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HomeMy WebLinkAboutPRE 2026-0016; 6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY; Admin Decision LetterJune 3, 2026 Ana De La Vega 600 B St. Ste: 1620 San Diego, CA 92101 {city of Carlsbad VIA EMAIL AND MAIL SUBJECT: PRE2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY APN: 213-050-16-00 Thank you for submitting a preliminary review application for three separate project proposals, all consisting of a 15-bed Residential Care Facility for the Elderly (RCFE) named Homekind, with additional uses proposed for two (2) of the three (3) options. The 3.3-acre vacant site is located at 6420 El Camino Real. However, there is currently a city project for a Right-of-Way acquisition for El Camino Real, which may acquire around 22,851 square feet of the parcel. Please be aware that this stretch of El Camino Real is subject to an approved Capital Improvement Program (CIP 6072) to widen El Camino Real from Poinsettia Lane to Camino Vida Roble. The first project proposal, Scenario "A", includes a single-story residential care facility, roughly 8,500 square feet in size, that would accommodate 15 residents. Access is proposed to be provided off Jasper Way via a proposed private access easement through property owned by La Costa Greens Community Association, APN 213-310-08-00. The second proposal, Scenario "B", includes a two-lot subdivision, resulting in one 23,076-square-foot parcel and one 53,907-square-foot parcel (please see Planning comment #l0(a)). The 23,076-square-foot parcel is proposed to be developed with a single-family residence. The 53,907-square-foot parcel is proposed to be developed with a single-story residential care facility, roughly 8,500 square feet in size, that would accommodate 15 residents. Access is proposed to be provided off Jasper Way via a proposed private access easement through property owned by La Costa Greens Community Association, APN 213- 310-08-00. The third proposal, Scenario "C", suggests the same two-lot subdivision, resulting in one 23,076-square­ foot parcel and one 53,907-square-foot parcel. The 23,076-square-foot parcel is proposed to be developed with a 4,480-square-foot commercial building. The 53,907-square-foot parcel is proposed to be developed with a single-story residential care facility, roughly 8,500 square feet in size, that would accommodate 15 residents. Access is proposed to be provided off Jasper Way via a proposed private access easement through property owned by La Costa Greens Community Association, APN 213-310-08- 00. In response to your application, the Planning Division has prepared this comment letter. Please note that the purpose of a preliminary review is to provide you with direction and comments on the overall concept Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 2 of your project. This preliminary review does not represent an in-depth analysis of your project. It is intended to give you feedback on critical issues based upon the information provided in your submittal. This review is based upon the plans, policies, and standards in effect as of the date of this review. Please be aware that at the time of a formal application submittal, new plans, policies, and standards may be in effect and additional issues of concern may be raised through a more specific and detailed review. Planning: General 1. The land use designations and standards for the property are as follows: A. For the property to be developed (APN 213-050-16-00): i. General Plan: R-4, Residential (0-4 dwelling units/ac) ii. Zoning: One-Family Residential (R-1) iii. El Camino Real Corridor Standards, Area 4 B. For the property with which a private access easement is proposed (APN 213-310-09-00): i. General Plan: Open Space, OS ii. Zoning: Planned Community (P-C) iii. Master Plan: Villages of La Costa (MP 98-01) 2. Three projects were proposed; thus, the required permits are unique to each scenario: • Scenario "A" a. Conditional Use Permit (CUP) In the One-Family Residential (R-1) Zone, Residential Care Facilities serving more than 7 persons require a Conditional Use Permit (CUP) decision by the Planning Commission (CMC §21.10.020), with any appeals going to the City Council. b. Habitat Management Plan Permit (HMP) A Habitat Management Plan Permit (HMP) may be required depending upon the results of the below-requested Biological Resources Technical Report. The study will need to comply with the City of Carlsbad's Habitat Management Plan (HMP) and Guidelines for Biological Studies. Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 3 HMP: https://www.carlsbadca.gov/home/showpublisheddocument/1600/637432832614030000 Guidelines for Biological Studies: https://www.carlsbadca.gov/home/showpublisheddocument/1604/637819050500430000 c. Scenic Corridor Special Use Permit (SUP) A Special Use Permit (SUP) is required for development within the El Camino Real Scenic Corridor Overlay Zone. The purpose of this overlay is to preserve the scenic qualities and maintain and enhance the appearance of the roadway through design concepts and development standards. d. General Plan Amendment (GPA), Master Plan Amendment (AMEND), Tract Map Amendment (AMEND) Access to the development is proposed via a private access easement, of which documentation has not yet been provided, through private property owned by La Costa Greens Community Association (APN 213-310-08-00). The private property, located between the subject lot and Jasper Way, has a General Plan Land Use designation of Open Space (OS) and is zoned Planned Community (P-C). This parcel is a part of Carlsbad Tract Map No. CT 07- 07. The related resolution, Planning Commission Resolution No. 6403, identified it as an Open Space Preserve Area, which is identified in the Habitat Conservation Plan, the certified Villages of La Costa Master Plan EIR 98-07, and the Villages of La Costa Master Plan (MP 98-01). Evidence of legal access for the proposed development must be provided in the form of a legal and recorded easement, agreement from all properties to submit the application, and a legally consistent and complete application. Resolution No. 6403: https://records.carlsbadca.gov/WebLink/DocView.aspx?id=4832821&dbid=0&repo=CityofC arlsbad The construction of a road through this parcel may require a General Plan Amendment (GPA), as the General Plan requires the replacement of the OS in accordance with General Plan Policy 4-P.6. Additionally, the previous approvals, including the Villages of La Costa Master Plan and CT 07-07, would need to be amended to reflect the removal and subsequent replacement of the General Plan-designated OS. Given the significant challenges presented with this option, Planning staff recommends that access be relocated to an area not a part of a General Plan-designated Open Space. Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016-(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 4 Map of General Plan Designations Because a land use change to the General Plan requires approval from the City Council, all the above­ noted permits would require approval from the City Council (CMC § 21.54.040). If access to the development is relocated to an area that does not cross through General Plan­ designated OS and a General Plan Amendment is not required, the above-noted permits only require approval by the Planning Commission (CMC § 21.54.040). • Scenario "B" a. Conditional Use Permit (CUP) In the One-Family Residential (R-1) Zone, Residential Care Facilities serving more than 7 persons require a Conditional Use Permit (CUP) decision by the Planning Commission {CMC § 21.21.010), with any appeals going to the City Council. b. Minor Subdivision (MS, 4 or fewer units/lots) A Minor Subdivision (Tentative Parcel Map) is required to subdivide the property. Please see Planning Comment lO(a) below for additional information regarding the feasibility of a minor subdivision. c. Habitat Management Plan Permit (HMP) A Habitat Management Plan Permit (HMP) may be required depending upon the results of the below-requested Biological Resources Technical Report. The study will need to comply Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028} -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 5 with the City of Carlsbad's Habitat Management Plan (HMP} and Guidelines for Biological Studies. HMP: https://www.carlsbadca.gov/home/showpublisheddocument/1600/637432832614030000 Guidelines for Biological Studies: https://www.carlsbadca.gov/home/showpublisheddocument/1604/637819050500430000 d. Scenic Corridor Special Use Permit (SUP) A Special Use Permit (SUP} is required for development within the El Camino Real Scenic Corridor Overlay Zone. The purpose of this overlay is to preserve the scenic qualities and maintain and enhance the appearance of the roadway through design concepts and development standards .. e. General Plan Amendment (GPA), Master Plan Amendment (AMEND}, Tract Map Amendment (AMEND) Access to the development is proposed via a private access easement, of which documentation has not yet been provided, through private property owned by La Costa Greens Community Association (APN 213-310-08-00). The private property, located between the subject lot and Jasper Way, has a General Plan Land Use designation of Open Space (OS) and is zoned Planned Community (P-C}. This parcel is a part of Carlsbad Tract Map No. CT 07- 07. The related resolution, Planning Commission Resolution No. 6403, identified it as an Open Space Preserve Area, which is identified in the Habitat Conservation Plan, the certified Villages of La Costa Master Plan EIR 98-07, and