.964 0.625 0.250 0.973 -0.934 Lights 5 0 75 0 80 -17 2 35 0 54 -63 1470 15 6 1554 -21 1458 5 4 14 88 -3176 % Lights 100% 0% 98.7% 0%98.8%-94.4% 100% 100% 0%98.2%-100% 98.1% 88.2% 100%98.1%-100% 98.5% 100% 100%98.5%-98.3% Articulated Trucks 0 0 0 0 0 -1 0 0 0 1 -0 8 0 0 8 -0 5 0 0 5 -14 % Articulated Trucks 0% 0% 0% 0%0%-5.6% 0% 0% 0%1.8%-0% 0.5% 0% 0%0.5%-0% 0.3% 0% 0%0.3%-0.4% Buses and Single-Unit Trucks 0 0 1 0 1 -0 0 0 0 0 -0 20 2 0 22 -0 17 0 0 17 -40 % Buses and Single-Unit Trucks 0% 0% 1.3% 0%1.2%-0% 0% 0% 0%0%-0% 1.3% 11.8%0%1.4 %-0% 1.1% 0% 0%1.1%-1.2% Pedestrians - - - - - 2 - - - - - 4 - - - - - 1 - - - - - 2 % Pedestrians - - - - - 100% - - - - - 100% - - - - - 100% - - - - - 100% - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 9 Attachment A El Camino Real with Arenal Road - TMC Tue Feb 27, 2018 Midday Peak (Feb 27 2018 1:45PM - 2:45PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496076, Location: 33.094629, -117.267819 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US [N] El Camino Real [E] Arenal Rd[S] El Camino Real[W] Arenal RdTotal: 3052 Total: 3164 Total: 93Total: 151Out: 1542 Out: 1580 Out: 38Out: 70In: 1510 In: 1584 In: 55In: 81 1480 2 1498 4 21 5 35 18 17 6 63 5 76 2 31111 7 of 9 Attachment A El Camino Real with Arenal Road - TMC Tue Feb 27, 2018 PM Peak (Feb 27 2018 4:45PM - 5:45PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496076, Location: 33.094629, -117.267819 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Arenal Rd Arenal Rd El Camino Real El Camino Real Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Ped*Int 2018-02-27 4:45PM 0 1 13 0 14 0 8 0 9 0 17 0 22 560 8 1 591 0 5 579 5 0 589 0 1211 5:00PM 1 0 20 0 21 0 9 0 5 0 14 0 28 498 10 1 537 0 5 524 4 0 533 0 1105 5:15PM 1 1 15 0 17 1 3 1 10 0 14 0 31 587 10 3 631 0 1 601 1 1 604 0 1266 5:30PM 0 0 18 0 18 0 12 0 5 0 17 0 25 532 12 0 569 0 9 564 1 0 574 0 1178 Total 2 2 66 0 70 1 32 1 29 0 62 0 106 2177 40 5 2328 0 20 2268 11 1 2300 0 4 760 % Approach 2.9% 2.9% 94.3% 0%--51.6% 1.6% 46.8% 0%--4.6% 93.5% 1.7% 0.2%--0.9% 98.6% 0.5% 0%--- % Total 0% 0% 1.4% 0%1.5%-0.7% 0% 0.6% 0%1.3%-2.2% 45.7% 0.8% 0.1%4 8.9%-0.4% 47.6% 0.2% 0%4 8.3%-- PHF 0.500 0.500 0.825 -0.833 -0.667 0.250 0.725 -0.912 -0.855 0.927 0.833 0.417 0.922 -0.556 0.943 0.550 0.250 0.952 -0.940 Lights 2 2 66 0 70 -32 1 29 0 62 -106 2153 40 5 2304 -20 2255 11 1 2287 -4723 % Lights 100% 100% 100% 0%100%-100% 100% 100% 0%100%-100% 98.9% 100% 100%99.0%-100% 99.4% 100% 100%99.4 %-99.2% Articulated Trucks 0 0 0 0 0 -0 0 0 0 0 -0 3 0 0 3 -0 1 0 0 1 -4 % Articulated Trucks 0% 0% 0% 0%0%-0% 0% 0% 0%0%-0% 0.1% 0% 0%0.1%-0% 0% 0% 0%0%-0.1% Buses and Single-Unit Trucks 0 0 0 0 0 -0 0 0 0 0 -0 21 0 0 21 -0 12 0 0 12 -33 % Buses and Single-Unit Trucks 0% 0% 0% 0%0%-0% 0% 0% 0%0%-0% 1.0% 0%0%0.9%-0% 0.5% 0% 0%0.5%-0.7% Pedestrians - - - - - 1 - - - - - 0 - - - - - 0 - - - - - 0 % Pedestrians - - - - - 100% - - - - - - - - - - - - - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 8 of 9 Attachment A El Camino Real with Arenal Road - TMC Tue Feb 27, 2018 PM Peak (Feb 27 2018 4:45PM - 5:45PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496076, Location: 33.094629, -117.267819 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US [N] El Camino Real [E] Arenal Rd[S] El Camino Real[W] Arenal RdTotal: 4509 Total: 4699 Total: 124Total: 188Out: 2209 Out: 2371 Out: 62Out: 118In: 2300 In: 2328 In: 62In: 70 2268 1 2177 2 1 20 11 29 32 40 5 106 2 66 19 of 9 Attachment A Arenal Road with Estrella De Mar Road - TMC Tue Feb 27, 2018 Full Length (12AM-12AM (+1)) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496077, Location: 33.094421, -117.266561 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Arenal Rd Arenal Rd Estrella De Mar Rd Estrella De Mar Rd Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Ped*Int 2018-02-27 12:00AM 0 0 1 0 1 0 0 0 0 0 0 0 2 0 1 0 3 0 0 0 0 0 0 0 4 12:15AM 1 0 0 0 1 0 2 0 0 0 2 0 0 0 1 0 1 0 0 0 0 0 0 0 4 12:30AM 0 0 1 0 1 0 1 0 0 0 1 0 0 0 2 0 2 0 0 0 0 0 0 0 4 12:45AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 0 0 3 Hourly Total 1 0 2 0 3 0 3 0 0 0 3 0 5 0 4 0 9 0 0 0 0 0 0 0 15 1:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 Hourly Total 0 0 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 2 2:00AM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 2 2:15AM 0 0 0 0 0 0 1 0 0 0 1 0 2 0 1 0 3 0 0 0 0 0 0 0 4 2:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 1 0 1 0 1 0 0 0 1 0 3 0 1 0 4 0 0 0 0 0 0 0 6 3:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15AM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 2 3:30AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 2 3:45AM 0 0 1 0 1 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 3 Hourly Total 0 0 2 0 2 0 1 0 0 0 1 0 3 0 0 0 3 0 0 0 1 0 1 0 7 4:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 4:30AM 0 0 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 3 4:45AM 0 0 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 3 Hourly Total 0 0 4 0 4 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 1 0 7 5:00AM 1 0 1 0 2 0 0 0 0 0 0 0 0 1 1 0 2 0 0 1 1 0 2 0 6 5:15AM 0 1 1 0 2 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 2 0 2 0 6 5:30AM 0 0 2 0 2 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 2 0 5 5:45AM 0 0 2 0 2 0 1 0 0 0 1 0 1 0 0 0 1 0 0 2 1 0 3 0 7 Hourly Total 1 1 6 0 8 0 3 0 0 0 3 0 2 1 1 0 4 0 0 3 6 0 9 0 24 6:00AM 0 0 2 1 3 0 1 0 0 0 1 1 1 1 1 1 4 0 0 0 8 0 8 0 16 6:15AM 0 0 7 0 7 1 0 1 0 1 2 1 3 0 0 0 3 0 0 1 4 0 5 0 17 6:30AM 0 1 7 0 8 0 1 0 0 0 1 1 3 0 1 0 4 0 0 1 5 0 6 0 19 6:45AM 0 0 3 0 3 0 1 1 0 0 2 1 5 0 3 0 8 0 0 1 14 0 15 0 28 Hourly Total 0 1 19 1 21 1 3 2 0 1 6 4 12 1 5 1 19 0 0 3 31 0 34 0 80 7:00AM 4 0 10 0 14 0 1 0 0 0 1 0 3 1 0 0 4 0 0 1 8 0 9 0 28 7:15AM 4 2 6 0 12 0 1 0 0 0 1 0 4 1 2 0 7 0 0 2 15 0 17 0 37 7:30AM 2 0 9 1 12 0 2 2 0 0 4 0 8 2 0 0 10 0 0 6 7 0 13 0 39 7:45AM 2 2 20 0 24 1 0 0 0 0 0 1 6 0 2 1 9 1 0 3 10 0 13 0 4 6 Hourly Total 12 4 45 1 62 1 4 2 0 0 6 1 21 4 4 1 30 1 0 12 40 0 52 0 150 8:00AM 3 0 7 0 10 0 3 0 0 0 3 2 5 0 2 0 7 0 0 3 12 0 15 0 35 8:15AM 6 0 12 0 18 0 1 0 0 0 1 0 7 0 3 0 10 0 0 5 5 0 10 0 39 8:30AM 4 0 9 0 13 0 4 0 0 0 4 4 8 1 2 0 11 0 0 4 12 0 16 0 4 4 8:45AM 4 5 17 0 26 0 3 1 1 0 5 0 2 1 2 0 5 0 0 5 14 0 19 0 55 Hourly Total 17 5 45 0 67 0 11 1 1 0 13 6 22 2 9 0 33 0 0 17 43 0 60 0 173 9:00AM 6 0 5 0 11 0 1 0 0 0 1 0 2 2 1 0 5 0 0 2 4 0 6 0 23 9:15AM 4 0 6 0 10 0 1 2 0 0 3 1 5 1 0 0 6 0 0 0 9 0 9 0 28 9:30AM 3 2 5 0 10 0 0 1 0 0 1 0 2 1 1 0 4 0 1 2 13 0 16 1 31 9:45AM 3 1 8 0 12 0 3 0 0 0 3 0 2 2 2 0 6 0 0 0 6 0 6 0 27 Hourly Total 16 3 24 0 4 3 0 5 3 0 0 8 1 11 6 4 0 21 0 1 4 32 0 37 1 109 10:00AM 4 0 8 0 12 0 0 0 1 0 1 0 7 3 2 0 12 0 0 0 7 0 7 0 32 10:15AM 9 2 13 0 24 0 0 2 0 0 2 0 7 0 1 0 8 1 1 0 7 0 8 1 4 2 10:30AM 4 1 10 0 15 0 2 1 0 0 3 0 5 3 2 0 10 1 0 3 6 0 9 1 37 10:45AM 5 2 7 0 14 0 1 1 0 0 2 0 5 3 1 0 9 0 1 1 7 0 9 0 34 Hourly Total 22 5 38 0 65 0 3 4 1 0 8 0 24 9 6 0 39 2 2 4 27 0 33 2 14 5 11:00AM 5 0 5 0 10 0 2 1 0 0 3 1 10 2 1 0 13 0 0 0 8 0 8 0 34 11:15AM 5 0 6 0 11 0 3 1 0 0 4 0 8 2 2 0 12 0 0 1 12 0 13 0 4 0 11:30AM 1 1 5 0 7 0 0 0 0 0 0 0 5 1 0 0 6 0 0 0 3 0 3 0 16 11:45AM 5 0 7 0 12 0 3 1 1 0 5 0 3 2 3 0 8 0 0 2 7 0 9 0 34 Hourly Total 16 1 23 0 4 0 0 8 3 1 0 12 1 26 7 6 0 39 0 0 3 30 0 33 0 124 12:00PM 3 2 4 0 9 2 2 1 2 0 5 0 7 5 0 0 12 0 0 1 11 0 12 0 38 12:15PM 5 3 4 0 12 0 2 1 1 0 4 0 7 2 3 0 12 0 0 6 8 0 14 0 4 2 12:30PM 5 1 3 0 9 0 1 0 1 0 2 0 8 0 1 0 9 0 0 0 10 0 10 0 30 12:45PM 4 1 7 0 12 0 3 2 0 0 5 0 6 1 1 0 8 0 0 2 2 0 4 0 29 Hourly Total 17 7 18 0 4 2 2 8 4 4 0 16 0 28 8 5 0 4 1 0 0 9 31 0 4 0 0 139 1:00PM 5 1 2 0 8 0 1 1 0 0 2 1 8 3 4 0 15 0 0 4 13 0 17 0 4 2 1:15PM 5 0 3 0 8 0 2 2 1 0 5 1 3 1 0 0 4 0 0 0 6 0 6 1 23 1:30PM 3 1 10 1 15 0 3 0 0 0 3 1 7 1 1 0 9 0 0 1 6 0 7 0 34 1:45PM 3 0 8 0 11 0 1 1 0 0 2 0 7 1 0 0 8 0 0 3 6 0 9 0 301 of 9 Attachment A Hourly Total 16 2 23 1 4 2 0 7 4 1 0 12 3 25 6 5 0 36 0 0 8 31 0 39 1 129 2:00PM 9 0 7 0 16 0 0 1 2 0 3 1 5 1 1 0 7 0 0 1 7 0 8 0 34 2:15PM 3 0 2 0 5 1 0 1 0 0 1 3 8 3 2 0 13 0 1 1 5 0 7 0 26 2:30PM 3 0 4 0 7 0 1 0 0 0 1 0 7 1 2 0 10 0 0 2 6 0 8 0 26 2:45PM 8 1 9 0 18 0 0 0 0 0 0 0 2 7 0 0 9 0 0 1 8 0 9 0 36 Hourly Total 23 1 22 0 4 6 1 1 2 2 0 5 4 22 12 5 0 39 0 1 5 26 0 32 0 122 3:00PM 4 1 6 0 11 0 0 1 1 0 2 0 7 0 0 0 7 0 0 2 12 0 14 0 34 3:15PM 6 0 6 0 12 0 1 1 0 0 2 0 4 1 0 0 5 0 0 2 6 0 8 0 27 3:30PM 9 1 3 0 13 0 4 1 0 0 5 1 9 1 2 0 12 0 0 0 10 1 11 0 4 1 3:45PM 10 0 4 0 14 3 1 0 0 0 1 2 4 0 0 0 4 0 0 1 5 0 6 0 25 Hourly Total 29 2 19 0 50 3 6 3 1 0 10 3 24 2 2 0 28 0 0 5 33 1 39 0 127 4:00PM 5 0 9 0 14 2 0 0 0 0 0 0 9 4 0 0 13 0 0 2 15 0 17 0 4 4 4:15PM 6 2 6 0 14 0 2 0 1 0 3 1 4 5 0 0 9 0 0 3 5 0 8 0 34 4:30PM 5 1 13 0 19 0 0 0 0 0 0 0 11 5 0 0 16 0 0 0 9 0 9 0 4 4 4:45PM 5 0 7 0 12 0 0 0 0 0 0 0 9 4 1 0 14 0 0 0 8 0 8 0 34 Hourly Total 21 3 35 0 59 2 2 0 1 0 3 1 33 18 1 0 52 0 0 5 37 0 4 2 0 156 5:00PM 9 0 7 0 16 0 2 0 0 0 2 0 9 2 1 0 12 0 0 2 4 1 7 0 37 5:15PM 6 0 5 0 11 0 1 0 1 0 2 1 10 4 0 0 14 0 0 1 3 0 4 0 31 5:30PM 10 1 10 0 21 0 1 2 0 0 3 0 9 1 2 1 13 0 0 2 6 0 8 0 4 5 5:45PM 12 1 9 0 22 0 0 2 0 0 2 2 10 5 0 0 15 0 0 4 8 0 12 0 51 Hourly Total 37 2 31 0 70 0 4 4 1 0 9 3 38 12 3 1 54 0 0 9 21 1 31 0 164 6:00PM 12 1 7 0 20 0 2 0 0 0 2 1 5 3 0 0 8 0 0 1 1 0 2 0 32 6:15PM 6 0 5 0 11 2 1 1 0 0 2 0 7 2 1 0 10 0 0 1 6 0 7 0 30 6:30PM 2 0 8 0 10 0 1 0 0 0 1 1 12 1 1 0 14 0 1 0 4 0 5 0 30 6:45PM 9 1 4 0 14 0 2 0 0 0 2 0 13 0 0 0 13 0 0 0 0 0 0 0 29 Hourly Total 29 2 24 0 55 2 6 1 0 0 7 2 37 6 2 0 4 5 0 1 2 11 0 14 0 121 7:00PM 7 1 4 0 12 0 0 0 0 0 0 0 5 1 1 0 7 0 0 1 5 0 6 0 25 7:15PM 7 0 6 0 13 0 1 1 0 0 2 0 9 1 1 0 11 0 0 2 1 0 3 0 29 7:30PM 6 0 5 0 11 0 1 0 0 0 1 0 8 0 1 0 9 0 0 0 2 0 2 0 23 7:45PM 6 0 5 0 11 0 0 0 0 0 0 0 4 1 1 0 6 0 0 1 1 0 2 0 19 Hourly Total 26 1 20 0 4 7 0 2 1 0 0 3 0 26 3 4 0 33 0 0 4 9 0 13 0 96 8:00PM 2 0 6 0 8 0 0 0 0 0 0 0 4 1 0 0 5 0 0 0 5 0 5 0 18 8:15PM 2 0 6 0 8 0 1 0 0 0 1 0 3 0 1 0 4 0 0 0 1 0 1 0 14 8:30PM 1 0 2 0 3 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 1 0 1 0 7 8:45PM 0 1 1 0 2 0 0 0 0 0 0 0 4 1 2 0 7 0 0 0 1 0 1 0 10 Hourly Total 5 1 15 0 21 0 1 0 0 0 1 0 14 2 3 0 19 0 0 0 8 0 8 0 4 9 9:00PM 3 0 2 0 5 0 3 1 0 0 4 0 1 0 0 0 1 0 0 0 1 0 1 0 11 9:15PM 3 1 2 0 6 0 0 1 0 0 1 0 4 2 0 0 6 0 0 1 1 0 2 0 15 9:30PM 5 1 2 0 8 0 0 0 1 0 1 0 6 0 0 0 6 0 0 0 2 0 2 0 17 9:45PM 2 0 2 0 4 0 1 0 0 0 1 0 3 0 1 0 4 0 0 0 1 0 1 0 10 Hourly Total 13 2 8 0 23 0 4 2 1 0 7 0 14 2 1 0 17 0 0 1 5 0 6 0 53 10:00PM 1 0 3 0 4 0 1 0 0 0 1 0 1 1 1 0 3 0 0 0 0 0 0 0 8 10:15PM 2 0 2 0 4 0 1 0 0 0 1 0 5 0 1 0 6 0 0 0 0 0 0 0 11 10:30PM 0 0 2 0 2 0 0 0 0 0 0 1 3 0 0 0 3 0 0 1 0 0 1 0 6 10:45PM 0 0 2 0 2 0 1 0 0 0 1 0 2 1 1 0 4 0 0 0 1 0 1 0 8 Hourly Total 3 0 9 0 12 0 3 0 0 0 3 1 11 2 3 0 16 0 0 1 1 0 2 0 33 11:00PM 1 0 1 0 2 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 4 11:15PM 1 1 0 0 2 0 1 0 0 0 1 0 1 0 1 0 2 0 0 0 0 0 0 0 5 11:30PM 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 2 11:45PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 Hourly Total 3 1 1 0 5 0 1 0 0 0 1 0 5 0 1 0 6 0 0 0 0 0 0 0 12 Total 307 44 435 3 789 12 87 36 14 1 138 30 409 103 75 3 590 3 5 95 424 2 526 4 204 3 % Approach 38.9% 5.6% 55.1% 0.4%--63.0% 26.1% 10.1% 0.7%--69.3% 17.5% 12.7% 0.5%--1.0% 18.1% 80.6% 0.4%--- % Total 15.0% 2.2% 21.3% 0.1%38.6%-4.3% 1.8% 0.7% 0%6.8%-20.0% 5.0% 3.7% 0.1%28.9%-0.2% 4.7% 20.8% 0.1%25.7%-- Lights 305 43 428 3 779 -83 36 13 1 133 -404 100 69 3 576 -5 94 418 2 519 -2007 % Lights 99.3% 97.7% 98.4% 100%98.7%-95.4% 100% 92.9% 100%96.4 %-98.8% 97.1% 92.0% 100%97.6%-100% 98.9% 98.6% 100%98.7%-98.2% Articulated Trucks 0 0 3 0 3 -0 0 0 0 0 -4 0 1 0 5 -0 0 1 0 1 -9 % Articulated Trucks 0% 0% 0.7% 0%0.4 %-0% 0% 0% 0%0%-1.0% 0% 1.3% 0%0.8%-0% 0% 0.2% 0%0.2%-0.4% Buses and Single-Unit Trucks 2 1 4 0 7 -4 0 1 0 5 -1 3 5 0 9 -0 1 5 0 6 -27 % Buses and Single-Unit Trucks 0.7% 2.3% 0.9% 0%0.9%-4.6% 0% 7.1% 0%3.6%-0.2% 2.9% 6.7% 0%1.5%-0% 1.1% 1.2% 0%1.1%-1.3% Pedestrians - - - - - 12 - - - - - 30 - - - - - 3 - - - - - 4 % Pedestrians - - - - - 100% - -- - - 100% --- - - 100% - - - - - 100% - Leg Arenal Rd Arenal Rd Estrella De Mar Rd Estrella De Mar Rd Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Ped*Int *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 2 of 9 Attachment A Arenal Road with Estrella De Mar Road - TMC Tue Feb 27, 2018 Full Length (12AM-12AM (+1)) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496077, Location: 33.094421, -117.266561 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US [N] Estrella De Mar Rd [E] Arenal Rd[S] Estrella De Mar Rd[W] Arenal RdTotal: 952 Total: 1210 Total: 263Total: 1661Out: 426 Out: 620 Out: 125Out: 872In: 526 In: 590 In: 138In: 789 95 36 103 44 2 5 424 14 1 87 75 3 409 307 435 3 3 1 1614348 3 of 9 Attachment A Arenal Road with Estrella De Mar Road - TMC Tue Feb 27, 2018 AM Peak (Feb 27 2018 8AM - 9AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496077, Location: 33.094421, -117.266561 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Arenal Rd Arenal Rd Estrella De Mar Rd Estrella De Mar Rd Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Ped*Int 2018-02-27 8:00AM 3 0 7 0 10 0 3 0 0 0 3 2 5 0 2 0 7 0 0 3 12 0 15 0 35 8:15AM 6 0 12 0 18 0 1 0 0 0 1 0 7 0 3 0 10 0 0 5 5 0 10 0 39 8:30AM 4 0 9 0 13 0 4 0 0 0 4 4 8 1 2 0 11 0 0 4 12 0 16 0 4 4 8:45AM 4 5 17 0 26 0 3 1 1 0 5 0 2 1 2 0 5 0 0 5 14 0 19 0 55 Total 17 5 45 0 67 0 11 1 1 0 13 6 22 2 9 0 33 0 0 17 43 0 60 0 173 % Approach 25.4% 7.5% 67.2% 0%--84.6% 7.7% 7.7% 0%--66.7% 6.1% 27.3% 0%--0% 28.3% 71.7% 0%--- % Total 9.8% 2.9% 26.0% 0%38.7%-6.4% 0.6% 0.6% 0%7.5%-12.7% 1.2% 5.2% 0%19.1%-0% 9.8% 24.9% 0%34 .7%-- PHF 0.708 0.250 0.662 -0.64 4 -0.688 0.250 0.250 -0.650 -0.688 0.500 0.750 -0.750 -- 0.850 0.768 -0.789 -0.786 Lights 17 5 45 0 67 -10 1 1 0 12 -22 2 8 0 32 -0 17 41 0 58 -169 % Lights 100% 100% 100% 0%100%-90.9% 100% 100% 0%92.3%-100% 100% 88.9% 0%97.0%-0% 100% 95.3% 0%96.7%-97.7% Articulated Trucks 0 0 0 0 0 -0 0 0 0 0 -0 0 1 0 1 -0 0 0 0 0 -1 % Articulated Trucks 0% 0% 0% 0%0%-0% 0% 0% 0%0%-0% 0% 11.1% 0%3.0%-0% 0% 0% 0%0%-0.6% Buses and Single-Unit Trucks 0 0 0 0 0 -1 0 0 0 1 -0 0 0 0 0 -0 0 2 0 2 -3 % Buses and Single-Unit Trucks 0% 0% 0% 0%0%-9.1% 0% 0% 0%7.7%-0% 0% 0%0%0%-0% 0%4.7% 0%3.3%-1.7% Pedestrians - - - - - 0 - - - - - 6 - - - - - 0 - - - - - 0 % Pedestrians - - - - - - - - - - - 100% - - - - - - - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 9 Attachment A Arenal Road with Estrella De Mar Road - TMC Tue Feb 27, 2018 AM Peak (Feb 27 2018 8AM - 9AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496077, Location: 33.094421, -117.266561 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US [N] Estrella De Mar Rd [E] Arenal Rd[S] Estrella De Mar Rd[W] Arenal RdTotal: 80 Total: 106 Total: 27Total: 133Out: 20 Out: 73 Out: 14Out: 66In: 60 In: 33 In: 13In: 67 17 1 2 5 43 1 11 9 22 17 45 425 of 9 Attachment A Arenal Road with Estrella De Mar Road - TMC Tue Feb 27, 2018 Midday Peak (Feb 27 2018 11:45AM - 12:45PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496077, Location: 33.094421, -117.266561 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Arenal Rd Arenal Rd Estrella De Mar Rd Estrella De Mar Rd Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Ped*Int 2018-02-27 11:45AM 5 0 7 0 12 0 3 1 1 0 5 0 3 2 3 0 8 0 0 2 7 0 9 0 34 12:00PM 3 2 4 0 9 2 2 1 2 0 5 0 7 5 0 0 12 0 0 1 11 0 12 0 38 12:15PM 5 3 4 0 12 0 2 1 1 0 4 0 7 2 3 0 12 0 0 6 8 0 14 0 4 2 12:30PM 5 1 3 0 9 0 1 0 1 0 2 0 8 0 1 0 9 0 0 0 10 0 10 0 30 Total 18 6 18 0 4 2 2 8 3 5 0 16 0 25 9 7 0 4 1 0 0 9 36 0 4 5 0 14 4 % Approach 42.9% 14.3% 42.9% 0%--50.0% 18.8% 31.3% 0%--61.0% 22.0% 17.1% 0%--0% 20.0% 80.0% 0%--- % Total 12.5% 4.2% 12.5% 0%29.2%-5.6% 2.1% 3.5% 0%11.1%-17.4% 6.3% 4.9% 0%28.5%-0% 6.3% 25.0% 0%31.3%-- PHF 0.900 0.500 0.643 -0.875 -0.667 0.750 0.625 -0.800 -0.781 0.450 0.583 -0.854 -- 0.375 0.818 -0.804 -0.857 Lights 18 6 16 0 4 0 -8 3 5 0 16 -24 8 7 0 39 -0 9 35 0 4 4 -139 % Lights 100% 100% 88.9% 0%95.2%-100% 100% 100% 0%100%-96.0% 88.9% 100% 0%95.1%-0% 100% 97.2% 0%97.8%-96.5% Articulated Trucks 0 0 