the Villages of La Costa Master Plan (MP 98-01). Evidence of legal access for the proposed development must be provided in the form of a legal and recorded easement, agreement from all properties to submit the application, and a legally consistent and complete application. The construction of a road through this parcel may require a General Plan Amendment (GPA), as the General Plan requires the replacement of the OS in accordance with General Plan Policy 4-P.6. Additionally, the previous approvals, including the Villages of La Costa Master Plan and CT 07-07, would need to be amended to reflect the removal and subsequent replacement of the General Plan-designated OS. Given the significant challenges presented with this option, Planning staff recommends that access be relocated to an area not a part of a General Plan-designated Open Space. Because the land use change requires approval from the City Council, all the above-noted permits require approval from the City Council (CMC § 21.54.040). • Scenario "C" a. Conditional Use Permit (CUP} Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016-(DEV2026-0028)-6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 6 In the One-Family Residential (R-1) Zone, Residential Care Facilities serving more than 7 persons require a Conditional Use Permit (CUP). b. Minor Subdivision (MS, 4 or fewer units/lots) A Minor Subdivision (Tentative Parcel Map) is required to subdivide the property. After the Minor Subdivision is approved, an application to record the parcel map will be required. Please see Planning Comment lO(a) below for additional information regarding the feasibility of a minor subdivision. c. Scenic Corridor Special Use Permit (SUP) A Special Use Permit (SUP) is required for development within the El Camino Real Scenic Corridor Overlay Zone. The purpose of this overlay is to preserve the scenic qualities and maintain and enhance the appearance of the roadway through design concepts and development standards. d. Habitat Management Plan Permit (HMP) A Habitat Management Plan Permit (HMP) may be required depending upon the results of the below-requested Biological Resources Technical Report. The study will need to comply with the City of Carlsbad's Habitat Management Plan (HMP} and Guidelines for Biological Studies. HMP: https://www.carlsbadca.gov/home/showpublisheddocument/1600/637432832614030000 Guidelines for Biological Studies: https://www.carlsbadca.gov/home/showpublisheddocument/1604/637819050500430000 e. Site Development Plan (SDP) A Site Development Plan, processed according to the provisions of CMC Chapter 21.06, shall be required for a mixed-use development project (CMC § 21.28.015). f. General Plan Amendment (GPA), Zone Change (ZC), Master Plan Amendment (AMEND), Tract Map Amendment (AMEND) i. Access to the development is proposed via a private access easement, of which documentation has not yet been provided, through private property owned by La Costa Greens Community Association (APN 213-310-08-00). The private property, located between the subject lot and Jasper Way, has a General Plan Land Use designation of Open Space (OS) and is zoned Planned Community (P-C). This parcel is a part of Carlsbad Tract Map No. CT 07-07. The related resolution, Planning Commission Resolution No. 6403, identified it as an Open Space Preserve Area, which Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016-(DEV2026-0028} -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 7 is identified in the Habitat Conservation Plan, the certified Villages of La Costa Master Plan EIR 98-07, and the Villages of La Costa Master Plan (MP 98-01). Evidence of legal access for the proposed development must be provided in the form of a legal and recorded easement, agreement from all properties to submit the application, and a legally consistent and complete application. The construction of a road through this parcel may require a General Plan Amendment (GPA), as the General Plan requires the replacement of the OS in accordance with General Plan Policy 4-P.6. Additionally, the previous approvals, including the Villages of La Costa Master Plan and CT 07-07, would need to be amended to reflect the removal and subsequent replacement of the General Plan­ designated OS. Given the significant challenges presented with this option, Planning staff recommends that access be relocated to an area not a part of a General Plan­ designated Open Space. ii. To allow for a mixed-use development project on the subject site, a General Plan Amendment (AMEND) would be required to amend the city's General Plan Land Use Map designation from R-4, Residential (0-4 du/ac) to General Commercial (GC). A Zone Change (ZC) from One-Family Residential (R-1) to General Commercial (C-2) would be required to change the city's official zoning map and be consistent with the proposed General Plan Amendment as discussed above. Please note that only the parcel intended for commercial use could be rezoned to C-2, as Residential Care Facilities are not permitted in the C-2 zone . Because the AMEND, GPA, and ZC require a City Council decision; all the above-noted permits will also require a City Council decision (CMC § 21.54.040). 3. El Camino Real Corridor Standards. The proposed project is located within Area 4 of the El Camino Real Scenic Corridor Overlay Zone and requires a Special Use Permit (SUP). Please see the link to the El Camino Real Corridor Development Standards below: https://www.carlsbadca.gov/home/showpublisheddocument/232/637425974083470000 The intent of the El Camino Real Corridor Development Standards is to maintain and enhance the appearance of the roadway by setting standards for setbacks, building height, grading, and design. Research facilities, business parks, and the airport dominate this central portion of the city. In addition to Chapter 1-Design Guidelines, there are eleven (11) development standards associated with Area 4, which the project must be found to be consistent. As it relates to compliance with the eleven (11) development standards, the proposed use and design applies in the following areas: The following El Camino Real Corridor Development Standards apply to all 3 scenarios, "A", 11811 1 & "C": Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 8 a. Grading. No cut or fill shall exceed 15 feet from the original grade. b. Setback from roadway (ROW boundary): Minimum 30 feet. Some method of screening must be incorporated into this setback, which can include earthen berms, decorative walls, or heavy landscaping, or a combination of the three. In no case can a 6-foot-tall wall or parking area encroach closer than 25 feet from the El Camino Real right-of-way. The following El Camino Real Corridor Development Standards apply to only Scenario "C", as they only apply to commercial structures/uses: c. Design Theme-Scenarios "A" and "B": Please note that the "Campus type" design criterion is only required for commercial businesses; housing projects, such as a Residential Care Facility, should appear residential in nature. d. Design Theme-Scenario "C": "Campus type" research, business, service center. Submit elevations and architectural details with a formal submittal. e. Building Height: Maximum of 35 feet from pad grade, using the city's adopted formula for measuring building height. The building height of the proposed building would need to comply with the Carlsbad Building Height Definition (Zoning Ordinance Section 21.04.065). For assistance in determining how to measure building height, please see the Planning Division handout entitled "Guide to Measuring Building Height". Building Height, CMC Section 21.04.065: https://ecode360.com/44009980 Guide to Measuring Building Height: https://www.carlsbadca.gov/home/showpublisheddocument/268/637425976538130000 f. Signs: A freestanding monument sign shall not exceed five (5) feet above street grade, and 24 square feet in area. 4. ALUCP. The subject parcel is located within the McClellan-Palomar Airport Influence Area (AIA). New development within the AIA must be reviewed for consistency with the adopted land use compatibility plan for the airport, in this case, the McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP), adopted on January 25, 2010, and later amended on March 4, 2010, and December 1, 2011. Please see the link below for a review of the McClellan-Palomar Airport Land Use Compatibility Plan: https://www.carlsbadca.gov/home/showpublisheddocument/226/63744661775 7230000 Please be advised that Airport Land Use Commission (ALUC) approval is required for any proposed change in land use (such as Scenario "C"), given the subject parcel's location within the AIA. Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016-(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 9 a. Exhibit 111-1-Compatibility Policy Map: Noise. The subject parcel is located outside of the 60 db CNEL noise exposure range per Exhibit 111-1. Pursuant to the ALUCP Section 3.3.3(a) on page 3-19: "The threshold for evaluation is the projected 60 dB CNEL contour. This contour defines the noise impact area of the Airport. All land uses located outside of this noise contour are consistent with the noise compatibility policies." b. Exhibit 111-2 -Compatibility Policy Map: Safety. Pursuant to Exhibit 111-2, the subject parcel is located in Zone 6 (Traffic Pattern Zone). Pursuant to Table 111-2 (pp. 3-45 through 3-52), residential projects with a density range between 15 and 30 du/ac are considered compatible within Safety Zone 6 with no Floor Area Ratio (FAR) restrictions. Similarly, commercial uses are also considered compatible within Safety Zone 6 with no FAR restrictions. c. Exhibit 111-3 -Compatibility Policy Map: Part 77 Airspace Protection. The subject parcel is located within the 481-foot MSL horizontal surface contour. Any formal submittal of a project under the ALUCP would require compliance with the Federal Aviation Administration's (FAA) Federal Aviation Regulations (FAR) Part 77, Objects Affecting Navigable Airspace. With any formal application submittal and before city staff could consider an application complete, submittal of FAA aeronautical studies in accordance with the FAA's FAR Part 77, Subpart C, shall be submitted indicating the FAA's issuance of a "determination of no hazard to air navigation". These documents will be needed to accompany an application to the Airport Land Use Commission as part of any formal land use change. d. Exhibit 111-4 -Compatibility Policy Map: Overflight. The subject parcel is located within the Overflight Notification Area. Pursuant to the ALUCP Policy 3.6 -Overflight Compatibility Policies for McClellan-Palomar Airport, real estate disclosures and overflight notification documents would need to be recorded. e. Exhibit 111-5 -Compatibility Policy Map: Airport Influence Area. The subject parcel is located within Review Area 2 of the Airport Influence Area. Review Area 2 consists of locations beyond Review Area 1 but within the airspace protection and/or overflight notification areas. Limits on the heights of structures, particularly in areas of high terrain, are the only restrictions on land uses within Review Area 2. The recordation of overflight notification documents is also required in locations within Review Area 2 (see also subsection d) discussion above). f. Exhibit 111-6 -Compatibility Policy Map: Avigation Easement Area and Overflight Notification Areas. The subject parcel is located outside of the Avigation Easement Area but is located within the Airport Overflight Notification Area. As noted above in subsection d), real estate disclosures and overflight notification documents need to be recorded. g. Pursuant to Chapter 2, Policy 2.6.1, any proposal to change the land use designation for this site will require an Airport Land Use Commission (ALUC) review and determination of consistency. A copy of a completed FAA FAR Part 77 shall accompany an "Application for Determination of Consistency. Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 10 5. Noise Analysis. The subject parcel is located within the 70+ Community Noise Equivalent Level (CNEL) existing and future noise contours. Per General Plan Noise Element Table 5-1, multiple family residential uses are normally unacceptable in the 70-75 dB noise contour. Noise Contour Mop Noise Coumours FutureTransitNoiseContour 2035 Transit Noise Contour 60-65 CNEL ■ 65-70 CNEL ■ 70+CNEL With the project submittal, please submit a noise analysis prepared by a registered acoustician demonstrating compliance with the city's Noise Guidelines Manual and the General Plan Noise Element. The study should include an analysis of the proposed building materials and whether interior noise is attenuated to 45 dBA or less for the residential care facility and 55 dBA or less for the commercial use. If there is an outdoor courtyard for the residential care facility, the noise shall be attenuated to 65 dBA or less. Noise Guidelines Manual: htt ps ://www .ca rls ba dca .gov /home/sh ow pu bl is heddocu me nt/238/63 7 42597 40923 70000 6. Very High Fire Hazard Severity Zone (VHFHSZ). The parcel is in the VHFHSZ. Please refer to the comments to the Fire Department below for additional information. High Fire Severity Zone Map Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016-(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 11 7. Landscape Plans. This Preliminary Review application did not include preliminary landscape exhibit(s), thus it was not routed for landscape review. Please note that with a formal proposal, if submitted, conceptual landscape exhibits are required and shall be prepared in accordance with the General Requirements listed in Section 3 of the City of Carlsbad Landscape Plan, Conceptual Water Conservation Plan, Conceptual Fire Protection Plan, and a Conceptual Landscape Maintenance Responsibility Exhibit (private or common). The Landscape Manual can be found on the city's website at: https://www.carlsbadca.gov/home/showpublisheddocument/11160/637985942877070000 8. Residential Care Facility (RCF). RCFs are defined by CMC § 21.04.480 as "Any family home, group care facility, or similar facility, licensed by the State of California, for twenty-four hour nonmedical care of persons in need of personal services, supervision or assistance essential for sustaining the activities of daily living or for the protection of the individual as provided in Section 1502 of the California Health and Safety Code. 11 a. Medical care: Residential Care Facilities are limited to non-medical staffing and care. A previous City Planner Determination letter, PRE 2025-0005, which is attached to this letter for reference, determined that "medication reminders" and non-medical medication management would be permitted in an RCF. However, the proposed project description entails outside medical providers, such as "physicians, nurses, therapists, and hospice" to visit the site. The use of medical providers on-site aligns with a Professional Care Facility, as defined in CMC § 21.04.440, and would require a rezone to a zone that allows those facilities/services, such as R-3, Multiple-Family Residential or RD-M, Residential Density­ Multiple. b. Parking: Pursuant to CMC § 21.44.020, Table A, Residential Care Facilities serving more than seven persons, parking is, " ... determined by the city planner and shall be based on the operating characteristics of a specific proposal, including, but not limited to, number of: (1) Employees, (2) Beds, and (3) Service deliveries." The project offers eight parking spaces for a 15-bed facility with seven employees. To determine the required number of parking spaces, staff will need further information. This information will need to address the expected auto use and parking needs of residents, visitors/guests, employees, and service personnel/deliveries, as stated in the code section above. Please note that since Jasper Way is only 28 feet-wide, no overflow parking can be permitted offsite. c. Design: Due to their residential nature, Residential Care Facilities are permitted in the "R" zones. The design should reflect such. The exterior design should be revised to appear non­ commercial, similar to a single-family home. Internally, the lobby and reception signify commercial uses, which are not allowed as part of a residential project in the R-1 zone. Therefore, the lobby and reception rooms associated with commercial use will need to be removed, as only features consistent with a home should be included in the floor plan. 9. New requirements related to the city's goals to reduce greenhouse gas (GHG) emissions will likely impact development requirements of this project. A formal application submittal will need to include a completed Climate Action Plan Checklist (Form P-30) to determine what requirements will apply to Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 12 the project. New GHG reduction requirements are related to energy efficiency, photovoltaic, electric vehicle charging, water heating and traffic demand management requirements, as set forth in the California Green Building Standards Code and in Carlsbad Municipal Code Chapters 18.21, 18.30, and 18.51, which are available on the city's website at the following address: http://www.qcode.us/codes/carlsbad/view.php?topic=18&frames=on To the extent that new GHG reduction requirements are in effect at the time of application for grading or building permits, the project will be required to comply with the effective requirements even if different than what is proposed in the project's planning approvals. GHG reduction requirements may impact, but are not limited to, site design and local building code requirements. If incorporating new GHG reduction requirements results in substantial modifications to the project after planning approvals are obtained, then prior to issuance of grading or building permits, the applicant may be required to submit and receive approval of a Consistency Determination or an Amendment application for the project through the Planning Division . The preliminary review also included the following questions. Please see Planning responses to the questions below. The Fire Department-related responses are included with the Fire comments. 10. Scenario 11811 Questions: a. Are proposed lot sizes and configurations acceptable? The project description for Scenario 11B11 describes a two-lot subdivision, resulting in one 23,076-square-foot parcel and one 53,907-square-foot parcel. This square footage only adds up to about 1.75 acres, which does not match the net area of the parcel. Please clarify. The minimum lot area required within the R-1 zone implementing the R-4 land use designation is 7,500 square feet. However, staff is unable to fully evaluate the lot configuration due to insufficient information provided on the plans, including missing lot dimensions and related details. Please also note, pursuant to CMC §20.16.010, parcels created through a minor subdivision are required to maintain a minimum lot depth of 90 feet. Since the existing lot is 25 feet deep and nonconforming with respect to depth, Planning staff cannot support any further subdivision of the subject property. b. Is SB 9 or a formal TPM the appropriate process? Staff is not able to find a Residential Care Facility to meet the definition of a Primary Unit, as defined by the California Department of Housing and Community Development, " .... a single­ family residence or a residential unit within a multi-family residential development." Therefore, Govt. Code §65852.21 and §66411.7, an RCFE is not eligible for an SB-9 subdivision. Gov. Code §65913.4(a)(6)(D) precludes SB-9 splits in high or very high fire hazard severity zones unless the new development complies with the city adopted fire hazard mitigation Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 13 11. measures. Additionally, there are potential disqualifying factors for SB-9, such as the property owners must sign an affidavit stating they will occupy one of the housing units as a primary residence for at least three years after splitting the property or the addition of units pursuant to Gov. Code§ 66411.7(g). Notwithstanding the above, it is not apparent how those findings could be made in the proposed use is a residential care facility. See LDE response to comment #7(a) above regarding TPM requirements. SB-9 Bulletin: https ://www .ca rls ba dca .gov /ho m e/s howpu bl is heddocu m ent/8771/638956104 7 444 70000 a. Can both lots share access via Jasper Way? See LDE comments and Planning comments for Scenarios "A" and "B". b. What utility connections are required per parcel? See Utilities comments below. Scenario "C" Questions: a. Would a commercial use on the subdivided parcel require a General Plan Amendment, Zone Change, or rezone? One for the lot with commercial proposed. Is this consistent with ECR Corridor Area 4 standards? See comment #2(C) -Scenario "C" details. All necessary application forms, submittal requirements, and fee information are available at the Planning counter located in the Faraday Building at 1635 Faraday Avenue or online at https://www.carlsbadca.gov/departments/community-development/planning. You may also access the General Plan Land Use Element and the Zoning Ordinance online at the website address shown. Please review all information carefully before submitting. Land Development Engineering: All items listed under Engineering apply to Scenarios A, B, and C. The only distinction is that Scenario A would not require a tentative parcel map. Due to the complexity of the existing and proposed lot dimensions associated with the subdivision, staff is unable to make a definitive determination at this time as to whether the proposed access arrangement would be permissible for all resulting parcels. The conceptual plans submitted are too preliminary and lack sufficient detail to allow for a comprehensive review of the proposed subdivision layout, access configuration, easement rights, and potential development constraints. 1. A Transportation Demand Management (TDM) plan may be required depending on the number of employee vehicle trips the project will generate. Calculate the gross employee ADT using the generation rates from Table 2-2 of the TDM Handbook at https://www.carlsbadca.gov/home/showpublisheddocument/310/637425981338370000. Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 14 Show calculations on the Climate Action Plan checklist, Form P-30. If applicable, submit a TDM plan with your application for discretionary permits. 2. Depending on the CEQA determination, which is determined after the application for discretionary permits is submitted, a Vehicle Miles Traveled (VMT) analysis may be required per the Vehicle Miles Traveled Analysis Guidelines available at https://www .ca rlsbadca .gov /home/showdocument?id=312 3. Complete a Stormwater Standards Questionnaire Form E-34, https://www.carlsbadca.gov/home/showpublisheddocument/604/638683035715330000. This questionnaire will guide you and the city in determining what type of reports and stormwater mitigation must be completed to satisfy state and city stormwater quality requirements. 4. Based on a preliminary analysis, it appears that this project is a Priority Development Project (PDP). Submit a Storm Water Quality Management Plan. The post-construction stormwater treatment BMPs shall be shown on a conceptual grading plan and drainage plan with the discretionary application. 5. Provide a Preliminary Title Report (current within (6) months of application date). The site plan submitted for review indicates "PROP R/W" and references Doc No. 2023-0344873. Please provide the recorded document as it is unclear what this document is in reference to. In general, the site plan shall plot all easements listed in the report. 6. Annotate and delineate all existing easements and encumbrances listed in the Preliminary Title Report. 7. If any vacations or quitclaims are planned with this development, annotate on the site plan. 8. A sump condition exists on El Camino Real along the property frontage. The drainage appears to flow overland eastward to an existing headwall inlet onsite to a public 24-inch pipe that laterally crosses El Camino Real westward. A public curb inlet will be needed to replace the existing on­ site inlet. Show removal of the existing onsite RCP and inlet that is no longer needed. Include an analysis in the hydrology study. Reference record drawing, DWG 177-3 sheet 5, found on the city's public records access page. 9. Per CMC15.16.060, this project will require a grading permit and grading plan. As per Planning checklist requirements, a preliminary grading plan is required with your application for discretionary review. 10. A separate improvement plan for work within the right-of-way is required . 11. This project shall utilize City of Carlsbad Survey Control Network established on Record of Survey Map 17271, NAD83, Zone VI, 1991.35 Epoch for horizontal control and NGVD 29 datum for vertical control per City of Carlsbad Engineering Standards. Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016-(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 15 12. Delineate and annotate the limits of grading. 13. Delineate and annotate approximate topographic contours for existing and proposed conditions. Provide 1-foot contours for slopes less than 5%; 2' intervals for slopes between 5% and 10%, and 5' intervals for slopes over 10%. Extend contours a minimum 25 feet beyond the project boundary. 14. On the site plan, show and identify all existing and proposed surface improvements screened back (curb, gutter, sidewalk, paving, manholes, inlets, street lights, adjacent driveways, vaults, transformers, street trees, etc.) at the project site, project frontage and within 25 feet of the boundary. 15. Delineate location of all proposed buildings, walls, fences and permanent structures onsite and within 25 feet of the site. 16. Indicate the earthwork quantities (cut, fill, import, export, remedial) proposed for the project in cubic yards. 17. Provide spot elevations at the corners of each pad in the proposed condition. Include finish pad and floor elevations. 18. Provide the method of draining each lot. Unless otherwise specified by a geotechnical engineer, the method of drainage shall comply with California Building Code (latest version) section 1804.4. 19. Show existing lot line bearing and distance. 20. Provide a 5-foot minimum back-up clearance at the last stall of the row of parking spaces. 21. Show all existing and proposed utilities, callout size, and record drawing numbers for: water, sewer, storm drain, underground dry utilities, overhead lines, traffic signals, street lights in El Camino Real, and laterals affecting the property. 22. All transformers and electrical facilities solely serving this project site shall be located on site and outside of the public right-of-way 23. Obtain a letter from SDG&E confirming their approval of the proposed transformer location and stating that no additional off-site facilities will be necessary for this project. Please also include all existing and proposed dry utilities and the services that will supply power to the proposed transformer. 24. Public potable water and sewer mains along project frontages must meet minimum design diameter and material as specified in City of Carlsbad Engineering Standards Vol. 2 Section 3.2.2 for water and Volume 1 Section 6.2 for sewer. Utility replacement and/or upsizing may be required as a condition of development. Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 16 25. Locate fire service, backflows, potable and recycled water services, meters, landscape irrigation services, and sewer laterals for the new development in compliance with City of Carlsbad Engineering Standards requirements. 26. Ensure the trash enclosure design is consistent with the City of Carlsbad and Republic Services standards, see building department form B-76. 27. A 3" AC grind and overlay, and appropriate trench resurfacing requirements are required for the construction of proposed utilities but not limited to the removal of abandoned and/or utilities to be removed. 28. Coordinate with the Vallecitos Water District and all easement holders listed on the title. The project will require written approval from all agencies/persons of interest. 29. Meet with the Fire Department to identify the necessary fire protection measures required for this project (access, fire hydrants, sprinkler system, on-site circulation, emergency access, etc.) Please be advised that a more in-depth review of the proposed development will occur with the discretionary permit application when a more complete design of the project is provided. Fire & Life Safety Department: 1. Due to vehicle access being taken from Jasper Way and to expedite emergency response times, the building address shall be a Jasper Way address. 