1 0 1 -0 0 0 0 0 -1 0 0 0 1 -0 0 1 0 1 -3 % Articulated Trucks 0% 0% 5.6% 0%2.4 %-0% 0% 0% 0%0%-4.0% 0% 0% 0%2.4 %-0% 0% 2.8% 0%2.2%-2.1% Buses and Single-Unit Trucks 0 0 1 0 1 -0 0 0 0 0 -0 1 0 0 1 -0 0 0 0 0 -2 % Buses and Single-Unit Trucks 0% 0% 5.6% 0%2.4 %-0% 0% 0% 0%0%-0% 11.1% 0%0%2.4 %-0% 0%0% 0%0%-1.4% Pedestrians - - - - - 2 - - - - - 0 - - - - - 0 - - - - - 0 % Pedestrians - - - - - 100% - - - - - - - - - - - - - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 9 Attachment A Arenal Road with Estrella De Mar Road - TMC Tue Feb 27, 2018 Midday Peak (Feb 27 2018 11:45AM - 12:45PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496077, Location: 33.094421, -117.266561 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US [N] Estrella De Mar Rd [E] Arenal Rd[S] Estrella De Mar Rd[W] Arenal RdTotal: 77 Total: 76 Total: 29Total: 106Out: 32 Out: 35 Out: 13Out: 64In: 45 In: 41 In: 16In: 42 9 3 9 6 36 5 8 7 25 18 18 117 of 9 Attachment A Arenal Road with Estrella De Mar Road - TMC Tue Feb 27, 2018 PM Peak (Feb 27 2018 5PM - 6PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496077, Location: 33.094421, -117.266561 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Arenal Rd Arenal Rd Estrella De Mar Rd Estrella De Mar Rd Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped*L T R U App Ped*L T R U App Ped*L T R U App Ped*Int 2018-02-27 5:00PM 9 0 7 0 16 0 2 0 0 0 2 0 9 2 1 0 12 0 0 2 4 1 7 0 37 5:15PM 6 0 5 0 11 0 1 0 1 0 2 1 10 4 0 0 14 0 0 1 3 0 4 0 31 5:30PM 10 1 10 0 21 0 1 2 0 0 3 0 9 1 2 1 13 0 0 2 6 0 8 0 4 5 5:45PM 12 1 9 0 22 0 0 2 0 0 2 2 10 5 0 0 15 0 0 4 8 0 12 0 51 Total 37 2 31 0 70 0 4 4 1 0 9 3 38 12 3 1 54 0 0 9 21 1 31 0 164 % Approach 52.9% 2.9% 44.3% 0%--44.4% 44.4% 11.1% 0%--70.4% 22.2% 5.6% 1.9%--0% 29.0% 67.7% 3.2%--- % Total 22.6% 1.2% 18.9% 0%4 2.7%-2.4% 2.4% 0.6% 0%5.5%-23.2% 7.3% 1.8% 0.6%32.9%-0% 5.5% 12.8% 0.6%18.9%-- PHF 0.771 0.500 0.775 -0.795 -0.500 0.500 0.250 -0.750 -0.950 0.600 0.375 0.250 0.900 -- 0.563 0.656 0.250 0.64 6 -0.804 Lights 37 2 31 0 70 -3 4 1 0 8 -38 12 3 1 54 -0 9 21 1 31 -163 % Lights 100% 100% 100% 0%100%-75.0% 100% 100% 0%88.9%-100% 100% 100% 100%100%-0% 100% 100% 100%100%-99.4% Articulated Trucks 0 0 0 0 0 -0 0 0 0 0 -0 0 0 0 0 -0 0 0 0 0 -0 % Articulated Trucks 0% 0% 0% 0%0%-0% 0% 0% 0%0%-0% 0% 0% 0%0%-0% 0% 0% 0%0%-0% Buses and Single-Unit Trucks 0 0 0 0 0 -1 0 0 0 1 -0 0 0 0 0 -0 0 0 0 0 -1 % Buses and Single-Unit Trucks 0% 0% 0% 0%0%-25.0% 0% 0% 0%11.1%-0% 0% 0%0%0%-0% 0%0% 0%0%-0.6% Pedestrians - - - - - 0 - - - - - 3 - - - - - 0 - - - - - 0 % Pedestrians - - - - - - - - - - - 100% - - - - - - - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 8 of 9 Attachment A Arenal Road with Estrella De Mar Road - TMC Tue Feb 27, 2018 PM Peak (Feb 27 2018 5PM - 6PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 496077, Location: 33.094421, -117.266561 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US [N] Estrella De Mar Rd [E] Arenal Rd[S] Estrella De Mar Rd[W] Arenal RdTotal: 82 Total: 99 Total: 14Total: 133Out: 51 Out: 45 Out: 5Out: 63In: 31 In: 54 In: 9In: 70 9 4 12 2 1 21 1 4 3 1 38 37 31 129 of 9 Attachment A HCM 2010 Signalized Intersection Summary Carlsbad Traffic Analysis 3: El Camino Real & Arenal Road 2018 Existing AM Carlsbad Traffic Analysis 03/12/2018 2018 Existing AM Synchro 10 Report Page 1 HCM 2010 TWSC Carlsbad Traffic Analysis 6: Estrella De Mar Road & Arenal Road 2018 Existing AM Carlsbad Traffic Analysis 03/12/2018 2018 Existing AM Synchro 10 Report Page 1 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR HCM 2010 TWSC Carlsbad Traffic Analysis 9: Arenal Road & Fire Station No2 2018 Existing AM Carlsbad Traffic Analysis 03/12/2018 2018 Existing AM Synchro 10 Report Page 1 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR HCM 2010 Signalized Intersection Summary Carlsbad Traffic Analysis 3: El Camino Real & Arenal Road 2018 Existing PM Carlsbad Traffic Analysis 03/12/2018 2018 Existing PM Synchro 10 Report Page 1 HCM 2010 TWSC Carlsbad Traffic Analysis 6: Estrella De Mar Road & Arenal Road 2018 Existing PM Carlsbad Traffic Analysis 03/12/2018 2018 Existing PM Synchro 10 Report Page 1 Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR HCM 2010 TWSC Carlsbad Traffic Analysis 9: Arenal Road & Fire Station No2 2018 Existing PM Carlsbad Traffic Analysis 03/12/2018 2018 Existing PM Synchro 10 Report Page 1 Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR HCM 2010 Signalized Intersection Summary Carlsbad Traffic Analysis 3: El Camino Real & Arenal Road 2018 Construction AM Carlsbad Traffic Analysis 03/12/2018 2018 Construction AM Synchro 10 Report Page 1 HCM 2010 TWSC Carlsbad Traffic Analysis 6: Estrella De Mar Road & Arenal Road 2018 Construction AM Carlsbad Traffic Analysis 03/12/2018 2018 Construction AM Synchro 10 Report Page 1 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR HCM 2010 TWSC Carlsbad Traffic Analysis 9: Arenal Road & Fire Station No2 2018 Construction AM Carlsbad Traffic Analysis 03/12/2018 2018 Construction AM Synchro 10 Report Page 1 Intersection Int Delay, s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR HCM 2010 Signalized Intersection Summary Carlsbad Traffic Analysis 3: El Camino Real & Arenal Road 2018 Construction PM Carlsbad Traffic Analysis 03/12/2018 2018 Construction PM Synchro 10 Report Page 1 HCM 2010 TWSC Carlsbad Traffic Analysis 6: Estrella De Mar Road & Arenal Road 2018 Construction PM Carlsbad Traffic Analysis 03/12/2018 2018 Construction PM Synchro 10 Report Page 1 Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR HCM 2010 TWSC Carlsbad Traffic Analysis 9: Arenal Road & Fire Station No2 2018 Construction PM Carlsbad Traffic Analysis 03/12/2018 2018 Construction PM Synchro 10 Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Project Name: Fire Station No. 2 November 2019 -2-92- Initial Study Appendix H: Tribal Consultation SAN LUIS REY BAND OF MISSION INDIANS 1889 Sunset Drive • Vista, California 92081 760-724-8505 • FAX 760-724-2172 www.slrmissionindians.org April 27, 2018 Pam Drew Associate Planner Planning Division VIA ELECTRONIC MAIL City of Carlsbad Pam.Drew@carlsbad.ca.gov 1635 Faraday Ave. Carlsbad, CA 92008 RE: Formal Request for Tribal Consultation Pursuant to the California Environmental Quality Act (CEQA), Public Resources Code section 21080.3.1, subds. (b), (d) and (e) for the Fire Station No. 2 Project (Project No. EIA 2018-0005), City of Carlsbad Dear Ms. Drew: This letter constitutes a formal request for tribal consultation under the provisions of the California Environmental Quality Act (CEQA) (Public Resources Code section 21080.3.1 subdivisions (b), (d) and (e)) for the mitigation of potential project impacts to tribal cultural resource for the above referenced project. The San Luis Rey Band of Mission Indians requested formal notice and information for all projects within your agency’s geographical jurisdiction and received notification on April 23, 2018 regarding the above referenced project. The San Luis Rey Band of Mission Indians requests consultation on the following topics checked below, which shall be included in consultation if requested (Public Resources Code section 21080.3.2, subd. (a)): X Alternatives to the project X Recommended mitigation measures X Significant effects of the project The San Luis Rey Band of Mission Indians also requests consultation on the following discretionary topics checked below (Public Resources Code section 21080.3.2 (subd. (a): X Type of environmental review necessary X Significance of tribal cultural resources, including any regulations, policies or standards used by your agency to determine significance of tribal cultural resources X Significance of the project’s impacts on tribal cultural resources X Project alternatives and/or appropriate measures for preservation or mitigation that we may recommend, including, but not limited to: (1) Avoidance and preservation of the resources in place, pursuant to Public Resources Code section 21084.3, including, but not limited to, planning and construction to avoid the resources and protect the cultural and natural context, or planning greenspace, parks or other open space, to incorporate the resources with culturally appropriate protection and management criteria; (2) Treating the resources with culturally appropriate dignity taking into account the tribal cultural values and meaning of the resources, including but not limited to the following: a. Protecting the cultural character and integrity of the resource; b. Protection the traditional use of the resource; and c. Protecting the confidentiality of the resource. (3) Permanent conservation easements or other interests in real property, with culturally appropriate management criteria for the purposes of preserving or utilizing the resources or places. (4) Protecting the resource. Additionally, the San Luis Rey Band of Mission Indians requests to receive any cultural resources assessments or other assessments that have been completed on all or part of the project’s potential “area of project effect” (APE), including, but not limited to: 1. The results of any record search that may have been conducted at an Information Center of the California Historical Resources Information System (CHRIS), including, but not limited to:  A listing of any and all known cultural resources have already been recorded on or adjacent to the APE;  Copies of any and all cultural resource records and study reports that may have been provided by the Information Center as part of the records search response;  If the probability is low, moderate, or high that cultural resources are located in the APE.  Whether the records search indicates a low, moderate or high probability that unrecorded cultural resources are located in the potential APE; and  If a survey is recommended by the Information Center to determine whether previously unrecorded cultural resources are present. 2. The results of any archaeological inventory survey that was conducted, including:  Any report that may contain site forms, site significance, and suggested mitigation measures. All information regarding site locations, Native American human remains, and associated funerary objects should be in a separate confidential addendum, and not be made available for public disclosure in accordance with Government Code Section 6254.10. 3. The results of any Sacred Lands File (SFL) check conducted through Native American Heritage Commission. The request form can be found at http://www.nahc.ca.gov/slf_request.html. USGS 7.5-minute quadrangle name, township, range, and section required for the search. 4. Any ethnographic studies conducted for any area including all or part of the potential APE; and 5. Any geotechnical reports regarding all or part of the potential APE. We would like to remind your agency that CEQA Guidelines section 15126.4, subdivision (b)(3) states that preservation in place is the preferred manner of mitigating impacts to archaeological sites. Section 15126.4, subd. (b)(3) of the CEQA Guidelines has been interpreted by the California Court of Appeal to mean that “feasible preservation in place must be adopted to mitigate impacts to historical resources of an archaeological nature unless the lead agency determines that another form of mitigation is available and provides superior mitigation of impacts.” Madera Oversight Coalition v. County of Madera (2011) 199 Cal.App.4th 48, disapproved on other grounds, Neighbors for Smart Rail v. Exposition Metro Line Construction Authority (2013) 57 Cal.4th 439. The San Luis Rey Band of Mission Indians expects to begin consultation within 30 days of your receipt of this letter. Please contact the San Luis Rey Band of Mission Indians lead contact person identified in our previous request for notification. Name: Cami Mojado Title: Cultural Resources Manager Address: 1889 Sunset Drive, Vista, CA 92081 Office Phone Number: 760-724-8505 Direct Cell Phone Number: 760-917-1736 Office Fax Number 760-724-2172 Email Address: cjmojado@slrmissionindians.org Sincerely, Merri Lopez-Keifer Chief Legal Counsel San Luis Rey Band of Mission Indians Project Name: Fire Station No. 2 November 2019 -2-93- Initial Study February 3, 2020 5-2 Initial Study/Mitigated Negative Declaration Appendix B: Non-Confidential Cultural Resources Assessment 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) BERKELEY CARLSBAD FRESNO IRVINE LOS ANGELES PALM SPRINGS POINT RICHMOND RIVERSIDE ROSEVILLE SAN LUIS OBISPO 703 Palomar Airport Road, Suite 260, Carlsbad, California 92011 760.931.5471 www.lsa.net May 10, 2018 Brianna Pilkinton Section Manager, Environmental Studies Burns & McDonnell 4225 Executive Square, Suite 500 La Jolla, CA 92037 Subject: Cultural Resources Assessment for the Carlsbad Fire Station No. 2 Project, City of Carlsbad (LSA Project No. BUM1802) Dear Ms. Pilkinton: LSA completed a cultural resources study for the Carlsbad Fire Station No. 2 Project in the City of Carlsbad (City). The study included a records search for the project area, review of existing conditions, and this summary report. Archaeological and historical research included a records search and the examination of historic maps and aerial photographs. Based on the results of the records search, 28 previous archaeological investigations have been completed within a half-mile of the project area, three of which included portions of the project area. A total of 14 cultural resources have been previously recorded within a half-mile of the project area, one of which (CA- SDI-609) is located within the project area. A review of historical maps and aerial photographs did not indicate the potential for historical resources within the project area. The existing fire station was constructed in 1969 by the City of Carlsbad. No historical significance evaluation was completed at this time for the existing fire station. No pedestrian survey was conducted at the project site at this time. A current geotechnical report indicated much of the project area is underlain with fill material above the earlier Santiago Formation (Tretinjak and Mansir 2017). However, based on recommendations in the geotechnical report, much of the fill soil will need to be removed to reach competent soil on which to build and install footings. The presence or absence of site CA-SDI-609 has not been confirmed in the southeast corner of the project area. While the previously disturbed nature of the project area suggests a low likelihood of encountering buried intact cultural deposits, archaeological monitoring and monitoring by a representative from the San Luis Rey Band of Mission Indians is recommended during initial ground-disturbing activities at the site. This would include the excavation of footing locations that are anticipated to be excavated beyond the depth of the existing fill, or in limited areas that have the potential to disturb native sediments. PROJECT DESCRIPTION The Fire Department of the City of Carlsbad will demolish the existing Fire Station Number 2 (No. 2) located at 1906 Arenal Road, Carlsbad, California and construct a new Fire Station at the same location (Project). The new Fire Station (Station) No. 2 will meet the operational needs, goals, and policies of the Carlsbad Fire Department and the City of Carlsbad (City). The new Station will be 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) 2 approximately 10,062 square feet and will be constructed on approximately 0.401-acre within the City of Carlsbad. The existing Station was built in 1969 on the corner of Arenal Road and El Camino Real Boulevard in Carlsbad and requires substantial upgrades to fulfill the needs and objectives of the Carlsbad Fire Department. There will be approximately six fire fighters and one Captain on duty per day, year- round. The second level of the new Station will consist of seven dormitories, a kitchen, a dining area, four bathrooms, one common area, a weight room, and a laundry room. The top level will also include the Captain’s office and three balconies. The first level of the new Station will have a water room, storage room, emergency service room, a locker room, extractor room, and one large garage that will store four large emergency response vehicles. Near the entrance of the Station there will be one public restroom, an information technology room, and an electrical room. The Station will have personnel parking along the perimeter of building for approximately 13 vehicles. Site improvements would include grading, new concrete foundation, emergency vehicle ingress and egress, privately owned vehicle parking lot areas, trash enclosures, and stormwater management. Construction of the new Station would achieve a variety of sustainability goals aimed to reduce environmental impact, optimize performance, lower energy and operating costs, conserve resources, and increase occupant satisfaction and productivity. The project area is located at 1906 Arenal Road, bounded by El Camino Real to the west, Arenal Road to the south, and private residences to the northeast. It is shown on the U.S. Geological Survey (USGS) 7.5-minute Encinitas, California topographic quadrangle map (attached Figure 1). Currently the site includes the existing Station No. 2 with concrete driveways, an asphalt parking lot, retaining walls, and landscaped areas (Tretinjak and Mansir 2017). Based on the results of recent geotechnical testing, the project area is underlain with fill material down to approximately 10 feet below the surface (Tretinjak and Mansir 2017). Components of both Old Alluvium and the Santiago Formation were observed below the fill materials (below 10 feet below the surface). REGULATORY CONTEXT The project requires discretionary approval; therefore, compliance with the California Environmental Quality Act (CEQA) is necessary. Cultural resources investigations, including archaeological survey, are performed to support compliance with local, State, and Federal laws, regulations, and ordinances. Most of these laws overlap and complement each other providing consideration of cultural resources at various jurisdictional levels. The regulatory framework and methods used for this project for determining impacts to cultural resources are defined in Section 15064.5 of the CEQA Guidelines. According to these guidelines, the effects of a proposed project on cultural resources eligible for, or listed in, the California Register of Historical Resources (CRHR) must be considered during the planning process. The CEQA process requires (a) the identification of cultural resources (resources greater than 45 years in age) that may be affected by the project, (b) an evaluation of the significance of the resources present regarding eligibility for the CRHR, (c) an assessment to determine whether a project may have a significant effect on cultural resources eligible for or listed in the CRHR, and finally (d) the development of avoidance/preservation 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) 3 measures or mitigation measures that would either avoid impacts or reduce them to levels of insignificance. Mitigation measures that adhere to the standards defined by the Secretary of Interior shall be considered mitigated to less than significant impact. PROJECT PERSONNEL The cultural resources assessment was conducted by LSA, whose cultural resources staff meets Federal, State, and local requirements. Ms. Natalie Brodie, M.A., RPA, served as Principal Investigator for the project. Ms. Brodie has a Bachelor of Arts degree in Anthropology and Archaeology from the University of California, San Diego, a Master of Arts degree in Applied Anthropology from San Diego State University, and has more than 15 years of experience in the archaeology of Southern California. Ms. Jacqueline Hall completed graphics and contributed to the preparation of the report. Ms. Hall has a Bachelor of Arts degree from San Diego State University and eight years of experience in the archaeology of Southern California. NATURAL AND CULTURAL SETTINGS Natural Setting The project area is located northeast of Batiquitos Lagoon and San Marcos Creek. The elevation on site is approximately 90 feet above mean sea level. The geology of the region includes mainly Cenozoic marine sedimentary rocks in the Peninsular Range. A late Tertiary marine deposit, the San Onofre Breccia extends from the Santa Monica Mountains to Oceanside, just northwest of the project area (Norris and Webb 1990). The climate of the region can generally be described as Mediterranean, with cool, wet winters and hot, dry summers. Lack of rainfall limits vegetation growth and habitat types adapted to the dry conditions of the region occur in the project area. The project area in the past would have included typical marsh and riparian vegetation. Terrestrial animal resources in the region include deer, fox, raccoon, skunk, bobcat, coyote, rabbit, and various rodent, reptile, and bird species. Cultural Setting San Diego County archaeological investigations indicate humans have inhabited the area for at least 10,000 years. Malcolm Rogers was the first to develop a cultural chronology of the region. In general, they can be divided into five consecutive periods: Paleoindian, Archaic, Late Prehistoric, Ethnohistoric, and Historic (Bull 1983; Ezell 1987; Moriarty 1966; Warren et al. 1993). The earliest sites in San Diego County are identified as the Paleoindian period (9,000 to 8,000 YBP [years before present]), and include the San Dieguito and Pauma complexes. The majority of these sites are located around inland dry lakes, on old terrace deposits in the California desert, and on or near the coast on mesas or terraces. The artifacts associated with this period are heavily patinated felsite tools primarily consisting of scrapers, scraper planes, choppers, large blades, and large projectile points. 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) 4 Around 8,000 years ago, changes in technology begin to appear in the archaeological record. During the Early Archaic period, there is an increase in the use of grinding and seed processing technology and a change in mortuary practices, indicating population movements or internal change (Moratto 1984). There is a marked increase in the exploitation of plant and animal resources inland and on the coast. Artifacts associated with this period include an increase of Pinto and Elko series projectile points, large bifaces, manos, metates, and core tools. The Late Prehistoric period is characterized by a series of dramatic technological changes indicating that around 2,000 YBP, people from the Colorado River area migrated to the Southwestern California region. This period is characterized by the appearance of smaller projectile points, ceramics, permanent bedrock milling sites, and cremation burials. There also appears to be an increase in the establishment of permanent or semi-permanent seasonal villages indicating a shift to inland plant food collection and processing. The Ethnohistoric period occurred shortly before Europeans colonized Southern California. Documentation by the Spanish and the material culture left by the native people indicate that at the time of contact there were four distinct native groups, Luiseño, Diegueño, Cupeño, and the Cahuilla (Kroeber 1925) in the area. During this period, the Native American populations dramatically decreased and were quickly assimilated into the mission system. The project area is located on the border of the Luiseño and Kumeyaay (Diegueño) territory. The Historic period in San Diego County is generally divided into three politically defined periods: Spanish, Mexican, and American periods. The Spanish colonists first settled the Southern California region in 1769 and established military and religious institutions along the coast. In 1821, Mexico won independence from Spain and California came under Mexican rule. By 1834, the Spanish missions had been secularized and large tracts of land, or ranchos, were granted to Mexican citizens. The project area is within the Rancho Agua Hedionda. Mexican rule ended with the signing of the Treaty of Guadalupe Hildalgo in 1848 when California was ceded to the United States. History of Agua Hedionda and Carlsbad. The project area is located just south of the original boundaries of Rancho Agua Hedionda. Rancho Agua Hedionda originally consisted of 13,311 acres and was granted to Juan María Romualdo Marrón in 1842 by Mexican Governor Juan Bautista Alvarado (Christenson and Sweet 2008). The land had been used for sheep ranching to support Mission San Luis Rey, but following secularization, the rancho was converted to cattle ranching (Christenson and Sweet 2008). One of the main features at the Rancho includes the Marrón adobe, which was restored in the late 1940s (Christenson and Sweet 2008). The City of Carlsbad first began as a train stop and tourist destination when a mineral spring was discovered in the area in 1880s by John Frazier (Sprague-Bentley 2009). Frazier settled just south of Buena Vista Lagoon and, realizing the difficulty of farming without a reliable water supply, started to dig a well. Water was discovered at 245 feet in 1885 and the newly tapped mineral and artisanal well provided water to the Frazier farm and to thirsty railroad passengers stopping at Carlsbad (Carlsbad Historical Society n.d.). The discovery of water increased the land value by 50 percent nearly overnight. A school, general store, and hotels were quickly constructed to allow for new residents and tourists, providing new opportunities for industry and development (Sprague-Bentley 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) 5 2009). The fledgling town, however, faced a dramatic decline in population after the initial boom in the late 1880s. Ed Fletcher formed the Carlsbad Mutual Water Company in 1919 to bring water from the San Luis Rey River and, by the early 1920s, agriculturalists and families had moved to Carlsbad. Floriculture excelled in Carlsbad, thanks to the mild climate and availability of water (Sprague-Bentley 2009). The incoming U.S. Highway 101 in 1928 provided additional opportunities for development in Carlsbad, although much of the surrounding area remained in agriculture for many years. METHODS Research A records search of the study area was performed at the South Coastal Information Center (SCIC), located at San Diego State University, on March 13, 2018. The SCIC provided records of all previous surveys, archaeological sites, subsurface investigations, and all historic resources over 45 years in age that are located within a half-mile radius of the project area. Site records of archaeological sites and bibliographical references for all surveys and investigations within the half-mile search radius were copied. Historic maps and aerial photographs were investigated and the following inventories were examined: National Register of Historic Places, California Register of Historical Resources, California Historical Landmarks, California Historic Properties Directory, and the California Points of Historical Interest. A review of historical maps, aerial photographs, and in-house primary records was completed as part of this study. These sources can indicate the presence of historic-age resources that may be located within the project area. Sacred Lands File Search LSA completed a request for a Sacred Lands File Search from the Native American Heritage Commission (NAHC) in Sacramento, California on March 2, 2018. The Sacred Lands File Search includes an examination of the files at NAHC to determine if any recorded resources are located within the project area. Additionally, the NAHC provides a list of individuals and tribal members that have a cultural affinity to the project area that may have additional information regarding the project area. RESULTS Records Search The results of the search indicate that three previous studies have been completed within the project area in 1980, 2002, and 2007, but the area has not been subjected to a site-specific survey. Twenty-five additional studies have been completed within a half-mile radius of the project area (Table A). A total of 14 previously recorded cultural resources are located within a half-mile radius of the project area, one of which (P-37-00609) is located within the project area (Table B). 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) 6 Table A: Previous Studies within a 0.5-Mile Radius of the Project Area Report No. Author Report Title Date SD-00311 Bull, Charles Prehistoric Lifeways at La Costa North: An Investigation of Archaeological Sites 1978 SD-00386 Bull, Charles and Richard Norwood The Archaeology of Villa La Cumbre: Results of Testing Three Archaeological Sites at Batiquitos Lagoon 1977 SD-00707 Cheever, Dayle Cultural Resources Significance Testing at SDi-6753, SDi-6754, SDi-6819, and SDi-2046: Four Prehistoric Sites Within the Aviaro Development Carlsbad, California 1989 SD-00726 Kaldenberg, Russell L. An Intensive Archaeological Reconnaissance of the La Costa Land Company Property Carlsbad, California 1976 SD-00749 Carrico, Richard, Terri Jacques, and Sandra Day An Archaeological Historical Survey of the Frandsen/Mola Properties, Carlsbad, California 1981 SD-01121 Hector, Susan M. Excavation of Six Sites in La Costa Near Batiquitos Lagoon San Diego County, California 1985 SD-01434 Smith, Brian F. Results of an Evaluation of Cultural Resources Within the Public Storm Drain and Sewer Alignment Murphy and Mitsuuchi Properties 1989 SD-01474 Scientific Resource Surveys, Inc. Cultural Resources Report on the Rancho La Costa Properties Located in the County of San Diego 1982 SD-01984 Westec Services, Inc. Regional Historic Preservation Study 1980 SD-02446 Cheever, Dayle Data Recovery Project For Nine Cultural Resource Sites: Aviara Development 1991 SD-02585 Cheever, Dayle M. Results Of The Pregrade Mechanical Excavation And Mitigation At Sdi-691 Aviara Development, Carlsbad 1992 SD-04340 Carrico, Richard And Jay Thesken An Archaeological Test Program Of The Mola Property, Carlsbad California 1983 SD-04745 Van Bueren, Thad Arch. Assessment For The Batiquitos Lagoon Enhancement Project. San Diego County. 