2. Show hose-pull dimensions to all structures. Hose-pull measurement begins at a point in the fire access road where fire apparatus would park to perform emergency operations. If access is taken from a public street, measurement shall be taken 10 feet from the edge of the curb. Hose-pull measurement is required to be no greater than 150 feet to all portions of the exterior of the first floor of any structure. 3. Firefighter access walkways shall be provided to all exterior doors and access points in each building and must be a minimum offive feet in width. 4. Parcel is mapped in a Very High Fire Hazard Severity Zone. 100 feet of defensible space is required and shall be shown on the Landscape Plan to be in conformance with the 2025 California Wildland­ Urban Interface Code. 5. Hydrants shall be provided along the length of the fire access roadway in the quantities and up to the maximum distances prescribed in CFC Table C 102.1 and in accordance with the approved Form P99-F. 6. In designated Fire Hazard Zones/Fire Suppression Zones, fire access roads shall be at least 28 feet wide. Responses to Applicant's Questions for Fire Department: Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 17 1. If the project increases from 16 to approximately 20 bedrooms, how would the Fire Department classify the facility for fire and life safety purposes {R-4, R-2.1, or another classification), considering a 50% bedridden and 50% ambulatory resident population? Fire defers to the Building Department to determine occupancy classification. However, a maximum of 16 patients are allowed in an R-4 occupancy. 2. If hospice patients are housed in the facility but all medical services are provided by an external hospice agency -and the facility itself provides no medical treatment -would the Fire Department maintain the occupancy classification as R-4 or l-1 Condition 2? Fire defers to the Building Department to determine occupancy classification; however, the FD is of the opinion that facility staff would provide, at a minimum, custodial care, and this would still be considered to be an R-4. 3. If the occupancy transitions from R-4 to 1-1 Condition 2 due to bedridden residents, does this affect the CUP eligibility or zoning classification of the facility in the R-1 zone? Response from the Planning Department-Please contact the Building Department regarding occupancy. However, if there are bedridden residents, this operation would likely no longer function as a Residential Care Facility and would be considered a Professional Care Facility. Please provide more information. 4. If the project installs a full NFPA 13 fire sprinkler system (beyond the typical NFPA 130 residential requirement), would the Fire Department consider this as a basis for reducing or modifying fire apparatus access requirements such as hose lay distance, turnaround requirements, or fire lane length? When a project is deficient in a code requirement such as fire department access, the applicant can submit an Alternative Methods and Materials (AM&M) request to the Fire Marshal for review. The request needs to be specific and provide a detailed justification as to how the proposed alternative meets or exceeds the code requirement for fire department access. There are cases in which an increased sprinkler design or density is appropriate, and there are times when other or additional methods are provided. There is not enough information included in this proposal to be able to definitively answer this question at this time. A Guideline for submitting an AM&M request is available on the city website. 5. In the event a full NFPA 13 system is installed, would this have any impact on the required fire flow {GPM} or hydrant spacing requirements applicable to the project? No. Fire Flow, per the CFC, is calculated based on square footage and construction type. 6. Does the fire apparatus circulation shown in the attached Exhibit "A" schematic site plan meet the Fire Department's operational requirements for emergency access and maneuvering? Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 18 The length of each side of the hammerhead 11T11 shall be a minimum 50 feet in length, as shown in the Fire Access Guideline (available on the city website), or as shown using AutoTURN or similar program. 7. What is the minimum required fire lane width for this occupancy type and site configuration? In designated Fire Hazard Zones/Fire Suppression Zones, fire access roads shall be at least 28 feet wide. 8. Based on the current schematic site plan, the nearest existing hydrant is approximately 390 linear feet from the proposed building location. Please confirm whether this distance complies with Fire Department standards or whether a new hydrant installation will be required as a condition of approval. Hydrants shall be provided along the length of the fire access roadway in the quantities and up to the maximum distances prescribed in CFC Table C 102.1 and in accordance with the approved Form P99-F. We will need to review the precise location of existing hydrants and measure along fire department access roads the distance. It is possible that an additional hydrant would not be required. 9. What is the preferred location for the Fire Department Connection (FDC} relative to the building entry and the fire apparatus access lane? The Fire Department's preference is for FDCs to be located on the side of the building with fire department apparatus access, and located so that a hose line running between the hydrant and the FDCs served by that hydrant does not cross driveways, obstruct roads or fire lanes, or otherwise interfere with emergency vehicle response and evacuation of a site. 10. For a 15-20 resident RCFE with a mix of ambulatory and bedridden occupants, are 6-foot corridor widths acceptable for life safety and evacuation purposes under CBC and CFC requirements? The Fire Department does not have any amendments to the CFC for corridor width. Width as required by the CBC would be appropriate. 11. Under R-4 occupancy, what are the minimum exit and corridor width requirements the Fire Department would apply to this facility? Fire defers to the Building Department for the determination of corridor width requirements. The fire department is of the opinion, given the level of detail provided at this point, that a 44-inch clear width in the corridor may be appropriate. Building: 1. Provide a complete Climate Action Plan (CAP) Consistency Checklists (city forms B-50). Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 19 2. Provide an allowable building area and height analysis on the plans per CBC 503, 504, 506, and 508, or provide a detailed narrative describing how the building will meet the allowable building area and height provisions of CBC Chapter 5. 3. Provide a site plan showing: a. At least one accessible route to the site from each of the following per CBC llB-206.2.1: i. Accessible parking spaces and accessible passenger loading zones ii. Public streets and sidewalks. iii. Public transportation stops to the accessible building or facility entrance they serve. 4. Provide a parking analysis showing the following: a. Total number of parking spaces. b. Total number of accessible parking spaces in accordance with CBC Table llB-208.2 c. Total number of van accessible parking spaces per CBC llB-208.2.4. 5. Identify the number of EV parking spaces provided on site and provide standard accessible and van accessible EV parking spaces in accordance with CBC Table llB-228.3.2.1. 6. Dimension the distance between the exit doors to be no less than 1/3 the length of the maximum overall diagonal dimension of the area served, measured in a straight line. CBC 1007.1.1. 7. Please note special provisions applicable to R-4 occupancies. a. Group R-2.1 and R-4 occupancies licensed as a Residential Care Facility (RCF) with individual floor areas over 6,000 square feet per floor, shall be provided with smoke barriers constructed in accordance with Section 709. CBC 435.5.1. b. At least two means of egress shall be provided from each smoke compartment created by smoke barriers. Means of egress may pass through adjacent compartments, provided it does not return through the smoke compartment from which means of egress originated. Smoke compartments that do not contain an exit shall be provided with direct access to not less than two adjacent smoke compartments. CBC 435.5.3 c. Group R-4 occupancies housing non-ambulatory elderly clients shall be of not less than one-hour fire-resistance-rated construction throughout. CBC 435.3.4 Transportation & Mobility: 1. Provide a trip generation calculation related to the proposed project, consistent with the latest City of Carlsbad Transportation Impact Analysis Guidelines. 2. Per the previous comment, if the project meets the required trip generation thresholds for a Local Mobility Analysis report, please send a Scoping Agreement directly to nick.gorman@carlsbadca.gov per the latest City of Carlsbad Transportation Impact Analysis Guidelines. The scoping agreement is provided in Appendix A of the TIA guidelines. 3. This project is directly adjacent to a city project beginning construction along El Camino Real, as of April 20th, 2026. Please ensure that all proposed site designs are consistent and not in conflict with this project. See the approved plan set attached to this Preliminary review letter. Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 20 Habitat Management Plan (HMP): 1. The project site is close to the HMP hardline, but does not appear to be adjacent to it, and therefore, HMP Adjacency Standards do not apply. However, the Preliminary Review application states: Vacant, previously disturbed lot west of ECR. HMP mapping confirms no habitat overlay. All sensitive resources (coastal sage, riparian, gnatcatcher} are east of ECR. Biological Reconnaissance Report to be submitted with CUP application. There is no current HMP biological resources mapping for this area. Based on Google Street View (see screenshot below), it appears that at least a portion of this property contains coastal sage scrub. Impacts to sensitive habitat requires avoidance or mitigation. Therefore, the project must submit a biology report, consistent with the city's Guidelines for Biological Studies {2022), and include the following information: a. Vegetation mapping of the property plus 100 feet around the property. b. Calculated acreage of all vegetation types -acres of existing vegetation types and acres of each type to be impacted. c. A description of mitigation d. Results of any required biological surveys, such as the focused species survey for the coastal California gnatcatcher and Crotch's bumblebee. HMP Hardline: Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016-(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 21 2. Because the project is outside of the coastal zone, impacts to coastal sage scrub that is not occupied by the coastal California gnatcatcher may be mitigated through payment of an HMP Mitigation Fee. 3. Mitigation for other vegetation types must be mitigated pursuant to HMP Table 11. Please provide the following information and/or document(s) with the requested number of copies as specified for a formal submittal. Utilities: There are a significant number of challenges any development will face in designing a development for this parcel. Please note the items below for consideration prior to moving forward: The submitted site plan does not appear to adequately address existing site constraints, notably: a. Both the City of Carlsbad and Vallecitos Water District (VWD) have existing sewer facilities in the area that will impact the development footprint. VWD will need to review and approve all proposed site plans prior to Carlsbad approval. See Attachment 1. b. The City of Carlsbad has a CIP project planned to divert flow from our force-main out of the Vallecitos Interceptor and into the Carlsbad collection system. There are two potential alignments currently being considered, but we have not yet begun on alignment studies for this project. Additional easement space will need to be provided for the future alignments. See Attachment 2. If the proposed project proceeds to discretionary plan submittals, the following will be required: 1. Submission of a water study analysis for the project that includes domestic meter and fire sizing criteria, as well as modeling of public distribution system in response to the proposed on-site water demands per the current Carlsbad Engineering Design Standards and applicable NFPA fire flow requirements. 2. Submission of a sewer study analysis for existing and proposed demands for the public sewer main based on current Carlsbad Engineering Design Standards and should include design considerations for the potential sewer realignments identified in item 'b' above. 3. Project Plans must be updated to identify all buried utilities on site and in the El Camino Real right of way along project frontage. Existing and proposed utility connections will need to be properly located and sized for proposed demands and shall be labeled with current standard detail references. See additional red line comments on site plan in Attachment 3. Parks Department: 1. Please submit landscape plans for review. Community Development Department Planning Division I 1635 Faraday Avenu e I Carlsbad, CA 92008-7314 I 442-339-2600 PRE 2026-0016 -(DEV2026-0028) -6420 EL CAMINO REAL RESIDENTIAL CARE FACILITY June 3, 2026 Pa e 22 2. In accordance with the City of Carlsbad Landscape Manual, please provide a minimum of one street tree for every 40 feet of street frontage, utilizing the City of Carlsbad Approved Street Tree List for all trees planted within the public right-of-way. City of Carlsbad Landscape Manual: htt ps ://www .ca rlsba dca .gov /home/sh owpu bl is heddocu me nt/ 11160/63 7985942877070000 If you would like to schedule a meeting to discuss this letter with the commenting departments, please contact Mackenzie VanZyverden at the number below. You may also contact each department individually as follows: • Planning: Mackenzie VanZyverden, Assistant Planner, at (442) 339-5301 • Land Development Engineering: Linda Ontiveros, Project Engineer, at (442) 339-2773 • Fire & Life Safety: Darcy Davidson, Fire Marshal at (442) 339-2662 • Building: Jesse Sanchez, at (442)-339-2091 • Habitat Management: Rosanne Humphrey, at (442)-339-2698 • Public Works/Traffic: Nick Gorman, at (442)339-2793 • Parks: Nick, Stupin, at (442)-339-2527 Sincerely, ERIC LARDY, AICP Assistant Director of Community Development EL:MV:cf c: Andrew D. and Linda E. Reintjes, Email: Homesize66@aol.com Linda Ontiveros, Project Engineer Fire & Life Safety Laserfiche/File Copy Data Entry Approved Street Tree list DWG 523-2; El Camino Real Widening Community Development Department Planning Division I 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2600 STl1EE-l ThEE SP[ IE, LIST · SIVl!\LL Arbutus tmedo 'Morino' Marina' Strawberry tree Evergreen 10-25 10-25 Slow Low Archontophoenix cunninghamiono l<ing palm Evergreen 35-55 15-20 Mod. Low Broheo armato Mexican blue palm .. Evergreen 15-25 15-20 Mod. Low Broheo edulis Guadalupe palm Evergreen 15-25 10-15 Mod. Low Cal/istemon citrinus Lemon bottlebrush Evergreen 10-15 10-15 Mod. Low Cercis canadensis 'Forest Pansy' Eastern Redbud Deciduous 25-30 15-20 Mod. Mod. Chionanthus retusus Chinese fringe tree Semi 15-20 15-20 Slow Mod. Eriobotryo deflexo Bronze Loquat Evergreen 10-20 10-15 Fast Mod. Handroanthus chrysotricho Golden Trumpet Tree Deciduous 25-30 15-20 Mod. Mod. Howea forsteriano Paradise Palm Evergreen 50-60 15-20 Slow Mod. Lagerstroemia hybrids Crape myrtle Deciduous 15-25 10-20 Mod. Mod. Magnolia grandifloro 'Little Gem' Magnolia 'Little gem' Evergreen 10-20 10-15 Mod. Mod. Podocarpus henkelii Long-leafed yellow wood Evergreen 25-40 15-25 Slow Mod. Prunus cerosijero Purple leaf plum 'Thundercloud' Deciduous 15-20 15-20 Mod. Mod. Rhus Jancea African Sumac Evergreen 15-30 15-30 Mod. Low Stenocarpus sinuatus Firewheel tree Evergree11 20-25 15-20 Slow Mod. Syagrus romanzofflanum Queen palm Evergreen 35-45 20-25 Mod. Mod. STREET TREE SPECIES LI ST -MEDIUM : .. Agonis flexuoso Albizia julibrissin Mimosa Deciduous 25-35 25-35 Mod. Mod. Bauhinia variegata Hong kong orchid Semi 20-25 20-25 Mod. Mod. Ca/odendrum capense Cape chestnut Deciduous 25-35 25-35 Mod. Mod. Cassia Jeptophylla Gold medallion Semi 15-25 15-25 Fast Mod. Ceratonia slliqua Carob tree Evergreen 30-40 30-40 Mod. Mod. Carymbia ficifolio Red-Flowering Gum Evergreen 15-45 15-60 Mod. Mod. Cu press us arizonica Arizona cypress Evergreen 30-40 15-20 Slow Low Euca/ytpus torquata Coral Gum Evergreen 15-35 15-30 Slow Mod. Fraxinus oxycarpo 'Raywood' Flame ash Deciduous 30-40 25-30 Mod. Mod. Gingko bi/oba Glnko Deciduous 30-40 30-40 Slow Mod. Handrocinthus heptaphyl/us Pink Trumpet Tree Deciduous 25-50 20-40 Mod. Mod. Jacaranda mimosifo/ia Jacaranda Deciduous 25-35 25-30 Mod. Mod. Koelreuteria bipinnata Chinese flame Deciduous 20-40 20-40 Mod. Mod. Laurus nobilis Sweetbay Evergreen 30-40 25-35 Slow Low Lophostemon confertus Brisbane box Evergreen 25-35 20-25 · Mod. Mod. Mela/euca nesophi/a Pink Melaleuca Evergreen 15-30 15-30 Mod. Low Metrosideros excelsus New Zealand Christmas Tree Evergreen 15-25 15-25 Mod. Mod. Marus alba 'Fruitless' Fruitless mulberry Deciduous 20-30 30-45 Fast Mod. Pistacia chinensis Chinese pistache Deciduous 25-35 25-35 Mod. Mod. Podocrpus macrophyl/us Yew pine Evergreen 30-40 25-35 Slow Mod. Prunus caroliniono Prunus caroliniana Evergreen 20-30 15-25 Fast Mod. R-ET R p IE LIS -LAR Acacia melanoxy/on Black Acacia Evergreen 40-50 20-30 Fast Mod, Afrocarpus falcatus Fern pine Evergreen 50-60 50-60 Slow Mod. A/nus cordata Italian Alder Deciduous 40-50 25-30 Fast Mod. Brachychiton acerifo/ius Australian Flame Tree Deciduous 50-60 30-40 Mod. Mod. Brachychiton rupestris Queensland Bottle Tree Evergreen 25-30 20-25 Fast Low Ca/ocedrus decurrens Incense Cedar Evergreen 50-70 15-20 Slow Mod. Casuarina equisetifo/ia River she-oak Evergreen 60-70 30-40 Mod. Mod. Cedrus deodaro Deodar cedar Evergreen 40-50 40-50 Slow Mod. Cinnomomum camphoro Camphor tree Evergreen 40-50 50-60 Mod. Mod. Corymbia citriodoro Lemon-scented gum Evergreen 60-80 30-40 Fast Low Corymbla ficifolia Red-flowering gum Evergreen 15-45 15-60 Mod. Mod. Da/bergia sissoo Indian Rosewood Deciduous 45-60 30-40 Mod. Mod. Eucalyptus camaldulensis River red gum Evergreen 45-150 45-105 Fast Mod. Eucalytpus sideroxylon Red ironbark Evergreen 30-90 30-60 Fast Mod. Fraxinus uhdei 'Majestic Beauty' Majestic Beauty' ash Deciduous 70-80 50-60 Fast Mod. Gleditsia tricanthos var. inermis Thornless honey locust Deciduous 50-60 30-40 Fast Mod. Grevil/ea robusta Silk oak Evergreen 50-65 25-40 Fast Mod. Hesperocyparis mocrocarpa Monterey cypress Evergreen 45-60 45-50 Fast Mod. Jug/ans nigra Black walnut Deciduous 90-100 60-70 Mod. Mod. Liquidambar styrocif/ua American Sweetgum Deciduous 60-80 30-40 Fast Mod.-High Magnolia grandif/ora Southern magnolia Evergreen 40-50 30-40 Mod. Mod. Melaleuca quinquenervia Cajeput tree Evergreen 30-40 20-25 Mod. Mod. Platanus acerifolia 'Columbia' Columbia London Plane Deciduous 40-80 30-40 Fast Mod.