1988 SD-05251 Westec Services Environmental Data Statement San Onofre To Encina 230 kV Transmission Line Addendum No. 3 1979 SD-08567 Westec Services, Inc. Pacific Rim Country Club And Resort Draft Environmental Impact Report 1986 SD-09361 Byrd, Brian F. and Collin O'Neill Archaeological Survey Report for the Phase I Archaeological Survey along Interstate 5 San Diego County, CA 2002 SD-09552 Guerrero, Monica and Gallegos, Dennis Historical/Archaeological Survey for the La Costa Greens Trunk Sewer Replacement Project Carlsbad California 2002 SD-09564 Guerrero, Monica C. and Dennis R. Gallegos Cultural Resource Monitoring Report For The La Costa Greens Trunk Sewer Replacement Project Carlsbad, California 2003 SD-09573 Guerrero, Monica C., Larry Tift, and Dennis R. Gallegos Historical/Archaeological Survey For The La Costa Resort And Spa Project 2003 SD-10129 Eighmey, Jim and John Cook Cultural Resource Inventory of the Leucadia County Water District Reclaimed Water District 2000 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) 7 Table A: Previous Studies within a 0.5-Mile Radius of the Project Area Report No. Author Report Title Date SD-10265 Bonner, Wayne H. and Marnie Aislin-Kay Cultural Resource Records Search Results for Cingular Telecommunications Candidate NS-060-01 (La Costa) 2100 Costa Del Mar Road, Carlsbad, San Diego County, California 2005 SD-11144 Hector, Susan Encina-Penasquitos Transmission Line Records Search 2007 SD-12204 Gardner, Jill Archaeological Monitoring For The SDG&E Encina-Penasquitos 230 kV Transmission Line Project From Carlsbad To Carmel Valley, and Guard Structure Pole Field Checks For The SDG&E Encina-Penasquitos Reconductor Project 2009 SD-12422 Ni Ghabhlain, Sinead and Drew Pallette A Cultural Resources Inventory For The Route Realignment Of The Proposed Pf. Net / AT&T Fiber Optics Conduit Oceanside To San Diego, California 2001 SD-13283 Ruston, Rachel S. Cultural Resources Review And Records Searches For Line 3010 Operations & Maintenance Potholing And Phase I & 2 Pipeline Integrity/ Retrofit Activities 2011 SD-13286 Loftus, Shannon AT&T Site Ns00060 La Costa Resort Lte 2100 Costa Del Mar Road Carlsbad, San Diego County, California 92009 2011 SD-15374 Susan M. Hector Archaeological Survey for Removing 3 Poles: P717992, P717991 and P717990; 4 Anchors and 717’ of Wire, Oceanside, San Diego County, California (SDG&E eTS #29684) 2015 SD-16591 Loftus, Shannon L. Cultural Resource Records Search and Site Survey AT&T Site Ns0060 La Costa Resort Lte 2c 2100 Costa Del Mar Road Carlsbad, San Diego County, California 92009 2016 *Highlighted selection indicates a study within the project area Table B: Previously Recorded Resources within a 0.5-Mile Radius of the Project Area Site Number Type Recorder and Year P-37-000213 (CA-SDI-000213) Prehistoric Treganza (no date) P-37-000608 (CA-SDI-000608) Prehistoric midden and groundstone Warren (1959) Williams (2009) P-37-000609 (CA-SDI-000609) Prehistoric midden and groundstone Warren and Prose (1959) P-37-000610 (CA-SDI-000610) Prehistoric midden, lithics, and groundstone Warren (1959) P-37-000611 (CA-SDI-000611) Prehistoric habitation site, groundstone, lithics Kowta (1959) P-37-000689 (CA-SDI-000689) Prehistoric groundstone and lithics Warren and Warren (1959) P-37-000695 (CA-SDI-000695) Prehistoric lithic scatter Warren and True (1960) P-37-000696 (CA-SDI-000696) Prehistoric midden, groundstone, ceramics Warren and True (1960) P-37-000697 (CA-SDI-000697) Prehistoric groundstone and lithic scatter Warren and True (1960) P-37-000698 (CA-SDI-000698) Prehistoric groundstone and lithic scatter Warren and True (1960) P-37-000699 (CA-SDI-000699) Prehistoric groundstone and lithic scatter Warren and True (1960) P-37-000765 (CA-SDI-000765) Prehistoric groundstone scatter Warren (1960) P-37-006823 (CA-SDI-006823) Prehistoric shell scatter Thesken (1978) Potter (2009) Cordova and Cox (2014) 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) 8 Table B: Previously Recorded Resources within a 0.5-Mile Radius of the Project Area Site Number Type Recorder and Year P-37-006824 (CA-SDI-006824) Prehistoric shell and lithic scatter Thesken (1978) Potter (2009) Cordova and Cox (2014) *Highlighted selection indicates a resource recorded within the project area. Site P-37-00609 (CA-SDI-609) was recorded in 1959 as a deposit of midden, shell, and surface artifacts over at 300-foot by 300-foot area north of Batiquitos Lagoon. The associated artifacts included core tools (lithics) and manos (Warren and Prost 1959). No additional artifacts were recorded. The site is located within the southeastern portion of the project area. A review of historical maps of the area indicated an early structure near the project area in the late 1870s, but the area was largely undeveloped until the mid-1940s (BLM 1883; USGS 1948). El Camino Real appears on early maps from the late 1890s and appears to have had very little modification over the years (USGS 1893; 1968). Sacred Lands File Search LSA received the results of the Sacred Lands File Search from the NAHC on March 5, 2018. The results of the search were negative, indicating that no previously recorded significant Native American resources are on file with the NAHC within the project area. This does not mean the project area is devoid of Native American resources, and further consultation with local affiliated tribes may indicate the presence of significant resources. The NAHC provided a list of individuals affiliated with the project area and is provided as an attachment to this memo report. DISCUSSION AND RECOMMENDATIONS A review of historical maps and aerial photographs did not indicate the potential for historic-age resources within the project area. The existing fire station was constructed in 1969 by the City of Carlsbad. No historical significance evaluation was completed at this time for the existing fire station. The previous studies completed within the project area include a regional study from 1980, an overview Phase I survey along I-5 from 2002, and a records search from 2007 (Westec 1980; Byrd and O’Neill 2002; Hector 2007). From the scope of the previous studies, it appears that the current project area has not been the subject of an intensive cultural resources survey or study. One previously recorded cultural resource (CA-SDI-609) is located within the southeastern portion of the project area. The site was recorded in the late 1950s and included observations of midden soil and lithic artifacts. A current geotechnical report indicated much of the project area is underlain with fill material above the earlier Santiago Formation (Tretinjak and Mansir 2017). However, based on recommendations in the geotechnical report, much of the fill soil will need to be removed to reach competent soil on which to build and install footings. It is likely that native soils will be encountered during this 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) 9 process. The presence or absence of site CA-SDI-609 has not been confirmed in the southeast corner of the project area. No pedestrian survey was conducted at the project site at this time. While the previously disturbed nature of the project area suggests a low likelihood of encountering buried intact cultural deposits, the site has not been subject to an intensive pedestrian survey and a previously recorded cultural resource is located within the project area. As project excavations may extend below fill deposits, archaeological monitoring and monitoring by a representative from the San Luis Rey Band of Mission Indians is recommended during initial ground-disturbing activities at the site that may extend below the depth of the artificial fill soil. These activities may be limited to the excavations of footings that may extend below artificial fill, or deep excavations that have the potential to disturb native sediments. Sincerely, LSA Natalie Brodie, M.A., RPA Associate/Senior Cultural Resources Manager Attachments: References Figure 1 showing Project Area on a USGS 7.5-minute Topographic Map Records Search Summary Letter from South Coastal Information Center Records Search Results-Previously Recorded Cultural Resources (Confidential) Results of Sacred Lands File Search from NAHC 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) 10 REFERENCES Bull, Charles 1983 Shaking the Foundations: The Evidence for San Diego Prehistory. Casual Papers, Cultural Resource Management Center, Department of Anthropology, San Diego State University. Bureau of Land Management 1883 General Land Office Survey, Township 12 South, Range 4 West, San Bernardino Base Meridian. https://glorecords.blm.gov/default.aspx. Accessed March 16, 2018. Byrd, Brian and Collin O’Neill 2002 Archaeological Survey Report for the Phase I Archaeological Survey along Interstate 5 San Diego County, California. Report on file at the South Coastal Information Center, San Diego State University. Carlsbad Historical Society n.d. History of Carlsbad. www.carlsbadhistoricalsociety.com. Accessed July 5, 2012. Christenson, Lynne N., and Ellen L. Sweet 2008 Images of America: Ranchos of San Diego County. Arcadia Press, Charleston, North Carolina. Ezell, Paul 1987 “The Harris Site—An Atypical San Dieguito Site or am I beating a Dead Horse?” In San Dieguito–La Jolla: Chronology and Controversy, edited by Dennis Gallegos, pp. 15–22. San Diego Archaeological Society Research Paper No. 1. San Diego. Hector, Susan 2007 Encina-Penasquitos Transmission Line Records Search. Report on file at the South Coastal Information Center, San Diego State University. Kroeber, A.L. 1925 The Handbook of Indians of California. Bureau of American Ethnology Bulletin 78. Smithsonian Institute, Washington. Reprinted in 1976 by Drover Publications, New York. Moriarty, James R., III 1966 Culture Phase Divisions Suggested by Typological Change Coordinated with Stratigraphically Controlled Radiocarbon Dating at San Diego. Canadian Journal of Anthropology. Moratto, M.J. 2004 California Archaeology. Academic Press, Inc. San Diego, California. Norris, Robert M., and Robert W. Webb 1990 Geology of California. Second Edition. John Wiley and Sons, Inc. New York. 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) 11 Sprague-Bentley, Jeannie 2009 Images of America: Carlsbad. Arcadia Press, Charleston, North Carolina. Tretinjak, Christina and Kenneth H. Mansir 2017 Geotechnical Evaluation, Fire Station No. 2, 1906 Arenal Road, Carlsbad, California. Prepared by Ninyo & Moore for Domusstudio Architecture. Report on file at LSA Carlsbad. United States Geological Survey 1893 Oceanside, California. 1:62,500 scale quadrangle map. United States Geological Survey, Reston, Virginia. 1948 Encinitas, California. 1:24,000 scale quadrangle map. United States Geological Survey, Reston, Virginia. 1968 Encinitas, California. 1:24,000 scale quadrangle map. United States Geological Survey, Reston, Virginia. Warren, Claude N., Gretchen Siegler, and Frank Dittmer 1993 Paleoindian and Early Archaic Periods. An Historic Properties Background Study for the City of San Diego Clean Water Program. Warren, Claude N. and J. Prost 1959 Department of Parks and Recreation Site Record, CA-SDI-609. Record on file at the South Coastal Information Center, San Diego State University. Westec Services, Inc. 1980 Regional Historic Preservation Study. Report on file at the South Coastal Information Center, San Diego State University. Project Area SOURCE: USGS 7.5' Quad. (Encinitas, 1975) I:\BUM1802\GIS\ProjLoc.mxd (3/19/2018) FIGURE 1 BUM1802 - Carlsbad Fire Station No. 2 Project Location 0 1000 2000 FEET LEGEND Project Area San DiegoCounty ÃÃ56 ÃÃ78 ÃÃ76 Project Location §¨¦805 §¨¦15 §¨¦5 Project Vicinity 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) 13 RESULTS SUMMARY OF RECORDS SEARCH SOUTH COASTAL INFORMATION CENTER South Coastal Information CenterSan Diego State University5500 Campanile DriveSan Diego, CA 92182-5320Office: (619) 594-5682www.scic.orgnick@scic.org Company:LSA Company Representative:Natalie Brodie Date Processed:3/13/2018 Project Identification:BUM1802 Carlsbad Fire Station No. 2 Search Radius:1/2 mile Historical Resources:YES Previous Survey Report Boundaries:YES Historic Maps:YES Historic Addresses:YES Hours:1 RUSH:no Trinomial and Primary site maps have been reviewed. All sites within the project boundaries and the specified radius of the project area have been plotted. Copies of the site record forms have been included for all recorded sites. Project boundary maps have been reviewed. National Archaeological Database (NADB) citations for reports within the project boundaries and within the specified radius of the project area have been included. The historic maps on file at the South Coastal Information Center have been reviewed, and copies have been included. A map and database of historic properties (formerly Geofinder) has been included. CALIFORNIA HISTORICAL RESOURCES INFORMATION SYSTEMRECORDS SEARCH Quads:1 Aerial Photos:0 Summary of SHRC Approved CHRIS IC Records Search Elements Address-Mapped Shapes:no Digital Database Records:0 Spatial Features:42 PDFs:Yes PDF Pages:33 RSID:2463 This is not an invoice. Please pay from the monthly billing statement 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) 15 RECORDS SEARCH RESULTS PREVIOUSLY RECORDED CULTURAL RESOURCES (CONFIDENTIAL) 5/10/18 (\\cbd10\Projects\BUM1802 - CBAD Fire Station No. 2\Report\BUM1802_ArchMemoReportRVSD.docx) 17 RESULTS OF THE SACRED LANDS FILE SEARCH NATIVE AMERICAN HERITAGE COMMISSION ARENAL R D EL CAMINO REALESTRELLA DE MAR RDPLAYARDLOTUS CTMANZANITA STDURA NG OCRCORTE QUINTA MAR CUP 2018-0014 / SUP 2019-0009 V 2018-0007 (PUB 2018-0010) Fire Station No. 2SITE MAP J SITE E L C AMINO RE A LLA COSTA AV A L G A R DCARLSBAD B L ATTACHMENT 4 DOVE LN AVIARA PYMIMOSAD REL CAMINO REALALGA RD POINS E T T IA L N PRIVATE RD B R ASSPLQUAIL P L ORIOLE C T S K IMMER CT MOO R HENPLPRI VATEST CANNAS CTBLUEORCHID LN P R IVAT E DY SANDPIPER PLSWALLOW L N MARCASITEPLCOTTONWOOD AV FELDSPAR PLBRANT LN LOBELIA C T CUP 2019-0034 / CDP 2019-0030 FIRE STATION 2 TEMPORARY LOCATION SITE MAP J SITE E L C AMINO RE A LLA COSTA AV A L G A R DCARLSBAD B L POINSETT I A L N ATTACHMENT 5 C.B.C. Table 601Building ElementTYPE ITYPE IITYPE IIITYPE IVTYPE VAPrimary Structural Frame (g)Bearing WallsExteriorInteriorNonbearing walls and partitions- exteriorNonbearing walls and partitions- interiorFloor construction - includingsupporting beams and joistsRoof construction - including supporting beams and joistsSEE TABLE 602Fire Resistance Rating Requirements for Building Elements (In hours)BA(d) B A(d) BHTA(d)B3(a) 2(a)1 0 1 0HT1033(a)22(a)1100212021/HT11000 0 0 0 0 0SEE SEC602.4.6002 2 1 0 1 0HT1 01-1/2(b)1(b,c)1(b,c)0(c)1(b,c)0HT1(b,c)0a. Roof supports: Fire-resistance ratings of structural frame and bearing walls are permitted to bereduced by 1 hour where supporting a roof only. The structural frame shall be considered to bethe columns and girders, beams, trusses and spandrels having direct connections to thecolumns and bracing members designed to carry gravity loads. The members of floor and roofpanels which have no connection to the columns shall be considered secondary members andnot part of the structural frame.b. Except in high rise buildings, Group A,E,F-1,H,I,L,M,R-1,R-2 and S-2 occupancies, fire rotectionof structural members shall no be required, including protection of roof framing and deckingwhere every part of the roof construction is 20 feet or more above any floor immediately below.Fire-retardant treated wood members shall be allowed to be used for such unprotectedmembers.c. In all occupancies, heavy timber shall be alowed where a 1 hour or less fire-resistance rating isrequired.d. An approved automatic sprinkler system is accordance with Section 903.3.1.1 shall be allowedto be substituted for 1 hour fire-resistance rated construction, provided such system is nototherwise required by other provisions of the code or used for an allowable area increase inaccordance with Section 506.3 or an allowable height increase in accordance with Section504.2. The 1 hour substitution for the fire-resistance of exterior walls shall not be permitted.e. Not less than the fire-resistance rating required by other sections of this code.f. Not less than the fire-resistance rating based on fire separation distance (see Table 602)g. Not less than the fire-resistance rating as referenced in Section 704.100 < 3'Unprotected, Non-SprinkleredMaximum Area of Exterior Wall Openings C.B.C. Table 705.8Unprotected, Non-SprinkleredProtectedClassificationof Opening3' < 5' 5' < 10' 10' < 15' 15' < 20' 20' < 25' 25' < 30' < 30'NotPermitedNotPermitedNotPermitedNotPermitedNoLimitNotRequiredNotRequiredNoLimitNoLimitNoLimitNoLimit70%45%25%15%10%15% 25% 45% 75%75%45%25%15%La Costa Ave.Batiquitos Dr.Aviara PkwyAlga Rd.Arenal Rd.El Camino RealCarlsbad Fire Station No.21906 Arenal Rd.Carlsbad, CA 92009Vicinity Map5d2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Title SheetA000172009.27.2017Fire Station No. 21906 Arenal RoadCarlsbad, CA 92009New Fire StationProject TeamOwner: City of CarlsbadPublic Works Department1635 Faraday Carlsbad, CA 92008760-602-7543Contact: Steven Stewartsteven.stewart@carlsbadca.govArchitect:domusstudio architecture2150 W Washington, Suite 303San Diego, CA 92110619.692.9393 x15Contact: Wayne Holtanwayne.holtan@domusstudio.comCivil Engineer:Snipes-Dye Associates8348 Center Drive Suite GLa Mesa, CA 91942619.697.9234Contact: Matthew Kurtzmatt@snipesdye.comStructural Engineer:Structural Engineering Solutions45901 Sandla CreekTemecula, CA 92590951.699.2666Contact: Paul Featherpfeather@SE-Solutions.netMechanical Engineer:Syska Hennessy Group401 West A Street, Suite 1850San Diego, CA 92101858.244.0362Robert Fagnantrfagnant@syska.comElectrical Engineer:Syska Hennessy Group401 West A Street, Suite 1850San Diego, CA 92101858.244.0362Robert Fagnantrfagnant@syska.comLandscape Architect:Deneen Powell Atelier, Inc.2305 El Cajon Blvd.San Diego, CA 92104619.294.9042Contact: Jon Powelljon@dpadesign.comGeotechnical Engineer/Surveyor:Ninyo & Moore5710 Ruffin RoadSan Diego, CA 92123858.576.1000Contact: Christina Tretinjakctretinjak@ninyoandmoore.comTraffic:STC Traffic, Inc.5865 Avenida Encinas 142 BCarlsbad, CA 92008Contact: Dawn Wilsondawn.wilson@STCTraffic.comSheet Index Total SheetsProject Data: (Planning)Project Description:Demolition of existing fire station for construction of new and modernized fire station.Owner:City of Carlsbad1635 Faraday Carlsbad, CA 92008Project Manager: Steven Stewart, Municipal Project Manager760-602-7543Project Address:1906 Arenal Rd.Carlsbad, CA 92009Historic:NoAssessor's Parcel No.:215-140-1900Legal Description:__Existing Use:Fire StationProposed Use:Fire StationApprovals:CUP/SUP/VLot Site:0.42 Acres / 18,295 SFSanitation District:Leucadia Wastewater DistrictWater District:Carlsbad Municipal Water DistrictUtilities:City of Carlsbad Public WorksSchool District:Unified School DistrictPercentage of lot to be landscaped:28% of site (6,798 SF)Zoning:Zone:R-1General Plan UseR-4Lot ClassificationThe Project site is designated as R-4 in the City of Carlsbad General Plan Land Use Map, an area intended to be developed with 0 to 4 dwelling units per acre. It is zoned as one family residential (R-1). Total Number of Lots1Required Setbacks:20 ft. FrontProposed Setbacks:3' 4" ft. Front7 ft. Side(Interior)6 in. Side10 ft. Side (Street)0 ft. Street Side20 ft. Rear20 ft. RearHeight:30/24 Allowable / 32 ActualParking:Existing Parking:Public 0Private 3To be Demolished:(3)To be Added: Public 3 (1EV + 1 Van Accessible EV)Private 9 (parallel spaces)Total Provided:11 Traffic:There will be no inclreased traffic generated from this project.Grading:Cut: 76 cubic yardsFill: 311 cubic yardsImport: 235 cubic yardsExport:Project Data: (Building)Existing Occupancy:B Proposed Occupancy:BExisting Construction Type:V-B Non-Separated Occupancies (Non-Sprinklered)Proposed Construction Type:V-B Non-Separated Occupancies (Sprinklered)Allowable Area:B27,000 SFR-221,000 SFS-254,000 SFActual Bldg Area:B881 SFR-24,619 SFS-25,282 SFAa = 102,000 + (NS x If)At =102,000 (CBC Table 506.2)(Sprinkler is notbeing used for story increase)Actual Net Area:Building:10,782 SFTrash Enclosure:163 SFTotal:10,945 SF CMC Requirements:Allowable Height:30'-0" (3:12 Roof Pitch)/24'-0" (less thatn 3:12 Roof Pitch)Actual Height:32 '-0" Allowable Stories: 2 (CMC 21.10.050)Actual Stories:2CBC Requirements:Allowable Height:60' -0" Withoutarea increase (CBC Table 504.3)Actual Height:32 '-0" Allowable Stories: 3 Withoutarea increase (CBC Table 504.4)Actual Stories:2Exterior Wall Ratings(Table 602):Type VB: 1 hour less than 10 ft./ NR elsewhere for S-2 and B occ.Paving (See Exhibits on C003):Existing Impervious:9,953 SFProposed Impervious:Building Footprint:5,260 SFDriveway:1,200 SFProposed Pervious:7,976 SFArchitecturalA001 Site PlanA002 Enlarged Site PlanA003 Bus Stop RelocationA004 Site Wall ElevationsA005 Site Wall ElevationsA006 Site DetailsA007 Street + Utilities - ExistingUtilitiesA101 First Floor PlanA102 Second Floor PlanA103 Roof PlanA104 First Floor Reflected CeilingPlansA105 Second Floor ReflectedCeiling PlanA201 Building ElevationsA202 Building ElevationsA301 Building SectionsA302 Site SectionA401 Rendering24C001Conceptual Grading PlanC002Conceptual Grading PlanC003Predevelopment and Post-Development DMA ExhibitsCivilT001Conceptual Traffic PlanT002Corner Sight DistanceTraffic L-1Landscape Concept PlanLandscapeA000 Title SheetTitleS001Structural Notes and AbbreviationsS002Typical Structural Details and Wall SectionsStructural ATTACHMENT 6 C001 CONCEPTUAL GRADING PLANTeam Project No. Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design CUP/SUP/V Submittal CUP/SUP/V Resubmittal CUP/SUP/V Resubmittal 06Apr2018 20July2018 05Feb2019 25Mar2019Carlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 920091720 civil engineers and land surveyors Snipes-Dye associates CUP 2018-0014 SUP 2018-0009 V 2018-0007 ± C002 CONCEPTUAL GRADING PLAN& NOTESTeam Project No. Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design CUP/SUP/V Submittal CUP/SUP/V Resubmittal CUP/SUP/V Resubmittal 06Apr2018 20July2018 05Feb2019 25Mar2019Carlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 920091720 civil engineers and land surveyors Snipes-Dye associates ” ” ” ”   CUP 2018-0014 SUP 2018-0009 V 2018-0007 C003 PRE-DEVELOPMENT ANDPOST-DEVELOPMENT/DMA EXHIBITSTeam Project No. Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design CUP/SUP/V Submittal CUP/SUP/V Resubmittal CUP/SUP/V Resubmittal 06Apr2018 20July2018 05Feb2019 25Mar2019Carlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 920091720 civil engineers and land surveyors Snipes-Dye associates CUP 2018-0014 SUP 2018-0009 V 2018-0007 TeamProject No.Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT 100% Schematic DesignCUP Submittal06Apr201820July2018Carlsbad Fire Station #2 1906 Arenal Rd.Carlsbad, CA 92009 1720NETASTF OACOFLI R AI S. MAR K VANBIBBERExp. 9/30/20RTSUCTURA LNo. 5314R LOSORFESITIEGS D E ER P NAGIERENEN1870 Cordell CourtSuite 202El Cajon, CA 92020tel 619 312 6336aarkengineering.comStructural Notes and AbbreviationsS001 CUP 2018-0014SUP 2018-0009V 2018-0007 9'' MIN5''4''BAR SIZELAP SPLICE LENGTH"L" (INCHES)SPCG "S"(INCHES)BAR SIZELAP SPLICE LENGTH"L" (INCHES)SPCG "S"(INCHES)TeamProject No.Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT 100% Schematic DesignCUP Submittal06Apr201820July2018Carlsbad Fire Station #2 1906 Arenal Rd.Carlsbad, CA 92009 1720NETASTFOACOFLI R AI S . MAR K VANBIBBERExp. 9/30/20RTSUCTURA LNo. 5314R LOSORFESITIEGS D E ER P NAGIERENEN1870 Cordell CourtSuite 202El Cajon, CA 92020tel 619 312 6336aarkengineering.comTypical Structural Details and Wall SectionS002 CUP 2018-0014SUP 2018-0009V 2018-0007 TRANSPORTATION DEPARTMENTIMPROVEMENT PLAN FOR:11TRAFFIC SIGNAL MODIFICATION PLANEL CAMINO REAL & ARENAL RDTRAFFICCUP 2018-0014SUP 2018-0009V 2018-0007 C001CARLSBAD FIRE STATION #2 - LINE OF SIGHT EXHIBITTeamProject No.Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT 100% Schematic DesignCUP Submittal06Apr201820July2018Carlsbad Fire Station #2 1906 Arenal Rd.Carlsbad, CA 92009 1720TRAFFIC 909585 8585 8085 95GP GPEL CAMINO REALARE N A L R O A D E STRE L LA D E MAR RD . PROPOSED FIRE STATION EXISTING HOME EXISTING HOME EXISTING HOME TYP TYP TYP EX EX 12" 30"25'-0"25'- 0 " VISIBILITY AREA (NO LANDSCAPE ELEMENTS OVER 30" IN HEIGHT WITHIN THIS ZONE )SIGHT TRIANGLE 80 SCALE: 1/16" = 1'-0" 16 32 NORTH 2150 West Washington, Suite 303 San Diego, California 92110 Team Project No. Drawing No.Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHTQ:\9.0 User Folders\amanda.rooney\My Documents\Carlsbad FS2-Arch(2018)_amanda.rooneyVZP6M.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Landscape Concept PlanL-1 XXXX03/09/1817-017 d s aomustudio rchitecture 100% Schematic Design 06Apr2018 CUP/SUP/Submittal 20July2018 CUP/SUP/Resubmittal 13Feb2019 CUP/SUP/Resubmittal 25Mar2019 PLANTING NOTES 1. ALL SHRUB BEDS ARE TO BE MULCHED WITH A MINIMUM OF 3" OF WOOD CHIPS OR DECORATIVE GRAVEL AFTER PLANTING. 2. ALL TREES PLANTED WITHIN 5' OF PAVING ARE TO HAVE LINEAR ROOT BARRIERS PLACED AT THE EDGE OF PAVING AND EXTENDING 6' MINIMUM EACH SIDE OF THE CENTER OF THE TREE. 3. NO TREES OR SHRUBS EXCEEDING THREE FEET IN HEIGHT AT MATURITY SHALL BE INSTALLED WITHIN TEN FEET OF ANY WATER AND SEWER FACILITIES. THIS PLAN IS CONCEPTUAL AND SCHEMATIC IN NATURE ONLY. IT IS NOT INTENDED TO BE A FINAL CONSTRUCTION PLAN. THIS PLAN DOES NOT SHOW FINAL CONSTRUCTION DETAILS. STRUCTURAL OR DRAINAGE REQUIREMENTS, FINAL PLANTING LOCATIONS, OR IRRIGATION DESIGN. ADDITIONAL DETAIL MUST BE DEVELOPED IN THESE AREAS PRIOR TO CONSTRUCTION. DPA INC. ASSUMES NO LIABILITY FOR CONSTRUCTION PURSUANT TO THIS PLAN. HARDSCAPE LEGEND 1 CURB RAMP-PER CIVIL ENGINEER 2 EXISTING UTILITY BOX TO REMAIN 3 EXISTING TRAFFIC BOX TO REMAIN 4 CONCRETE DRIVEWAY-PER CIVIL ENGINEER 5 PERMEABLE DRIVE PAVERS 6 TREE GRATE 7 STEEL BOLLARD 8 CONCRETE WALK - NATURAL GREY, ACID WASH FINISH 9 CONCRETE RAMP 10 6' STEEL FENCE 11 SLIDE GATE-PER ARCHITECT 12 GATE-PER ARCHITECT 13 3" DEEP GRAVEL MULCH 14 RETAINING WALL-PER CIVIL ENGINEER 15 TRASH ENCLOSURE-PER ARCHITECT 16 FLAG POLE 17 RAMP HANDRAIL 18 TACTILE WARNING PAVERS 19 ASPHALT PAVEMENT-PER CIVIL ENGINEER 20 EXISTING WATER METER TO REMAIN 21 EMERGENCY GENERATOR ENCLOSURE 22 EXISTING CHAIN LINE FENCE TO REMAIN 23 EXISTING WOOD FENCE TO REMAIN 24 6' CHAIN LINK FENCE-MATCH ADJACENT EX. FENCE PLANT LEGEND BOTANICAL NAME COMMON NAME SIZE SPACING EXISTING TREES TO BE REMOVED A MATURE PINE PER PLAN PROPOSED PLANTING TREES B CASSIA LEPTOPHYLLA GOLD MEDALLION TREE 24" BOX AS SHOWN N PARKINSONIA ACULEATA MEXICAN PALO VERDE 24" BOX AS SHOWN SHRUBS & GROUND COVERS C AGAVE AMERICANA CENTURY PLANT 5 GAL. AS SHOWN D AGAVE ATTENUATA 'KARA'S STRIPES' VARIEGATED FOXTAIL AGAVE 5 GAL. 2'-3" O.C. E AGAVE FILIFERA THREAD-LEAF AGAVE 5 GAL. AS SHOWN F MUHLENBERGIA CAPILLARIS HAIRY AWN MUHLY 5 GAL. 3' O.C. G NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 1 GAL. 18" O.C. H SALVIA LEUCANTHA 'SANTA BARBARA' SANTA BARBARA SAGE 5 GAL. 3' O.C. I PHORMIUM 'BLACK RAGE' NEW ZEALAND FLAX 5 GAL. 2'-6" O.C. J SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS 12" O.C K MYRICA CALIFORNICA PACIFIC WAX MYRTLE 5 GAL. AS SHOWN L AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. 18" O.C M HARDENBERGIA VIOLACEA HARDENBERGIA 5 GAL AS SHOWN I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD’S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. _______________________________________________ JON POWELL, REGISTERED LANDSCAPE ARCHITECT CA. #2645 WATER CONSERVATION NOTES 1. ALL AREAS SHOWN TO BE PLANTED WILL BE IRRIGATED WITH A FULLY AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. THIS SYSTEM WILL USE LOW GALLONAGE, LOW PRECIPITATION RATE SPRAY HEADS, ALONG WITH BUBBLER HEADS IN SMALLER AREAS AND DRIP EMITTERS FOR POTTED PLANTS. HEADS WILL BE GROUPED INTO ZONES BASED ON EXPOSURE AND PLANT TYPES. AUTOMATIC VALVES WILL CONTROL THE FLOW OF WATER TO EACH ZONE. 2. THE SYSTEM WILL BE CONNECTED TO THE DOMESTIC WATER SUPPLY THROUGH AN APPROVED REDUCED PRESSURE BACKFLOW PREVENTER. 3. AN AUTOMATIC RAIN SENSING OVER-RIDE WILL BE CONNECTED TO THE CONTROLLER. 4. INDIVIDUAL HEADS AND ZONES WILL BE ADJUSTED TO MINIMIZE OVERSPRAY ONTO BUILDINGS, WALLS, WALKS AND PAVEMENTS. THE SYSTEM WILL ALSO BE PROGRAMMED TO BE RESPONSIVE TO SEASONAL PLANT NEEDS. 5. NO LAWN IS PROPOSED FOR THIS PROJECT. ALL PROPOSED SHRUBS & GROUNDCOVERS ARE DROUGHT TOLERANT 6. ALL PROPOSED PLANTS ARE FROM A MEDITERRANEAN TYPE PLANT PALETTE, AND ARE ADAPTED TO THE CARLSBAD CLIMATE. 7. ALL PROPOSED SHRUB AND GROUND COVER AREAS ARE TO RECEIVE 3" OF WOOD CHIP MULCH FOLLOWING PLANTING EXCEPT WHERE STONE MULCH IS PROPOSED MAINTENANCE NOTE ALL REQUIRED LANDSCAPE, INCLUDING THE R.O.W., SHOWN ON THESE PLANS SHALL BE MAINTAINED IN A DISEASE, WEED AND LITTER FREE CONDITION AT ALL TIMES BY THE CITY OF CARLSBAD MAWA = Maximum Applied Water Allowance Eto X Cco X LA X Const = MAWA Where Eto = Reference Evapotranspiration (CIMIS) Cco = Crop Coefficient (100% for MAWA calculation)LA = Landscape AreaConst = Constant to convert to gallons per year (GPY) GPY = Gallons Per Year P.O.C. "A" 42.9 X 1 X 4,110 X 0.62 =109,318 GPY 0.3355 AC.FT/YR. EWU = Maximum Applied Water Allowance Eto X Cco X LA X Const = MAWA Where Eto = Reference Evapotranspiration (CIMIS) Cco = Crop Coefficient (100% for MAWA calculation)LA = Landscape AreaConst = Constant to convert to gallons per year (GPY) GPY = Gallons Per Year P.O.C. "A" TURF 42.9 X 0.8 X 0 X 0.62 =0 GPY 0.0000 AC.FT/YR. 0.62 SHRUB & GC 42.9 X 0.2 X 4,110 X 0.62 =35,264 GPY 0.1082 AC.FT/YR. 0.62 35,264 GPY 0.1082 AC.FT/YR. A A B B B B CTYP. DTYP. E F GTYP. G G H G G H ITYP. N J GM 1 8 2 8 4 4 5 5 6 TYP. 6 TYP. 7 8 4 10 18 11 12 12 13 14 14 14 14 14 15 16 17 9 EXISTING PLANTING TO REMAIN EXISTING PLANTING TO REMAIN 18 B G J 13 3 4 20 5 7 7 11 12 19 5 13 TYP. TYP. 7 TYP. 21 23 23 REMOVE ALL EXISTING PLANTING (EXCEPT TREES) IN AREA BETWEEN EXISTING CHAIN LINK & WOOD FENCE WOOD CHIP MULCH TO REMAIN BETWEEN CURB & EXISTING CHAIN LINK FENCE 22 24 22 H K K L L K K 30" 48" x K E E PCLEAR KEEPCLEAREl Camino RealArenal RoadE s tre lla D e M ar R d .Fire Fighter ParkingProposed Fire Station215-140-1900Type VBFully SprinkleredFF Slab: 85.411,779 SF Proposed Trash Enclosure163 SFExisting HomeExisting Garage134Fire Station to Home48' - 5"120Trash Enclosure to Home37' - 2"Fire Station to Home48' - 8"56373' - 0"3 2 ' - 5 "157' - 5"1 3 0 ' - 0"62' - 3"175' - 10"140Existing bus stopTYP71TYP79Existing HomeExisting Home7373SDGE Access to Electrical Room1A3023A30215Minimum Fire Engine interior Turning RadiusTYP8051Lot Area: 0.56 Acres/24,500 SF94' - 4"565757565856565659601st Floor 2nd Floor Setback20' - 0"Setback10' - 0"Setback20' - 0"RearyardSideyard Setback6' - 3"3' - 4"Setback LineProperty LineProperty Line Property LineProperty LineP ro p e rty L in e Property Line a. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for roomscategorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trashenclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications.i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressedflammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons,hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable tothis commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General InformationExterior Permeable Brick PaversLegendPermeable ConcreteAsphaltLandscapeProperty LineMature Tree, see landscapeAssorted Planting, see landscapeSite Accessible Path of TravelSet back Lined2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Site PlanA001172009.27.2017Notes15 Stop sign, see traffic51 (E) NCTD Bus Stop Location, to be relocated on other side of Arenal Seee 2/A00156 (E) +/- 30' Aleppo Pine to remain57 (E) +/- 20' Melaleuca to remain58 (E) +/- 20' Aleppo pine to be removed59 (E) +/- 20' Bamboo to remain - On neighboring property60 (E) +/- 35' Palm Tree to remain - on neighboring Property71 Tree and tree Grate, See Landscape73 Keep Clear Striping, see traffic79 Concrete Curb80 Concrete Gutter120 Asphalt driveway, see civil134 Traffic light location140 Street light, see electrical1" = 20'-0"1Site Plan1" = 10'-0"Enlarged Site Plan Legend 2A2021A2023A2014A201Proposed Fire StationStaff Parking 1 S taff P ark ing 2S taff P a rkin g 3S ta ff P a rkin g 4 S ta ff P a rkin g 5 S ta ff P a rkin g 6 Staff Parking7Staff Parking9Staff Parking8A0023124126TYP128127El Camino RealArenal Road118Type V-BFully SprinkleredTYP136135135TYP81513311234348.27.5359' - 0"2 4 ' - 0" T yp .9' - 0" Typ.9' - 0"9' - 0"9' - 0"8' - 0"9' - 0"18' - 0"524.54.718' - 0"Proposed Tras h Enclosure Outdoor employee seating area provided, see sheet A1015' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"139123299------1A0064A0063A0065A006Existing Wood FenceExisting Site WallNew Site WallNew Site WallExisting Site WallExisting Vinyl Site FenceNew Site WallExisting Site Wall with Wood Fence on top1st Floor 2nd Floor New wrought Iron Site FenceNew wrought Iron Site FenceNew wrought Iron Site FenceNew Site Wall1A0042A 004 3A0044A0047A0055A0056 A 00 58A005Setback LineProperty LineElectric TransformerBack up GeneratorSetback10' - 0"Setback6' - 3"Setback20' - 0"Rearyard Setback20' - 0"Property LineP ro p erty L in e Property LineProperty Line 5 ' - 2 "8 ' - 8 "783A006Exterior Permeable Brick PaversLegendPermeable ConcreteAsphaltLandscapeProperty LineMature Tree, see landscapeAssorted Planting, see landscapeSite Accessible Path of TravelSet back Lined2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Enlarged Site PlanA002172003/06/181" = 10'-0"1Enlarged Site PlanNotes34 36" Detectable Warning35 Van accessible parking signage mounted 60" min. above grade52 (E) Cabinet for traffic signal on concrete pad78 Recycling Dumpster112 Trench Drain, see civil118 Flag Pole123 Permeable concrete pedestrian sidewalk124 Outline of second story above126 Public accessible parking with van access aisle127 EV Public Parking128 Wheel Stop133 Back up generator on pad, see electrical135 Gate