-Hlgh Pinus canariensis Canary island pine Evergreen 50-70 30-40 Fast Low Pinus pinea Italian Stone Pine Evergreen 40-80 40-60 Mod. Low Pinus torreyana Torrey pine Evergreen 40-50 30-40 Fast Mod. Popu/us fremontii 'Nevada' Western cottonwood Deciduous 40-80 30-50 Fast Mod. Quercus agrifolia Coast live oak Evergreen 50-60 50-60 Mod. Low Quercus ilex Holly oak Evergreen 40-50 40-50 Mod. Mod. Quercus suber Cork oak Evergreen 40-60 40-60 Slow Mod. Quercus virginiana Southern Live Oak Evergreen 40-80 40-80 Fast Mod. Spathodea campanulata African Tulip Tree Evergreen 40-75 20-50 Fast Mod.-High Ullmus parvifolia Chinese elm 'Allee' Deciduous 45-55 40-50 Mod. Mod. Umbellularia californ/ca Californina laurel Evergreen 40-60 40-60 Slow Mod. 16 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 INDEX OF SHEETS: SHEET 1 2 3 4 5-6 7 8 9 10-11 12-14 15-16 17-18 19-32 DESCRIPTION TITLE SHEET GENERAL NOTES AND INDEX MAP TYPICAL CROSS SECTIONS DEMOLITION PLANS IMPROVEMENT PLANS AND PROFILES CONSTRUCTION DETAILS UTILITY PLANS STORM DRAIN PLAN AND PROFILES STORM DRAIN DETAILS SIGNING AND STRIPING PLANS TRAFFIC CONTROL PLANS STREET LIGHTING AND FIBER OPTIC PLANS LANDSCAPE IMPROVEMENT PLANS BASIS OF COORDINATES (NAD83) THE BASIS OF COORDINATES FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983 (NAD83) CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 1983 (CCS83) ZONE 6 (EPOCH 1991.35) BASED LOCALLY UPON THE FOLLOWING CONTROL POINTS PER RECORD OF' SURVEY 17271. STATION NORTHING EASTING DESCRIPTION 69 1984851.187 6249208.385 2.5" B.D. LS 6215 AT EL CAMINO REAL & POINSETTIA LN 97 1992628.340 6250181.587 B.D. RE 26433 IN MEDIAN ISLAND CURB 350' N. OF PALOMAR AIRPORT RD GRID BEARING BETWEEN #69 AND #97 = N 07"07'58" E. VERTICAL CONTROL (NGVD29) ELEVATIONS SHOWN HEREON ARE IN TERMS OF THE NATIONAL GEODETIC VERTICAL DA TUM OF 1929 (NGVD29) BASED LOCALLY UPON THE FOLLOWING CONTROL POINT PER ROS 17271. STATION ELEVATION DESCRIPTION 69 272.456' 2.5" B.D. LS 6215 AT EL CAMINO REAL & POINSETTIA LN SUPPLEMENTAL CONTROL AS ESTABLISHED FOR THIS PROJECT NOTE: SUPPLEMENTAL CONTROL POINTS WERE ESTABLISHED HORIZONTALLY BY RTK GPS SURVEY WITH REDUNDANCY AND VERTICALLY BY THE 3RD ORDER LEVELING AND TRIG LEVELING. Eli N OR Il::11 N !. EASTIN!. ELEY, DESCRIPTION 503 1988687.39 6050243.22 318.66 cp scribed x 504 1988101.74 6249882.63 319.14 cp b&c 505 1987490.36 6249343.24 300.78 cp scribed x 506 1986707.10 6248838.96 322.63 cp scribed x SOURCE OF TOPOGRAPHY: TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON 02/20/2020 BY AGUIRRE & ASSOCIATES. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION: THIS PROJECT IS LOCATED ALONG EL CAMINO REAL FROM POINSETTIA LANE TO CAMINO VIDA ROBLE IN THE CITY OF CARLSBAD. IMPERVIOUS AREA: TOTAL DISTURBED AREA = 1.67 ACRES (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS, AND SLOPE KEYWAYS) TOTAL EXISTING IMPERVIOUS AREA = 0.58 ACRES TOTAL REPLACED IMPERVIOUS AREA = 0.49 ACRES TOTAL PROPOSED IMPERVIOUS AREA (NEW AND EXISTING) = 1.07 ACRES STORM WATER BMP CATEGORY: EXEMPT FROM HYDROMODIFICATION (SEE FINAL GREEN STREETS STORM WATER QUALITY TECHNICAL MEMO FOR DOCUMENTATION). WORK TO BE DONE: THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. 2. 3. 4. 5. 6. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD ENGINEERING STANDARDS THIS SET OF PLANS RESOLUTION NO. _______ ,DATED _______ _ THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK). SOILS REPORT AND RECOMMENDATIONS BY EARTH MECHANICS, INC. DATED 06/25/2020 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. STORM WATER POLLUTION PREVENTION PLAN: TO BE PREPARED BY OTHERS DATED ______ WDID NO. _____ _ 9. FINAL GREEN STREETS STORM WATER QUALITY TECHNICAL MEMO PREPARED BY DOKKEN ENGINEERING DATED 02/09/2021 . 10. CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) BMP CONSTRUCTION HANDBOOK, CITY OF CARLSBAD BMP DESIGN MANUAL, AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. EL CAMINO REAL ROADWAY IMPROVEMENT PLANS FROM POINSETTIA LANE TO CAMINO VIDA ROBLE PROJECT NO. 6072 FEDERAL NO. 5308(021) FERPL16 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL KE ITH BLACKBURN -MAYOR PRIYA BHAT-IPATEL-IMAYOR PRO TEIM Ml:LANIE BUIRKHOLDER-COUNCIL MIEMBEIR KEVIN SHIN -C,OLINC IIL MIEMBIER lERESA ACOSTA-C,QUNCIIIL MIEMBER GEOFF PATNOE -CITY MANAGER "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. T THE CHECK OF PROJECT I UNDERSTAND THA THE CITY OF CARLS RESPONSIBILITIES FO BAD DOES NOT RELIEVE R PROJECT DESIGN. FIRM: --~D~O=K=KE N ENGINEERING ADDRESS: 1450 FRAZEE ROAD, SUITE 100 CITY, ST.: SAN D IEGO CA 92108 14.8377 TELEPHONE: 858.5 BY: ---~M_A~R'-"cK TARRALL ( NAME OF ENGINEER) R.C.E. NO.: 71953 DRAWINGS AND SPECIFICATIONS BY ME AS ENGINEER OF WORK, OF MY DATE: 05/21L2025 REGISTRATION EXPIR ATION DATE: 12/31/2025 DIC1Al ~RT ~~~~' (iJ • N E IE -811 lec50 FRAZEE ROAD SllITE 10:• S.'c_"\/ DEGO, CA 921C8 CITY OF OCEANSIDE PACIFIC OCEAN E ~ RI M G (858) SU-62?7 7B CITY OF VISTA Ro NOT TO SCALE 4-C~ CITY OF SAN MARCOS CITY OF ENCINITAS VICINITY MAP ABBREVIATIONS: AB AGGREGATE BASE PROJECT LOCATION AC ASPHALT CONCRETE AT&T AMERICAN TELEPHONE & TELEGRAPH BC BEGIN HORIZONTAL CURVE BE BOTTOM OF ENCASEMENT Beg BEGIN BMP BEST MANAGEMENT PRACTICE BVC BEGIN VERTICAL CURVE CCWD CITY OF CARLSBAD WASTEWATER DIVISION CFS CUBIC FEET PER SECOND CMWD CARLSBAD MUNICIPAL WATER DISTRICT Cone CONCRETE CTSP CALTRANS STANDARD PLAN DIP DUCTILE IRON PIPE DIST DISTANCE DWY DRIVEWAY VALLECITOS WATER DISTRICT APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT COMMIT DISTRICT TO SUPPLYING WATER OR WASTEWATER SERVICES TO THIS PROJECT OR GUARANTEE THAT WATER WILL BE AVAILABLE BY•~~CfYv 5/28/25 ELIZABETH LOPEZ, P,E. DATE DISTRICT ENGINEER RCE NO. 79789 EXP. 9/30/2026 APPROVAL VALID FOR EIGHTEEN (18) MONTHS FROM DATE SIGNED ~\lOf ESS l~l ~~ 1Jft;/,.,,...t{ ~ § MARK TARRALL ~ "' ,, No. C71953 -I< E,p. 12l31 l25 >t DATE INITIAL Elect ESA EVC Exist FL FPS GB Gtr HGL HP LF IE Irr KM LT LN MAT MAX MIL MIN MOD MUTCD NAD83 NGVD29 No. o.c. OG PE PG PIP POT PROP "',;,)f Cl'/1L #i CALL 2 FULL WORKING DAYS BEFORE YOU DIG Or c~\. ,~ ENGINEER OF WORK REVISION DESCRIPTION LEGEND: ITEM Exist RIGHT-OF-WAY ............................................... . RIGHT -OF-WAY ......................................................... . CENTERLINE .............................................................. . TCE. .......................................................................... . SAWCUT .................................................................... . HINGEPOINT ............................................................... . AC ON AB ................................................................ . BIOFILTRATION BMP .................................................. . CONCRETE PAVEMENT .............................................. . COLD MILL AC AND PLACE AC ................................ . COLORED STAMPED CONCRETE ................................. . PROPOSED CURB AND GUTTER ............................... . PROPOSED UNDERDRAIN .......................................... . PROPOSED STORM DRAIN ........................................ . CURB INLET TYPE C-2 ............................................ . CLEANOUT (SIZE/TYPE NOTED) ................................ . WING TYPE HEADWALL. ............................................. . Temp HIGH-VISIBILITY FENCE .................................. . Exist ELECTRIC ......................................................... . Exist TELEPHONE ................................................... . Exist T.V. . .............................................................. . Exist STORM DRAIN ................................................. . Exist WATER ............................................................. . Exist ABANDONED WATER ........................................ . Exist SANITARY SEWER ............................................ . Exist RECYCLED WATER ........................................... . Exist PETROLEUM .................................................... . Exist CURB AND GUTTER ........................................ . Exist CURB .............................................................. . ELECTRICAL PVC Pvmt RCP ENVIRONMENTALLY SENSITIVE AREA END VERTICAL CURVE EXISTING FLOW LINE FEET PER SECOND GRADE BREAK GUTTER HYDRAULIC GRADE LINE HINGE POINT LINEAR FEET INVERT ELEVATION IRRIGATION KINDER MORGAN ENERGY PARTNERS LP. LEFT LANE MATERIAL MAXIMUM MILLIMETER MINIMUM MODIFIED MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES NORTH AMERICAN DATUM OF 1983 NATIONAL GEODETIC VERTICAL DATUM OF 1929 NUMBER ON CENTER ORIGINAL GROUND POLYETHYLENE PERFORMANCE GRADE PROTECT IN PLACE POINT OF TANGENT RD RPM RT R/W S/C SCH SD SDG&E SDRSD SF SW Swr TC TCE TE Temp THVIF TYP P.E. CDP 2D20-0032 SUP 2020-0003 HMP 2020-0007 (PUB 2020-0007) SYMBOL 10 1·• • · ·• I _ ....... "-4· ••.• HBBBBBBBBHl i::::!!::::, C ---JH11F---- ----E---- ----1---- ----TV---- ----,s□---- ----w---- --11--------w -------'"---- ----s---- ----RW ---- -□-□-□-□- POLYVINYL CHLORIDE PAVEMENT REINFORCED CONCRETE PIPE ROAD REINFORCED POLYMER MORTAR RIGHT RIGHT OF WAY SAWCUT SCHEDULE STORM DRAIN SAN DIEGO GAS AND ELECTRIC SAN DIEGO REGIONAL STANDARD DRAWING SQUARE FEET SIDEWALK SEWER TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TOP OF ENCASEMENT TEMPORARY TEMPORARY HIGH-VISIBILITY FENCE TYPICAL HAS BUIL TH EXP. DATE PROPOSED REVIE'w'ED BY, INSPECTOR DATE I SH~ET I CITY OF CARLSBAD rn TRANSPORTATION DEPARTMENT 2 TITLE SHEET FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: H OSSEI N 4~b9t/ilz 5 f/.