Operator136 EV charging station, See Electrical139 Storm drain inlet, see civil299 Rolling vehicular gate815 Wall mounted site lighting, see electrical1/8" = 1'-0"3Trash Enclosure Plan Arenal RoadProposed bus stop relocation1' - 6"8' - 0"9' - 0"1' - 6"Area of WorkProtect existing curb and gutter in place, patch and repair as requiredProtect existing sidewalk in placeProtect (E) sidewalk in placeNew concrete sidewalk and pad per NCTD Bench Bus Stop StandardsC.J.S.J.S.J.Bench and trash receptacle provided by NCTD5' - 0" 3' - 0" 1' - 6"Bus Stop Sign provided by NCTD5' - 0" 6' - 0"1' - 6"VIF± 30' - 0"El Camino RealOmni Resort Sign20' - 6"d2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Bus Stop RelocationA003172010/03/181/8" = 1'-0"1Proposed Bus Stop Relocation Level 10' - 0"Level 10' - 0"Property closest to ArenalFG: 84.70FG: 81.30Trash EnclosurePad Height: 82.188' - 5"FS Pad Height: 85.40TW: 91.073A0063' - 4"TW: 91.077' - 4"TW: 87.741' - 6"FG: 82.84Max6' - 0"7' - 6"Level 10' - 0"Level 10' - 0"4A0065A006North PropertyCenter PropertyPad Height: 85.40FG: 89.205' - 4"FG: 86.81FG: 86.36FG: 85.61FG: 84.707' - 10"6' - 10"6' - 2"TW: 94.57TW: 92.57TW: 92.572' - 0"7' - 9"TW: 94.571' - 6"TW: 92.57Level 10' - 0"Level 10' - 0"ADBC1A006FG: 85.40Max6' - 0"Max6' - 0"6' - 0"FG: 91.09Max6' - 0" Typ.Top of Fence: 97.268" Typ. StepTW: 93.40TW: 94.73Max6' - 0"Max6' - 0"max6' - 0"Max6' - 0"TW: 91.40TW: 92.07TW: 92.73TW: 94.07FG: 88.73FG: 89.20FG: 87.50FG: 86.73FG: 86.07FG: 88.07FG: 88.50FG: 89.20North Property6' Wrought Iron Fence Top of Fence 95.12Max6' - 0"31247658d2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Site Wall ElevationsA004172010/14/181/8" = 1'-0"1Site Wall Elevation 11/8" = 1'-0"2Site Wall Elevation 21/8" = 1'-0"3Site Wall & Fence Elevation 31/8" = 1'-0"4Site Fence Elevation 4 Level 10' - 0"Level 10' - 0"FG: 89.096'-0" Wrought Iron Fence on Concrete Curb6' - 0"6' - 0"Vehicular sliding gate from fire station to El Camino RealTransformerGeneratorTW: 93.40TW: 92.73TW: 92.07TW: 91.40FG: 85.406' - 0"6' - 0"6' - 8"7' - 4"8' - 0"9' - 4"312476582' - 6"Assumed Neighbor's grade based on top of retaining wall. Actual Neighbors grade out of the scope of work and not recorded on the site surveyAssumed FG: 85.241' - 6"6' Max5' - 10"Assumed FG: 86.93TW: 90.91TW: 92.41Dashed line represents neighbor's existing fenceProperty closest to ArenalArenalAssumed Neighbor's grade based on top of retaining wall. Actual Neighbors grade out of the scope of work and not recorded on the site survey6' Max5' - 8"3' - 4"North PropertyCenter PropertyAssumed Neighbor's grade based on top of retaining wall. Actual Neighbors grade out of the scope of work and not recorded on the site surveyFire Station BeyondDashed line represents the existing 5' Vinyl Fence based off of assumed finish grade on neighbors FG: 86.91TW: 92.57TW: 94.576'-0" MAX5' - 8"6'-0" MAX5' - 6"Dashed line to represent neighbor's existing 6' Wood Fence Assumed Neighbor's grade based on top of retaining wall. Actual Neighbors grade out of the scope of work and not recorded on the site survey2' - 0"6' Max5' - 8"Assumed FG: 89.06Max6' - 0"FG: 81.64Top of Fence 87.91TW: 87.74FG: 85.41TW: 91.40Top of Fence 91.40Top of Fence 90.75Top of Fence 90.50Wrought Iron Man Gate6' Wrought Iron Telescopic Sliding Vehicular Gate85.2884.50FG: 81.75Fire StationNeighbor's PropertyMax6' - 0" Typ.Max6' - 0"Neighbor's (E) wall/fence9' - 4"d2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Site Wall ElevationsA005172011/15/181/8" = 1'-0"7Site Wall& Fence Elevation 71/8" = 1'-0"5Site Wall Elevation 51/8" = 1'-0"6Site Wall Elevation 61/8" = 1'-0"8Site Wall and Fence Elevation 8El Camino Real Beyond Level 10' - 0"Fire Station No. 2El Camino RealProperty Line6' - 0"GeneratorFire Station Pad (85.4)9' - 0"Generator PadGravelTW: 94.73FG: 88.7385.40Level 10' - 0"Fire Station No. 2Adjacent PropertyProperty LineNew Site WallFooting to remain on Fire Station Property, see civilFire Station Pad (85.4)Neighbor's (E) 5' Vinyl Fence(E) site wall(E) Footing assumed to be on neighbor's propertyDrainboard, see civilRebar, See CivilAssumed FG: 86.976' Max5' - 8"FG: 84.767' - 10"2" CMU Cap Block(E)Bamboo6"TW: 92.57Level 10' - 0"5' - 8"Fire Station Pad (85.4)Trash EnclosureFire Station No. 2Adjacent PropertyProperty Line6"Neighbor's (E) 6' Fence Stacked on Site WallSite wall/Back of Trash Enclosure, see civilTrash Enclosure RoofFooting to remain on fire station property, see civilTrash Enclosure Height not to exceed the height of the adjacent neighbor's fenceDrainboard, see civilRebar, see civil(E) Site wallFooting assumed to be on neighbor's propertyAssumed FG: 85.24FG: 82.182" Cap BlockTW: 87.742' - 6"Level 10' - 0"Fire Station No. 2Adjacent Property7' - 0"Site WallProperty LineFooting to remain on Fire Station Property, see civilFire Station Pad (85.4)Footing assumed to be on neighbor's propertyRebar, see civilNeighbor's (E) 6' Wood Fence(E) Site WallDrainboard, see civilFG: 89.07FG: 87.606'6"2" CMU Cap Block6' Max5' - 6"TW: 94.57Level 10' - 0"Fire Station No. 2El Camino RealProperty LineTransformerFire Station Pad (85.4)TW: 91.40TW: 92.07TW: 92.73TW: 93.40FG: 85.40d2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Site DetailsA006172009/20/181/4" = 1'-0"1Generator Section ECR1/4" = 1'-0"4Site Wall Section- Center Property1/4" = 1'-0"3Site Wall @ Trash Enclosure Section1/4" = 1'-0"5Site Wall Section - North Property1/4" = 1'-0"2Transformer SectionCUP 2018-0014SUP 2018-0009V 2018-0007 WHUP2A2021A2023A2014A2012277AA44GGDD10' - 11"13' - 8"4' - 3"19' - 1"15' - 5"22' - 6"85' - 10"8' - 9"55' - 7"4' - 3"17' - 4"23' - 4"109' - 3"113Laundry111Shop101PublicEntry102PublicRR103EMS106DIWater11BBCCTYP560563562FE56459184256656855662.12.1104SCBA57333132133569TYP845112Stairs108GeneratorTYP123TYP555853831FF854110Water Storage567842235TYP571105Apparatus Bay9' - 3"R.O.12' - 0"4' - 0"R.O.12' - 0"4' - 0"R.O.12' - 0"2' - 4"2' - 3"5' - 6"1' - 0"8324' - 0"8' - 0"8' - 0"853853853853853235235TYP844842839109' - 3"8' - 9"55' - 7"4' - 3"17' - 4"23' - 4"2' - 3"R.O.12' - 0"6' - 0"R.O.26' - 0"9' - 4"12' - 6"R.O.3' - 4" 6' - 8"2' - 7"16' - 4"4' - 5"5' - 7" 7' - 3" 6' - 3"1' - 7" 9' - 4"516847107Electrical837TYP837119Turn OutsIce Machine109WH/FRUpper Floor Overhang3' - 9"TYP855TYP8568588573A0046A005a. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009First Floor PlanA101172009.27.20171/8" = 1'-0"1Floor Plan - First FloorNotes123 Permeable concrete pedestrian sidewalk132 Transformer on concrete pad, see electrical133 Back up generator on pad, see electrical235 Steel column, see structural516 Mop Rack560 Bollard562 Extractor563 Gear Drying Cabinet564 Fire Pole566 Work Bench567 SCBA Fill Station568 Fire Riser569 Shelf access ladder to compressor571 IT Rack573 TV to display information about the station591 Ice Machine832 Utility Sink837 Floor drain, see Plumbing839 Water heater, see Plumbing842 Floor Sink844 Stacked Washer and Dryer847 Deionized water system hose reel854 Switch Gear on 2" house keeping pad855 Electrical panel856 Electrical transfer switch and distribution panel857 Fire alarm control panel858 Remote generator annunciator PanelOccupancy ScheduleRoomNo.Room Name Area Type OccupancyOccupancyLoad FactorOccupant101 Public Entry121 SF Gross B 100 2102 Public RR69 SFB103 EMS106 SFS-2104 SCBA109 SFS-2105 Apparatus Bay3,551 SFS-2106 DI Water52 SFS-2107 Electrical61 SFS-2108 Generator226 SFS-2109 WH/FR18 SFS-2110 Water Storage49 SFS-2111 Shop85 SFS-2112 Stairs71 SFR-2113 Laundry113 SFR-2114 Ice Machine65 SFS-2116 Pole51 SFR-2118 Captain's Office118 SF Gross B 100 2119 Turn Outs353 SFS-2120 ITNot Placed S-2121 Hallway508 SFR-2122 Transformer157 SF125 IT96 SF201 FF/PM OfficeNot Placed Gross B 100 6204 Exercise Room534 SF Gross R-2 5011205 Fitness Patio252 SFR-2206 AV18 SFR-2207 Dining Area387 SF Gross R-2 508208 Kitchen371 SF Gross R-2 508209 Outdoor Patio1,146 SFR-2210 Storage11 SFR-2211 Day Room345 SF Gross R-2 507211 FM/PM Office215 SF213 Restroom91 SFR-2214 Storage53 SFR-2215 Dorm 1114 SF Gross R-2 100 2216 Dorm 2121 SF Gross R-2 100 2217 Restroom197 SFR-2218 Dorm 3120 SF Gross R-2 100 2219 Dorm 4121 SF Gross R-2 100 2220 Dorm 5119 SF Gross R-2 100 2221 Capt. Dorm190 SF Gross R-2 100 2222 Capt. Restroom69 SFR-2Grand total: 4110,450 SFNote: Any room without an occupancy load is considered accessory uses. DWUP2A2021A2023A2012277AA44GGDDD.2D.2B.2B.2A.2A.21.11.15.15.149' - 6"2' - 6"16' - 6"30' - 6"211DayRoom204ExerciseRoom207DiningArea208Kitchen215Dorm 1216Dorm 2218Dorm 3217Restroom219Dorm 4220Dorm 5221Capt.Dorm222Capt.Restroom210Storage1A3012A30111BBCCC.23.13.14.14.1TYP638TYP636213Restroom56484' - 6"2' - 0"7' - 0"16' - 6"59' - 0"5566214Storage205Fitness Patio2.12.133FF206AV209Outdoor Patio7' - 8"4' - 0"7' - 0"4' - 0"7' - 0"4' - 0"7' - 0"3' - 11"4' - 4"3' - 9"6' - 4"8354' - 6"2' - 6"4' - 0"4' - 0"7' - 0"1' - 6"12' - 1"R.O.4' - 10"11' - 0"2' - 0"7"R.O.2' - 2 1/4"60°R.O.8' - 0"7' - 2"2' - 3"5' - 0"1' - 6 1/4"3' - 3"1' - 0"6' - 1" 13' - 0"6' - 4" 4' - 6" 2' - 9"1' - 10"5163' - 5"R.O.6' - 4"9' - 3"Pole118Captain's Office595573596518593553637635619613652652618TYP620A4.536A005211FM/PM Officea. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Second Floor PlanA102172007/17/181/8" = 1'-0"1Floor Plan - Second FloorNotes516 Mop Rack518 Full height Toilet Partition553 Double bike decon sauna564 Fire Pole573 TV to display information about the station593 Range595 BBQ596 Prep sink and faucet613 Full height cabinet618 Toiletry Lockers (12)619 Work surface with upper and lower cabinets620 Undercounter cabinetry635 Dumbbell set and rack636 Lifting Bench637 Lift assisted rack and bench638 Elliptical Machine652 systems furniture lowers835 Mop sinkOccupancy ScheduleRoomNo.Room Name Area Type OccupancyOccupancyLoad FactorOccupant101 Public Entry121 SF Gross B 100 2102 Public RR69 SFB103 EMS106 SFS-2104 SCBA109 SFS-2105 Apparatus Bay3,551 SFS-2106 DI Water52 SFS-2107 Electrical61 SFS-2108 Generator226 SFS-2109 WH/FR18 SFS-2110 Water Storage49 SFS-2111 Shop85 SFS-2112 Stairs71 SFR-2113 Laundry113 SFR-2114 Ice Machine65 SFS-2116 Pole51 SFR-2118 Captain's Office118 SF Gross B 100 2119 Turn Outs353 SFS-2120 ITNot Placed S-2121 Hallway508 SFR-2122 Transformer157 SF125 IT96 SF201 FF/PM OfficeNot Placed Gross B 100 6204 Exercise Room534 SF Gross R-2 5011205 Fitness Patio252 SFR-2206 AV18 SFR-2207 Dining Area387 SF Gross R-2 508208 Kitchen371 SF Gross R-2 508209 Outdoor Patio1,146 SFR-2210 Storage11 SFR-2211 Day Room345 SF Gross R-2 507211 FM/PM Office215 SF213 Restroom91 SFR-2214 Storage53 SFR-2215 Dorm 1114 SF Gross R-2 100 2216 Dorm 2121 SF Gross R-2 100 2217 Restroom197 SFR-2218 Dorm 3120 SF Gross R-2 100 2219 Dorm 4121 SF Gross R-2 100 2220 Dorm 5119 SF Gross R-2 100 2221 Capt. Dorm190 SF Gross R-2 100 2222 Capt. Restroom69 SFR-2Grand total: 4110,450 SFNote: Any room without an occupancy load is considered accessory uses. UP2A2021A2023A2012277AA44GGDDD.2D.2B.2B.2A.2A.21.11.15.15.11A3012A30111BBCCC.23.13.14.14.1TYP85255663A3012.12.1FF3312.12.1TYP355TYP317814814Cricket CricketRidgeCricketCricketC r ic k e tCricketCricket 6A0058A005TYP117a. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Roof PlanA103172009.27.20171/8" = 1'-0"1RoofNotes117 Wood Trellis317 Roof Cricket331 30"x36" Roof access hatch355 Roof drain and overflow814 Condensing units, see mechanical852 Photovoltaic Panels OSOSOS2A2021A2023A2014A2012277AA44GGD1A3012A30115' - 4"8' - 0"16' - 10 7/8"8' - 0"12' - 0"12' - 0"8' - 0"11BBCC55663A3012.12.133TYP853FF5552527' - 9 3/4"7' - 9 3/4"OpenLaundryTurn OutsStairsIce MachineShopApparatus BayEMSSCBAPublic RRPublic EntryWater StorageDI WaterElectricalOpen2957' - 9 3/4"2532532549' - 11"8' - 0"8' - 0"Open Under StairOpenTYP2556A005Gypsum ceiling board with texture, taped, sanded and painted per specifications, provide moister resistant gypsum board at all "wet" locationsStucco SoffitCeiling Mounted Exit SignageCeiling access panel per specifications -Paint to match adjacent Reflected Ceiling Plan LegendType C Gypsum board Ceilinga. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009First Floor Reflected Ceiling PlansA104172009.27.20171/8" = 1'-0"1Reflected Ceiling Plan - Ground FloorNotes252 Stucco Soffit253 Gypsum board ceiling directly applied to joists above254 Stepped Ceiling255 Sectional Door Track295 Skylight555 Ceiling mounted exhaust extraction system above (Typ of 3), See Mechanical853 50' Cable Reel, see electrical x 2A2021A2023A2014A2012277AA44GGDD.2D.2B.2B.2A.2A.21.11.15.15.11A3012A3019' - 0"11BBCCC.23.13.14.14.155663A3012.12.133FF9' - 0"9' - 0"9' - 0 59/256"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"TYP252TYP297TYP117411592295KitchenExercise RoomCapt. RestroomCapt. DormDay RoomDorm 5Dorm 4Dorm 3RestroomDorm 2Dorm 1RestroomStorageStorageHallway9' - 0"Captain's OfficeOutdoor Patio253TYP25310' - 4"8' - 0"10' - 0"9' - 0"TYP2562Gypsum ceiling board with texture, taped, sanded and painted per specifications, provide moister resistant gypsum board at all "wet" locationsStucco SoffitCeiling Mounted Exit SignageCeiling access panel per specifications -Paint to match adjacent Reflected Ceiling Plan LegendType C Gypsum board Ceilinga. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Second Floor Reflected Ceiling PlanA105172007/17/181/8" = 1'-0"1Reflected Ceiling Plan - Upper FloorNotes117 Wood Trellis252 Stucco Soffit253 Gypsum board ceiling directly applied to joists above256 Ceiling mounted exit sign295 Skylight297 Tubular Skylight diffuser411 Stucco592 Provide backing and infrastructure for future wall mounted TV at 5'-0" AFF Level 10' - 0"Level 10' - 0"Roof Proposed28' - 0"Roof Proposed28' - 0"ABCTYP296418TYP411TYP852291TYP419F29142229132' - 0"To top of roof top unit36' - 2"29581436117117411TYP276Landing9' - 0"Level 10' - 0"Level 10' - 0"Roof Proposed28' - 0"27141129411756556329141832' - 0"Top of roof top unit36' - 2"8142952768' - 0"16' - 10"a. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Building ElevationsA201172009.27.2017Notes36 Right turn only signage117 Wood Trellis276 Window Recess291 Door per plan painted to match bronze storefront294 Bronze storefront system295 Skylight296 Sectional Doors per plan411 Stucco418 Terra cotta exterior tile cladding419 Stucco reveal422 CMU Site retaining wall, See civil for wall heights565 Fire Warning Light814 Condensing units, see mechanical852 Photovoltaic Panels1/8" = 1'-0"3East1/8" = 1'-0"4North Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Roof Proposed28' - 0"Roof Proposed28' - 0"2741TYP4114195351172955655632945354182941173' - 0"6"To top of roof top of condensing unit36' - 2"411421411421294117814814294418Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Roof Proposed28' - 0"Roof Proposed28' - 0"535TYP418535117295TYP292TYP1172944204181172941' - 0"32' - 0"411814814421a. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Building ElevationsA202172003/06/181/8" = 1'-0"1South1/8" = 1'-0"2WestNotes117 Wood Trellis292 Window per plan and schedule294 Bronze storefront system295 Skylight411 Stucco418 Terra cotta exterior tile cladding419 Stucco reveal420 Stucco over CMU site wall, see civil421 Wood veneer535 Building signage565 Fire Warning Light814 Condensing units, see mechanical Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Level 218' - 0"Level 218' - 0"Roof.30' - 8"Roof.30' - 8"2741204ExerciseRoom15' - 4"563123TYP235Apparatus Bay564Day RoomDining AreaPoleCapt. Dorm117TYP211TYP853296278560845TYP852295411215Landing9' - 0"Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Level 218' - 0"Level 218' - 0"Roof.30' - 8"Roof.30' - 8"GDBCDayRoomFExercise RoomHallwayDorm 4Apparatus BayDI Water411418411117117TYP291TYP560TYP211117852295814814235569215Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Level 218' - 0"Level 218' - 0"Roof.30' - 8"Roof.30' - 8"AGDBCFPublic EntryApparatus BayAVDay RoomRestroom117117TYP555233235568TYP560TYP412416295852a. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Building SectionsA301172009.27.2017Notes117 Wood Trellis123 Permeable concrete pedestrian sidewalk211 Footing215 Concrete Slab233 Painted exposed cross bracing, see structural235 Steel column, see structural278 four-Fold Door291 Door per plan painted to match bronze storefront295 Skylight296 Sectional Doors per plan411 Stucco412 5/8" type X gypsum board - Painted, typ416 Type C Gypsum board418 Terra cotta exterior tile cladding555 Ceiling mounted exhaust extraction system above (Typ of 3), See Mechanical560 Bollard564 Fire Pole568 Fire Riser569 Shelf access ladder to compressor814 Condensing units, see mechanical845 Compressed Air Hose Reel852 Photovoltaic Panels853 50' Cable Reel, see electrical1/8" = 1'-0"1Section 41/8" = 1'-0"2Section 51/8" = 1'-0"3Section 5 truss Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Level 218' - 0"Level 218' - 0"Roof.30' - 8"Roof.30' - 8"Lot LineLot LineRoof top equipment7261 Estrella De MarLevel 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Level 218' - 0"Level 218' - 0"Roof.30' - 8"Roof.30' - 8"6' - 3"Lot LineLot LineRoof top equipment? Estrella De Mar33' - 9"Landing9' - 0"Level 10' - 0"Level 10' - 0"Top of Parapet32' - 0"Top of Parapet32' - 0"Level 218' - 0"Level 218' - 0"Roof.30' - 8"Roof.30' - 8"6' - 3"7243 Estrella De MarLot LineLot LineRoof top equipmentLanding9' - 0"a. Floor Plan Square Footage: 11,779 sf (Gross) See A000 for more information.b. See A201 and A202 for building elevations. See A002 for site lighting.c. See A101 and A102 for Storage area locations and Occupancy Schedule for rooms categorized as a storage occupancy.d. See view titles for scale.e. See A201 and A202 for building heightsf. See A201 and A202 for Carlsbad Building Height Compliance -Zoning ordinance 21.04.065.g. See A103 for ceiling heights or the height of the underside of the roof. See A002 for trash enclosure height to underside of roof.h. See Occupancy schedule on A101 and A102 for CBC occupancy classifications. i. Construction type V-B, fully sprinklered. Reference A000 for more information.j. This project will not result in the presence of Acutely Hazardous Materials, compressed flammable gasses in excess of 1,500 pounds, Flammable liquids in excess of 10,000 gallons, hazardous materials in excess of 500 pounds or 55 gallon, or compressed gas in excess of 200 cubic feet.k. City Council Policy 44 -Neighborhood Architectural Design Guidelines are not applicable to this commercial project.l. See A103 for roof plan and A302 for site sections showing Policy 80-6 compliance.General Informationd2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009Site SectionA302172007/17/181" = 10'-0"1Site Section 11" = 10'-0"2Site Section 21" = 10'-0"3Site Section 3 d2150 West Washington, Suite 303San Diego, California 92110sTeamaProject No.Drawing No.omustudiorchitectureProprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT100% Schematic Design06Apr2018CUP/SUP/V Submittal20July2018CUP 2018-0014SUP 2018-0009V 2018-0007CUP/SUP/V Resubmittal13Feb2019CUP/SUP/V Resubmittal25Mar2019SheetSheetsc:\Temp\Carlsbad FS2 - Arch - 18-04-18_amanda.rooney.acad5.rvtCarlsbad Fire Station #21906 Arenal Rd.Carlsbad, CA 92009RenderingA401172007/19/18 D:\DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:SHEETSSHEETDATE INITIALOTHER APPROVALRVWD BY:CITY OF CARLSBAD"AS BUILT"DATEINSPECTORDATEREVIEWED BY:CITY TRAFFIC ENGINEER APPROVALBY:DATE:IMPROVEMENT PLANS FOR:P.E.EXP.1TYPEDESCRIPTIONOWNERSHIPAGREEMENTSHEET NO.FREQUENCYMAINTENANCESTRUCTURAL (POST-CONSTRUCTION) BMP TABLEMAINTENANCESTORMWATER REQUIREMENTS THAT APPLY:STANDARD STORMWATER REQUIREMENTSPRIORITY PROJECT REQUIREMENTSYES (SEE SWMP FOR DOCUMENTATION)NOEXEMPT FROM HYDROMODIFICATION?domusstudio architectureCUP 2019 -0034CDP 2019 -0030Carlsbad Firestation No 2 Temporary Location320-7CT-0014060Title Sheet1775 Dove Lane. Carlsbad, CA 92011Carlsbad Fire Station No 2 Temporary LocationCarlsbad, CAGeneralT-001 Title SheetCivilC2.0 Title SheetC3.0 Existing Condition PlanC4.0 Grading & Utility PlanC5.0 Detail SheetC6.0 Detail SheetC7.0 Detail SheetArchitecturalA-001 Site Plan (Overall)A-101 Floor PlansA-102 Roof PlansA-200 Apparatus Bay - ElevationsA-201 Temp. Living Quarter - ElevationsA-300 Site Elevation and SectionA-801 Colored ElevationA-802 Colored ElevationLandscapeL-001 Conceptual landscape PlanProject TeamOwner: City of Carlsbad1635 Faraday AvenueCarlsbad, CA 92008Architect:domusstudio architecture2800 Third AvenueSan Diego, CA 92123619.692.9393 x15Contact: Wayne HoltanCivil Engineer:Snipes-Dye Associates8348 Center Drive. Suite GLa Mesa, CA 91942619.697.9234Contact: Matt KurtzLandscape Architect:Deneen Powell Atelier, Inc.2305 El Cajon Blvd. San Diego, CA 92104619.294.9042 x115Contact: Jon PowellSheet Index16 Total SheetsProject DataProject Description: __ Owner:City of CarlsbadProject Address: 1775 Dove Lane Carlsbad, CA 92011Assessor's Parcel No.: 2150507000Legal Description: PM16044 PAR 2Existing Use:Library ParkingProposed Use: Temporary Fire StationAssessed Acreage: 6.1Quadrant: SWGeneral Plan Land Use: LLocal Facility Mgmt Zone: 6Drainage Area: DBuilding Coverage: 3,688 s.f.Buiding Footage: Temporary Fire Structure: 1782 s.f.Sprung Structure: 1600 s.f.Generator/Trash Enclosure: 307 s.fTotal: 3,688 s.f.Approvals:Conditional Use Permit, Coastal Development PermitSite Acreage: 6.1 Acres / 265,716SFDrainage Area: DWater District: CMWDSewer District: CBDSchool District: CA% of Site to be Landscape: UnchangedZoning:Zone: C-L Shopping CenterCoastal OverlayRequired Setbacks: 10 (Non - Arterial) around peripheryHeight: 35'-0" Allowable / 21' 3" App. Bay Actual, 13' 1" Living QuartersParking: Req:0.45 Parking Space Per Every Bed(0.45 x 5 = 2.25) = 3 SpacesAccessible Spaces = 1 SpaceProvided: 10 SpacesSummary:To Be Added: Public: 3 Spaces + 1 AccessiblePrivate: 10 Spaces___________________________________________Total Provided: 14 Spaces (>3 Required = OK)Project DataExisting Occupancy:N/A -Parking Lot Proposed Occupancy:R-2 / S-2Proposed Construction Type:VBNon-Separated Occupanciies (Non-Sprinklered)Allowable Area:R-2: 7,000 SFS-2: 13,500 SFActual Area:Building:(R-2) Temporary Living Quarters = 1,782 SF(S-2) Apparatus Room =1,600 SF(S-2) Generator/Trash/Recycle Storage = 307 SFTotal:(R-2)1,782 SF/7,000 SF = .25(S-2)(1,600 SF + 307 SF)/13,500 SF = .14Total:3,689 SF (.25 + .14 = .39< 1.00 = OK)Allowable Height:35' -0" With / Withoutarea increase (CBC Table 504.3)Actual Height:21' 3" App. Bay Actual, 13' 1" Living QuartersAllowable Stories: 1 With / Withoutarea increase (CBC Table 504.4)Actual Stories:1 (No change)Conditions of Approval1. Prior to any work in the city right-of-way or public easements, Developer shall apply for andobtain a right-of-way permit to the satisfaction of the city engineer.2. Upon vacation of the temporary station, developer shall restore the temporary emergencyvehicle driveway access to curb, gutter, and sidewalk to the satisfaction of the city engineer.3. Upon vacation of the temporary station, developer shall remove the water laterals andsewer lateral serving the temporary station.ATTACHMENT 7 15 REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE ENGINEERING DEPARTMENT DRAWING NO.PROJECT NO. CHKD BY: DWN BY: SHEETSSHEET DATE INITIAL OTHER APPROVAL RVWD BY: CITY OF CARLSBAD "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: IMPROVEMENT PLANS FOR: P.E.EXP. 4060 320-7C Project Address Carlsbad Firestation No 2 Temporary Location civil engineers and land surveyors Snipes-Dye associates CITY TRAFFIC ENGINEER APPROVAL BY:DATE: STORMWATER REQUIREMENTS THAT APPLY: STANDARD STORMWATER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS YES (SEE SWMP FOR DOCUMENTATION) NO EXEMPT FROM HYDROMODIFICATION?2 CUP 2019 - 0034 CDP 2019 - 0030 civil engineers and land surveyors Snipes-Dye associates 15 REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE ENGINEERING DEPARTMENT DRAWING NO.PROJECT NO. CHKD BY: DWN BY: SHEETSSHEET DATE INITIAL OTHER APPROVAL RVWD BY: CITY OF CARLSBAD "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: IMPROVEMENT PLANS FOR: P.E.EXP. 4060 320-7C Project Address Carlsbad Firestation No 2 Temporary Location 3 civil engineers and land surveyors Snipes-Dye associates 15 REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE ENGINEERING DEPARTMENT DRAWING NO.PROJECT NO. CHKD BY: DWN BY: SHEETSSHEET DATE INITIAL OTHER APPROVAL RVWD BY: CITY OF CARLSBAD "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: IMPROVEMENT PLANS FOR: P.E.EXP. 4060 320-7C Project Address Carlsbad Firestation No 2 Temporary Location 4 civil engineers and land surveyors Snipes-Dyeassociates 15 REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE ENGINEERING DEPARTMENT DRAWING NO.PROJECT NO. CHKD BY: DWN BY: SHEETSSHEET DATE INITIAL OTHER APPROVAL RVWD BY: CITY OF CARLSBAD "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: IMPROVEMENT PLANS FOR: P.E.EXP. 4060 320-7C Project Address Carlsbad Firestation No 2 Temporary Location 5 civil engineers and land surveyors Snipes-Dye associates 15 REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE ENGINEERING DEPARTMENT DRAWING NO.PROJECT NO. CHKD BY: DWN BY: SHEETSSHEET DATE INITIAL OTHER APPROVAL RVWD BY: CITY OF CARLSBAD "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: IMPROVEMENT PLANS FOR: P.E.EXP. 4060 320-7C Project Address Carlsbad Firestation No 2 Temporary Location 6 civil engineers and land surveyors Snipes-Dye associates 15 REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE ENGINEERING DEPARTMENT DRAWING NO.PROJECT NO. CHKD BY: DWN BY: SHEETSSHEET DATE INITIAL OTHER APPROVAL RVWD BY: CITY OF CARLSBAD "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: IMPROVEMENT PLANS FOR: P.E.EXP. 4060 320-7C Project Address Carlsbad Firestation No 2 Temporary Location 7 ReverseDrivewayDove LanePath of Travel = 176'Property Set BackR.O.W.Centerline of Proposed Driveway60' - 0"Dead-end Fire Apparatus Access Road Turnaround per IFC D103.1Proposed Fenced PerimeterExisting Dove LibraryExisting SidewalkNew driveway for public and fire staff2 4 ' - 0 "6' Screen Chainlink Fence (Slats -Tan)Man Gate12345(A)9101112678FireFireFireFireFireFireFireFirePublicPublicFireFirePublic Accessible SpaceAssumed Property LineLib.Lib.Lib.Lib.Lib.Lib.Lib.Lib.Lib.Manual Vehibular GateSuite 100Proposed Sprung Struct. 1600 s.f.S-2Proposed Temp Firestation1782 s.f.R-2PublicLibrary Parking123456(A)(A)(A)Library Accessible Parking6"asphalt topping slab, restripe parking spaces as requiredFeather topping slab back to existing slabNote:Contractor to provide temporary power.Setback10' - 0"R 300' - 0" MaxExisting fire hydrantProposed (Generator/Trash/Recycle)307 s.f.S-2Curb for drainage, see civil for more informationOutIn2A-3003A-300R 28' - 0"R 28' - 0"Pad mounted compressorTrash enclosure to include privacy slats that match the perimeter fenceA-1013Existing site fenceExisting site lightingExisting site ligthingExisting site ligthingExisting site ligthingExisting site ligthingD:\DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:SHEETSSHEETDATE INITIALOTHER APPROVALRVWD BY:CITY OF CARLSBAD"AS BUILT"DATEINSPECTORDATEREVIEWED BY:CITY TRAFFIC ENGINEER APPROVALBY:DATE:IMPROVEMENT PLANS FOR:P.E.EXP.1TYPEDESCRIPTIONOWNERSHIPAGREEMENTSHEET NO.FREQUENCYMAINTENANCESTRUCTURAL (POST-CONSTRUCTION) BMP TABLEMAINTENANCESTORMWATER REQUIREMENTS THAT APPLY:STANDARD STORMWATER REQUIREMENTSPRIORITY PROJECT REQUIREMENTSYES (SEE SWMP FOR DOCUMENTATION)NOEXEMPT FROM HYDROMODIFICATION?domusstudio architectureCUP 2019 -0034CDP 2019 -0030Carlsbad Firestation No 2 Temporary Location320-7CA-0014060Site Plan (Overall)1775 Dove Lane. Carlsbad, CA 920111/16" = 1'-0"1Site Plan WHW DREF.REF.DNUP3A-2004A-2002A-2001A-20040' - 0"11' - 7 1/2"16' - 9"11' - 7 1/2"40' - 0"5' - 0"5' - 0"5' - 0"25' - 0"40' - 0"9"Rolling Service Door (12' x 12')Rolling Service Door (12' x 12')1,600 SFA101Apparatus BayPlymovent exhaust system(2) overhead electrical reels per bayCompressorHBHBHBHose bib strapped to structure, typ of 31A-2013A-2014A-2012A-2019' - 3 1/8"4' - 7 1/2"13' - 1 3/8"27' - 0"5' - 0"34' - 6"10' - 0"10' - 8 1/2"34' - 8 3/8"8' - 0 3/4"12' - 6 3/8"66' - 0"5' - 9 5/8" 4' - 10 7/8"6' - 2"17' - 9 5/8"5' - 4"5' - 4 3/4"12' - 5 1/2"8' - 1 5/8"66' - 0"13' - 0 7/8"4' - 7 3/8"9' - 3 3/4"27' - 0"91 SFT101Bunk #1101 SFT102Bunk #296 SFT104Bunk #497 SFT103Bunk #382 SFT106Restroom124 SFT108Captain's Room84 SFT110Restoom49 SFT109Janitor Room17 SFT105IT Closet147 SFT107Kitchen434 SFT111Dayroom185 SFT112Office85 SFT113Hallway16 SFT114LaundryGross Square Footage1,782'-0"6A-2015A-201TrashRecycleGeneratorChainlink fence with privacy slats to match perimeter site fence D:\DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:SHEETSSHEETDATE INITIALOTHER APPROVALRVWD BY:CITY OF CARLSBAD"AS BUILT"DATEINSPECTORDATEREVIEWED BY:CITY TRAFFIC ENGINEER APPROVALBY:DATE:IMPROVEMENT PLANS FOR:P.E.EXP.1TYPEDESCRIPTION OWNERSHIPAGREEMENTSHEET NO.FREQUENCYMAINTENANCESTRUCTURAL (POST-CONSTRUCTION) BMP TABLEMAINTENANCESTORMWATER REQUIREMENTS THAT APPLY:STANDARD STORMWATER REQUIREMENTSPRIORITY PROJECT REQUIREMENTSYES (SEE SWMP FOR DOCUMENTATION)NOEXEMPT FROM HYDROMODIFICATION?domusstudio architectureCUP 2019 -0034CDP 2019 -0030Carlsbad Firestation No 2 Temporary Location320-7CA-1014060Floor Plans1775 Dove Lane. Carlsbad, CA 920111/4" = 1'-0"1Apparatus Room - Floor Plan1/4" = 1'-0"2Temp. Living Quarter - Floor Plan7%1/4" = 1'-0"3Trash Enclosure - Floor Plan DNUP3A-2004A-2002A-2001A-20040' - 0"40' - 0"Elect. Vent C/W DamperMembrane panels10'w Hood C/W single personnel door (3'-0" x 7'-0")1A-2013A-2014A-2012A-201Slope per mfg.Slope per mfg.D:\DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:SHEETSSHEETDATE INITIALOTHER APPROVALRVWD BY:CITY OF CARLSBAD"AS BUILT"DATEINSPECTORDATEREVIEWED BY:CITY TRAFFIC ENGINEER APPROVALBY:DATE:IMPROVEMENT PLANS FOR:P.E.EXP.1TYPEDESCRIPTION OWNERSHIPAGREEMENTSHEET NO.FREQUENCYMAINTENANCESTRUCTURAL (POST-CONSTRUCTION) BMP TABLEMAINTENANCESTORMWATER REQUIREMENTS THAT APPLY:STANDARD STORMWATER REQUIREMENTSPRIORITY PROJECT REQUIREMENTSYES (SEE SWMP FOR DOCUMENTATION)NOEXEMPT FROM HYDROMODIFICATION?domusstudio architectureCUP 2019 -0034CDP 2019 -0030Carlsbad Firestation No 2 Temporary Location320-7CA-1024060Roof Plans1775 Dove Lane. Carlsbad, CA 920111/4" = 1'-0"1Apparatus Room - Roof Plan1/4" = 1'-0"2Temp. Living Quarter - Roof Plan Temporary Fire StationApparatus Room194.00Temporary Fire StationApparatus Roof215.1610' - 0"21' - 3 1/16"Temporary Fire StationApparatus Room194.00Temporary Fire StationApparatus Roof215.1622' - 7 93/256"21' - 3 1/16"12' - 0"21' - 3 1/16"Finish mat. per mfg.Finish material per mfg.Elevation General Notes1. In compliance with Carlsbad Building Height definition (Zoning Ordinance Section 21.04.065)Temporary Fire StationApparatus Room194.00Temporary Fire StationApparatus Roof215.16Roll Up Garage DoorElec. Vent C/W Damper, per mfg.Steel Structure, per mfg.Turnout LockersFinish MaterialSprung Structure - Stretched Polyurethane MembraneColor: PMS 726-CPer ManufacturerD:\DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:SHEETSSHEETDATE INITIALOTHER APPROVALRVWD BY:CITY OF CARLSBAD"AS BUILT"DATEINSPECTORDATEREVIEWED BY:CITY TRAFFIC ENGINEER APPROVALBY:DATE:IMPROVEMENT PLANS FOR:P.E.EXP.1TYPEDESCRIPTION OWNERSHIPAGREEMENTSHEET NO.FREQUENCYMAINTENANCESTRUCTURAL (POST-CONSTRUCTION) BMP TABLEMAINTENANCESTORMWATER REQUIREMENTS THAT APPLY:STANDARD STORMWATER REQUIREMENTSPRIORITY PROJECT REQUIREMENTSYES (SEE SWMP FOR DOCUMENTATION)NOEXEMPT FROM HYDROMODIFICATION?domusstudio architectureCUP 2019 -0034CDP 2019 -0030Carlsbad Firestation No 2 Temporary Location320-7CA-2004060Apparatus Bay - Elevations1775 Dove Lane. Carlsbad, CA 920113/16" = 1'-0"4Apparatus East Elevation3/16" = 1'-0"2Apparatus North Elevation3/16" = 1'-0"3Apparatus South Elevation3/16" = 1'-0"1Apparatus West Elevation3/16" = 1'-0"5Apparatus Cross Section Temporary Fire StationLiving Quarters196.60T. Fire Station LivingRoof206.6013' - 1"Finish material per mfg.Temporary Fire StationLiving Quarters196.60T. Fire Station LivingRoof206.6013' - 1"Finish material per mfg.Temporary Fire StationLiving Quarters196.60T. Fire Station LivingRoof206.608' - 0"13' - 1"Finish material per mfg.Roof material per mfg.Temporary Fire StationLiving Quarters196.60T. Fire Station LivingRoof206.608' - 0"13' - 1"Finish material per mfg.Elevation General Notes1. In compliance with Carlsbad Building Height definition (Zoning Ordinance Section 21.04.065)Parking Lot188.00Finish MaterialTemp. Living Quarters - TrimColor: 001 - Outside WhitePer ManufacturerTemp. Living Quarters - AccentColor: 0285 EugeniaPer ManufacturerTemp. Living Quarters - FacadeColor: 0560 AwakeningPer ManufacturerTemp. Living Quarters - RoofColor: Moire BlackPer ManufacturerParking Lot188.00Temporary Fire StationLiving Quarters196.60Temporary Fire StationApparatus Room194.006' - 0" TYP.Fenced enclosure with privacy slats to match the perimeter fence 12' wide gates, typD:\DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:SHEETSSHEETDATE INITIALOTHER APPROVALRVWD BY:CITY OF CARLSBAD"AS BUILT"DATEINSPECTORDATEREVIEWED BY:CITY TRAFFIC ENGINEER APPROVALBY:DATE:IMPROVEMENT PLANS FOR:P.E.EXP.1TYPEDESCRIPTION OWNERSHIPAGREEMENTSHEET NO.FREQUENCYMAINTENANCESTRUCTURAL (POST-CONSTRUCTION) BMP TABLEMAINTENANCESTORMWATER REQUIREMENTS THAT APPLY:STANDARD STORMWATER REQUIREMENTSPRIORITY PROJECT REQUIREMENTSYES (SEE SWMP FOR DOCUMENTATION)NOEXEMPT FROM HYDROMODIFICATION?domusstudio architectureCUP 2019 -0034CDP 2019 -0030Carlsbad Firestation No 2 Temporary Location320-7CA-2014060Temp. Living Quarter - Elevations1775 Dove Lane. Carlsbad, CA 920113/16" = 1'-0"1Temp. Living Station - North Elevation3/16" = 1'-0"3Temp. Living Quarters - South Elevation3/16" = 1'-0"2Temp. Living Quarters - East Elevation3/16" = 1'-0"4Temp. Living Quarters - West Elevation3/16" = 1'-0"5Generator/Trash Enclosure East Elevation3/16" = 1'-0"6Generator/Trash Enclosure North Elevation Parking Lot188.00Temporary Fire StationLiving Quarters196.60T. Fire Station LivingRoof206.60Temporary Fire StationApparatus Room194.00Temporary Fire StationApparatus Roof215.16Parking Lot188.00Temporary Fire StationLiving Quarters196.60T. Fire Station LivingRoof206.60Temporary Fire StationApparatus Room194.00Temporary Fire StationApparatus Roof215.16Parking Lot188.00Temporary Fire StationLiving Quarters196.60T. Fire Station LivingRoof206.60Temporary Fire StationApparatus Room194.00Temporary Fire StationApparatus Roof215.16D:\DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:SHEETSSHEETDATE INITIALOTHER APPROVALRVWD BY:CITY OF CARLSBAD"AS BUILT"DATEINSPECTORDATEREVIEWED BY:CITY TRAFFIC ENGINEER APPROVALBY:DATE:IMPROVEMENT PLANS FOR:P.E.EXP.1TYPEDESCRIPTIONOWNERSHIPAGREEMENTSHEET NO.FREQUENCYMAINTENANCESTRUCTURAL (POST-CONSTRUCTION) BMP TABLEMAINTENANCESTORMWATER REQUIREMENTS THAT APPLY:STANDARD STORMWATER REQUIREMENTSPRIORITY PROJECT REQUIREMENTSYES (SEE SWMP FOR DOCUMENTATION)NOEXEMPT FROM HYDROMODIFICATION?domusstudio architectureCUP 2019 -0034CDP 2019 -0030Carlsbad Firestation No 2 Temporary Location320-7CA-3004060Site Elevation and Section1775 Dove Lane. Carlsbad, CA 920113/32" = 1'-0"2Site Section3/32" = 1'-0"3Section Across Parking Lot3/32" = 1'-0"1Elevation From Street4View from Dove Lane Temporary Fire StationApparatus Room194.00Temporary Fire StationApparatus Roof215.1612' - 0"Temporary Fire StationApparatus Room194.00Temporary Fire StationApparatus Roof215.1622' - 7 93/256"12' - 0"D:\DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:SHEETSSHEETDATE INITIALOTHER APPROVALRVWD BY:CITY OF CARLSBAD"AS BUILT"DATEINSPECTORDATEREVIEWED BY:CITY TRAFFIC ENGINEER APPROVALBY:DATE:IMPROVEMENT PLANS FOR:P.E.EXP.1TYPEDESCRIPTION OWNERSHIPAGREEMENTSHEET NO.FREQUENCYMAINTENANCESTRUCTURAL (POST-CONSTRUCTION) BMP TABLEMAINTENANCESTORMWATER REQUIREMENTS THAT APPLY:STANDARD STORMWATER REQUIREMENTSPRIORITY PROJECT REQUIREMENTSYES (SEE SWMP FOR DOCUMENTATION)NOEXEMPT FROM HYDROMODIFICATION?domusstudio architectureCUP 2019 -0034CDP 2019 -0030Carlsbad Firestation No 2 Temporary Location320-7CA-8014060Colored Elevation1775 Dove Lane. Carlsbad, CA 920113/16" = 1'-0"1Apparatus Color East Elevation3/16" = 1'-0"2Apparatus Color North Elevation3/16" = 1'-0"3Apparatus Color South Elevation3/16" = 1'-0"4Apparatus Color West Elevation Temporary Fire StationLiving Quarters196.60T. Fire Station LivingRoof206.60Temporary Fire StationLiving Quarters196.60T. Fire Station LivingRoof206.60Temporary Fire StationLiving Quarters196.60T. Fire Station LivingRoof206.608' - 0"Temporary Fire StationLiving Quarters196.60T. Fire Station LivingRoof206.608' - 0"D:\DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:SHEETSSHEETDATE INITIALOTHER APPROVALRVWD BY:CITY OF CARLSBAD"AS BUILT"DATEINSPECTORDATEREVIEWED BY:CITY TRAFFIC ENGINEER APPROVALBY:DATE:IMPROVEMENT PLANS FOR:P.E.EXP.1TYPEDESCRIPTION OWNERSHIPAGREEMENTSHEET NO.FREQUENCYMAINTENANCESTRUCTURAL (POST-CONSTRUCTION) BMP TABLEMAINTENANCESTORMWATER REQUIREMENTS THAT APPLY:STANDARD STORMWATER REQUIREMENTSPRIORITY PROJECT REQUIREMENTSYES (SEE SWMP FOR DOCUMENTATION)NOEXEMPT FROM HYDROMODIFICATION?domusstudio architectureCUP 2019 -0034CDP 2019 -0030Carlsbad Firestation No 2 Temporary Location320-7CA-8024060Colored Elevation1775 Dove Lane. Carlsbad, CA 920113/16" = 1'-0"1Temp. Living Station - Color North Elevation3/16" = 1'-0"2Temp. Living Quarters - Color South Elevation3/16" = 1'-0"3Temp. Living Quarters - Color East Elevation3/16" = 1'-0"4Temp. Living Quarters - Color West Elevation EX PROPOSED TEMPORARY FIRE STATION PROPOSED SPRUNG STRUCT. EXISTING LIBRARY BUILDING DOVE LANE SEWERFIREEX. WATERS I G H T T R I A NG L E 25'-0"25'-0" VISIBILITY AREA (NO LANDSCAPE ELEMENTS OVER 30" IN HEIGHT WITHIN THIS ZONE ) 45° 45° SIGHT TRIANGLE SIGHT TRIANGLE 17-017 DATE ENGINEERING DEPARTMENT CITY ENGINEER RCE 63912 EXPIRES 9/30/18 TITLE REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED DWN BY: CHKD BY:DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION Carlsbad Firestation No 2 Temporary Location 1775 Dove Lane. Carlsbad, CA 92011 4060 PROJECT NO. DRAWING NO. 370–7C IMPROVEMENT PLANS FOR: NORTH 80 SCALE: 1/16" = 1'-0" 16 32 Landscape Concept Plan CUP2019-0034 CDP2019-0030 L-1.0 PLANTING NOTES 1. ALL SHRUB BEDS ARE TO BE MULCHED WITH A MINIMUM OF 3" OF WOOD CHIPS OR DECORATIVE GRAVEL AFTER PLANTING. 2. ALL TREES PLANTED WITHIN 5' OF PAVING ARE TO HAVE LINEAR ROOT BARRIERS PLACED AT THE EDGE OF PAVING AND EXTENDING 6' MINIMUM EACH SIDE OF THE CENTER OF THE TREE. 3. NO TREES OR SHRUBS EXCEEDING THREE FEET IN HEIGHT AT MATURITY SHALL BE INSTALLED WITHIN TEN FEET OF ANY WATER AND SEWER FACILITIES. THIS PLAN IS CONCEPTUAL AND SCHEMATIC IN NATURE ONLY. IT IS NOT INTENDED TO BE A FINAL CONSTRUCTION PLAN. THIS PLAN DOES NOT SHOW FINAL CONSTRUCTION DETAILS. STRUCTURAL OR DRAINAGE REQUIREMENTS, FINAL PLANTING LOCATIONS, OR IRRIGATION DESIGN. ADDITIONAL DETAIL MUST BE DEVELOPED IN THESE AREAS PRIOR TO CONSTRUCTION. DPA INC. ASSUMES NO LIABILITY FOR CONSTRUCTION PURSUANT TO THIS PLAN. HARDSCAPE LEGEND 1 EXISTING CITY SIDEWALK TO REMAIN 2 EXISTING RETAINING WALL TO REMAIN 3 EXISTING SIDEWALK TO REMAIN 4 CONCRETE DRIVEWAY-PER CIVIL ENGINEER 5 6' SCREEN CHAIN LINK FENCE-PER ARCHITECT 6 DRIVE GATE-PER ARCHITECT 7 GATE-PER ARCHITECT 8 EMERGENCY GENERATOR/TRASH ENCLOSURE-PER ARCHITECT 9 RAMP-PER ARCHITECT 10 RAMP HANDRAIL-PER ARCHITECT 11 EXISTING LIGHT TO REMAIN 12 EXISTING FIRE HYDRANT TO REMAIN 13 EXISTING IRRIGATION EQUIPMENT TO REMAIN 14 EXISTING IRRIGATION MAINLINE TO REMAIN 15 STAIR-PER ARCHITECT 16 STAIR HANDRAIL-PER ARCHITECT PLANT LEGEND BOTANICAL NAME COMMON NAME SIZE SPACING NOTES EXISTING TREES TO REMAIN A MATURE SYCAMORE PER PLAN EXISTING SHRUBS TO REMAIN EXISTING SHRUBS TO REMAIN IN AREA WITHIN LIMITS OF WORK AND AS NOTED ON PLANS EPA EXISTING PLANTING TO REMAIN I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD’S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. _______________________________________________ JON POWELL, REGISTERED LANDSCAPE ARCHITECT CA. #2645 WATER CONSERVATION NOTES 1. ALL AREAS SHOWN TO BE PLANTED WILL BE IRRIGATED WITH A FULLY AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. THIS SYSTEM WILL USE LOW GALLONAGE, LOW PRECIPITATION RATE SPRAY HEADS, ALONG WITH BUBBLER HEADS IN SMALLER AREAS AND DRIP EMITTERS FOR POTTED PLANTS. HEADS WILL BE GROUPED INTO ZONES BASED ON EXPOSURE AND PLANT TYPES. AUTOMATIC VALVES WILL CONTROL THE FLOW OF WATER TO EACH ZONE. 2. THE SYSTEM WILL BE CONNECTED TO THE DOMESTIC WATER SUPPLY THROUGH AN APPROVED REDUCED PRESSURE BACKFLOW PREVENTER. 3. AN AUTOMATIC RAIN SENSING OVER-RIDE WILL BE CONNECTED TO THE CONTROLLER. 4. INDIVIDUAL HEADS AND ZONES WILL BE ADJUSTED TO MINIMIZE OVERSPRAY ONTO BUILDINGS, WALLS, WALKS AND PAVEMENTS. THE SYSTEM WILL ALSO BE PROGRAMMED TO BE RESPONSIVE TO SEASONAL PLANT NEEDS. 5. NO LAWN IS PROPOSED FOR THIS PROJECT. ALL PROPOSED SHRUBS & GROUNDCOVERS ARE DROUGHT TOLERANT 6. ALL PROPOSED PLANTS ARE FROM A MEDITERRANEAN TYPE PLANT PALETTE, AND ARE ADAPTED TO THE CARLSBAD CLIMATE. 7. ALL PROPOSED SHRUB AND GROUND COVER AREAS ARE TO RECEIVE 3" OF WOOD CHIP MULCH FOLLOWING PLANTING EXCEPT WHERE STONE MULCH IS PROPOSED MAINTENANCE NOTE ALL REQUIRED LANDSCAPE, INCLUDING THE R.O.W., SHOWN ON THESE PLANS SHALL BE MAINTAINED IN A DISEASE, WEED AND LITTER FREE CONDITION AT ALL TIMES BY THE CITY OF CARLSBAD EXISTING TREE & SHRUB NOTES ALL EXISTING TREES AND SHRUBS NOTED ON THE PLANS TO REMAIN ARE TO BE PROTECTED DURING THE ENTIRE CONSTRUCTION PERIOD. DO NOT TRENCH ADJACENT TO TREES, (EXCEPT AS REQUIRED FOR IRRIGATION INSTALLATION) OR STORE MATERIALS UNDER TREES. FENCE OFF FROM CONSTRUCTION AT THE START OF WORK AND MAINTAIN FENCING UNTIL FINAL LANDSCAPE INSTALLATION. EXISTING TREES AND SHRUBS MUST BE IRRIGATED REGULARLY DURING CONSTRUCTION BY THE CONTRACTOR, EVEN IF THIS REQUIRES HAND WATERING SEVERAL TIMES PER WEEK. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THE EXISTING TREES AND SHRUBS SURVIVE IN GOOD FORM. EXISTING TREES OR SHRUBS THAT ARE NOTED TO REMAIN, BUT DECLINE OVER 50% OR DIE (IN THE OPINION OF THE LANDSCAPE ARCHITECT) ARE TO BE REPLACED AT THE CONTRACTOR'S COST AS FOLLOWS: A. REPLACE IN SIZE AND KIND ANY TREES 6" AND LESS IN CALIPER MEASURED 2' ABOVE THE BASE. B. REPLACE TREES LARGER THAN 6" IN CALIPER WITH PLANTS OF THE SAME KIND HAVING A MINIMUM DIAMETER OF 6" MEASURED 2' ABOVE THE BASE. 1 1 3 4 5 5 5 6 7 8 9 10 PATCH EXISTING MYOPORUM GROUNDCOVER & REPAIR IRRIGATION AS NEEDED A EX EX EX 2 14" EPA EPA EPA EPA EPA EPA EPA PATCH EXISTING MYOPORUM GROUNDCOVER & REPAIR IRRIGATION AS NEEDED PATCH EXISTING MYOPORUM GROUNDCOVER & REPAIR IRRIGATION AS NEEDED 12 12 13 13 13 13 13 14 14 14 EX. MAINLINE CONNECTED TO OFFSITE EXISTING WATER METER & "RP" BACKFLOW PREVENTER 16 15 2019-12-19 CUP Resubmittal2019-12-19 CUP Resubmittal 16 16 Tribal Comments Regarding the Fire Station No. 2 MND, Carlsbad, CA Page 1 SAN LUIS REY BAND OF MISSION INDIANS 1889 Sunset Drive • Vista, California 92081 760-724-8505 • FAX 760-724-2172 www.slrmissionindians.org February 19, 2020 Scott Donnell Senior Planner VIA ELECTRONIC MAIL Planning Division Scott.Donnell@carlsbadca.gov City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 RE: COMMENTS ON THE NOTICE OF INTENT TO ADOPT A MITIGATED NEGATIVE DECLARATION FOR THE FIRE STATION NO. 2 PROJECT Dear Mr. Donnell: We, the San Luis Rey Band of Mission Indians (“Tribe”) thank the City of Carlsbad (“City”) for the opportunity to submit the following comments regarding the Fire Station No. 2 and Fire Station No. 2 Temporary Location Mitigated Negative Declaration (“MND”) hereinafter referred to as the Project (“Project”). The Tribe has discussed this Project and all potential negative impacts it may cause to our tribal cultural resources with the City pursuant to AB 52 consultation. In addition, the Tribe has received and reviewed the City’s Notice of Intent to Adopt a MND for this Project (in addition to the Erata for Planning Commission Resolution No. 7360) and all of its supporting documentation as it pertains specifically to the protection and preservation of Luiseño tribal cultural resources that may be located within the areas that will be subject to ground disturbing activities in the Project. After our review of the MND and the Planning Commission Resolution, the Tribe is satisfied and concurs with the proposed Cultural Resource Mitigation Measures contained within the MND and Planning Commission Resolution. As always, the Tribe looks forward to working with the City to guarantee that the requirements of the CEQA are rigorously applied to this Project and all projects. We thank you for your continuing assistance in protecting our invaluable Luiseño tribal cultural resources. Sincerely, Merri Lopez-Keifer Chief Legal Counsel 1 Scott Donnell From:Mmflani Sent:Monday, February 17, 2020 2:10 PM To:Scott Donnell; Planning Subject:Planning Commission Meeting 2-19-20 Station 2 Scott, Thank you for your quick response re Planning C. Meeting 2-19-20 re Station 2. The following are some of my and some other neighbor's concerns re the project. 1. Entrance/ exit of equipment from the new station onto El Camino Real { ECR } a. There will be increased acceleration noise upon departure from the station onto an uphill area of ECR. b. There will be increased exhaust from the fire vehicles in the departure phase. 2. Traffic controls/patterns of setback of signal lights to ensure safe departure for staff and equipment 3. Street parking on Arenal and Estrella De Mar a. The hotel staff and hotel guests { convention and special event attendees ] have started to park more, in the past year, in these off hotel site areas in the residential neighborhood. This leaves little to no parking for the residents. b. The residents' driveways have become turn arounds for the hotel business. c. If Arenal cannot be used for parking because of safety concerns for fire equip and staff, this will instigate more non residential parking on Estrella De Mar Road. There are no sidewalks on Arenal and Estrella and there is no room for sidewalks. This area was developed pre Carlsbad annexation. It is extremely dangerous to walk/drive with cars parked on the street. Many residents also cannot see to get into and out of their driveways. Several residents have met with Hotel management re the hotel staff and business parking " inconsiderations" for the neighborhood. Mr. Yavanian from the Hotel has put forth effort to address our concerns. Residents have also spoken with city parking and police departments. Under the present city guidelines and laws, resolutions are not even on the horizon. 4. Wall construction along ECR was discussed at City/Resident/Fire Staff Meetings. The present plans do not appear to have these walls in place. a. Previously mentioned additional exhaust and noise will increase problems for fire property and for the home along ECR near the Firehouse b. The need to address drainage problems for the lot along ECR behind the firehouse, needs to be done. The easement land, as it has been called in the past, is now considered to be Fire Department property. The elevation of the three areas - residential lot, easement parcel and firehouse lot are all of different levels. A wall at the property line of the residential lot will not help with ECR noise/exhaust as the residential lot is below ECR elevation . c. A wall at ECR elevation will also protect the firehouse, its equipment, and personal vehicles of Department staff especially from the traffic signal " red light waiters " on ECR. The wall is a barrier that will assist in the visual and physical safety of the properties. d. The lack of the ECR wall exposes the firehouse and staff property along with the three residential properties to visual and physical access. The present vegetation that gives some visual protection and noise/exhaust assist will most likely be removed during construction. 5. Residents of the three homes behind the firehouse property were told the firehouse second story windows would be high enough on the structure that they would not provide visual access to the private properties behind the Firehouse. The plans enclosed in the notification letter do not demonstrate this. The Firehouse and staff have been very good neighbors in the nearly forty years of living here. I hope that this relationship will continue. Thank You, M. Flanigan