-...Aµ;.,t. ENGINEERING MANAGER RCE 75991 EXPIRES 6130 126 DATE I I DRAWING NO. DWN BY, PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: 6072 DWG 523-2 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 GENERAL NOTES: 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 4. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 5. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 6. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON JHE DAY BEFORE THE INSPECTION IS NEEDED, INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 8. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABI !SHED BY THE CONSIBIJCllON SAFETY ORDERS JlJl E 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 9. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 10. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 11. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 12. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 13. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCilON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) SDG&E AT&T SPECTRUM CABLE COX COMMUNICATIONS CITY OF CARLSBAD (STREETS AND STORM DRAIN) *CITY OF CARLSBAD (SEWER.WATER & RECLAIMED WATER) *SAN DIEGUITO WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT *VALLECITOS WATER DISTRICT *OLIVENHAIN WATER DISTRICT • BUENA SANITATION DISTRICT *AS APPROPRIATE STREET NOTES: 811 B00~411-7343 619 237-27B7 BOO 227-2600 619 262-1122 760 434-2980 760 438-2722 760 633-2650 760 753-01 55 760 744-0460 760 753-6466 (760)726-1340 x1330 1. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE. 2. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 3. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 4. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 5. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 6. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 7. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 8. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 9. STREET LIGHTS SHALL BE 13,600 LUMENS LED LIGHTS. SEWER NOTES: 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ( GREENBOOK). 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. WATER NOTES: 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 4B HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3B91. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 6. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS). 7. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 8. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 9. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 10. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH­ DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 11. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 12. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 13. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. COASTAL ZONE BOUNDARY PROJECT LIMITS SIGNING AND STRIPING NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD (LATEST VERSION), AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIFICATIONS (201 B EDITION), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 7. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS ENGLISH STENCILS. 8. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 9. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 10. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2014 REVISION 5, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 11. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 12. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 13. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 14. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 15. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 16. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 17. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 1B"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12" 18. ALL NEW SIGNS SHALL ALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING NEW SIGNS. SHEET 13 -SIGNING AND STRIPING PLAN SHEET 15 -TRAFFIC CONTROL PLAN SHEET 17 -STREET LIGHTING AND FIBER OPTIC PLAN PROJECT STANDARD PLANS: SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD), 2018 C-9 D-03A D-11A D-11B D-12 D-13 D-15 D-34 D-60 D-61 D-62 G-2 G-7 G-9 G-10 G-140 TCP-10A TCP-12A GRAVITY RETAINING WALLS CURB INLET -TYPE C INLETS AND CLEANOUTS NOTES AND DETAILS INLETS AND CLEANOUTS NOTES AND DETAILS CURB INLET OPENING WELDED STEEL GRATE FRAME DRAINAGE STRUCTURE GRATE WING AND U TYPE HEADWALL FOR 18" TO 36" PIPES PIPE BEDDING AND TRENCH BACKFILL FOR STORM DRAINS ROUNDED PIPE ENDS IN DRAINAGE STRUCTURES PIPE COLLAR CURBS AND GUTTER -COMBINED SIDEWALKS -TYPICAL SECTIONS SIDEWALK JOINT LOCATIONS CONCRETE JOINT DETAILS CONCRETE DRIVEWAY (FOR CONFINED RIGHT-OF-WAY) SIDE OF ROAD WORK AREA -MUL TILANE TRAFFIC CONTROL WITH CENTERLINE RIGHT LANE TRAFFIC CLOSURE -ONE LANE SIDE OF ROAD WORK AREA -MUL TILANE TRAFFIC CONTROL WITH CENTERLINE LEFT TRAFFIC LANE CLOSURE -ONE LANE CLOSED CALTRANS STANDARD PLANS (CTSP), 2018 DRAINAGE INLET MARKERS (NO DUMPING) TEMPORARY RAILING (TYPE K) TEMPORARY FIBER ROLL TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY DRAINAGE INLET PROTECTION D71 T3A T56 T5B T62 T65 TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY HIGH-VISIBILITY FENCE) CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS, 2022 W-4 W-17 2" WATER SERVICE CONNECTION FOR 1a° & 2" METERS FIRE HYDRANT ASSEMBLY ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: * CITY OF CARLSBAD STANDARD •• CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING ••• SDRSD AS MODIFIED BY CITY OF CARLSBAD --~290--= SHEET 4 -DEMOLITION PLAN SHEET 5 -IMPROVEMENT PLAN SHEET B -UTILITY PLAN SHEET 9 -STORM DRAIN PLAN SHEET 13 -SIGNING AND STRIPING PLAN SHEET 15 -TRAFFIC CONTROL PLAN SHEET 17 -STREET LIGHTING AND FIBER OPTIC PLAN -= 0 ----== ---- SHEET 12 -SIGNING AND STRIPING PLAN COASTAL ZONE BOUNDARY SCALE: 1" = BOO' 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG SHEET 12 -SIGNING AND STRIPING PLAN C75418 1150 l'::1.AZI:I: ROAD ~ .. IITI: • :rn ~AN TYF:C:O. ~~ 02Hl/\ (l\f"ifl; ,-,14 fl9"n SHEET 4 -DEMOLITION PLAN SHEET 6 -IMPROVEMENT PLAN SHEET 8 -UTILITY PLAN SHEET 14 -SIGNING AND STRIPING PLAN SHEET 16 -TRAFFIC CONTROL PLAN SHEET 18 -STREET LIGHTING AND FIBER OPTIC PLAN INDEX MAP NOT TO SCALE HAS BUil TH P.E. ---EXP. ___ _ DATE REVIEIIED BY• INSPECTOR DATE l-----+---+------------+---+--+------,1-----11 SHE2ET I CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT l____::_J ~==---===========:'..==~ 1----1-----+-----------------+-----11----+----+------1 GENERAL NOTES AND INDEX MAP FOR EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEIN tbr!Phliks 1----t----+----------------+-----11----+--+-----1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 30 26 DATE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: I DRAWING NO. DWG 523-2 '----------' PROJECT NO. 6072 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 4.5' Exist R/W TC 5.5' SW 63' 53' ~ EL CAMINO REAL I VARIES 45'-55' 34.5' I Exist R/W 15.5' PROP R/W & HP VARIES 8'-18' TC , 5.5 4.5' SW TC ON PROFILE 1.5% \ I VAR _____ -4%to1% --~=1=:=1::= - --;1--3~----_-_-__ ---=--~f ---= __ j ____ _ SLURRY SE~ SLURRY SEAL 2" COLD MILL AC 2" AC PG 64-10 (WITH SLURRY SEAL) MAX 'k· ----~ 4.5' Exist R/W , TC 5-5 SW 6" AC PG 64-10 (WITH SLURRY SEAL) 18" CLASS II AB 12" OVEREXCAVATION AND RECOMPACTION TO 95% OF RELATIVE COMPACTION 8" SCARIFICATION AND RECOMPACTION TO 90% OF RELATIVE COMPACTION "EL CAMINO REAL" 278+22.98 TO 284+29.96 63' 53' BETWEEN DWY AND CAMINO VIDA ROBLE INTERSECTION NOT TO SCALE ~ EL CAMINO REAL I 45' 34_5' I I Exist CURB 3$ C Exist R/W 18' 15-5' TC 5_5• SW VAR SIDEWALK PER SDRSD G-7 TYPE G CURB AND GUTTER PER SDRSD G-2 PROP R/W & HP 4.5' TC ON PROFILE ------sween,J ~ c_ --- 2% -3% ~ ~ ~ ~ ~ =-~ -l ~ = '""'l'"'F-. -_J#· ~~------'< 4.5' Exist R/W , TC 5.5 SW *SLURRY SEAL FINISH TO BEGIN ON EL CAMINO REAL AT INTERSECTION OF POINSETTIA LN SLURRY SE~ 2" COLD MILL AC 2" AC PG 64-10 (WITH SLURRY SEAL) 6" AC PG 64-10 (WITH SLURRY SEAL) 18" CLASS II AB 12" OVEREXCAVATION AND RECOMPACTION TO 95% OF RELATIVE COMPACTION 8" SCARIFICATION AND RECOMPACTION TO 90% OF RELATIVE COMPACTION "EL CAMINO REAL" 270+01 .56 TO 278+22.98 63' 53' BETWEEN CINNABAR WAY AND CAMINO VIDA ROBLE INTERSECTION NOT TO SCALE ~ EL CAMINO REAL I 53' Exist CURB Exist CURB 63' "EL CAMINO REAL" 269+56.58 TO 270+01 .56 NEAR INTERSECTION OF CINNABAR WAY NOT TO SCALE 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG 1150 l'?.AZI:I: ROAD ~ I.I l'I I: • DC: ~AN Dmr:o, ~,1 021 n11 TC SIDEWALK PER SDRSD G-7 TYPE G CURB AND GUTTER PER SDRSD G-2 1 o· SW Exist R/W C75418 TC 5, PROP R/W & HP 5' SW TC ON PROFILE 1.5% MAX SIDEWALK GRADED BERM AT TOP OF SLOPE WITH THICKENED SIDEWALK EDGE BIOFIL TRATION BMP -SEE SHEET 10 EMBEDDED MOD CURB AND GUTTER 273+37.03 TO 278+19.00 BETWEEN DWY AND CAMINO VIDA ROBLE INTERSECTION NOT TO SCALE HAS BUil TH P.E. ___ EXP. ___ _ DATE REVIEIIED BY• INSPECTOR DATE 1-----+--+------------+--+-+--+----t I SHjET I CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT l____::_J ~=:'....'::::==========:'....'.::::==; 1----l---+----------------t----+--+-------11------1 TYPICAL CROSS SECTIONS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEIN tbr!Phliks l----ll--+---------------t----t--+-------ll-----1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 30 26 DATE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6072 '--------- I rD_R_A_WlccNccG---,-,-NOc-7. DWG 523-2 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 0 51 Exist R/W~G G G G G G -II r----~ T T = l lie I _,,,-' ' " I ; ' -T i C C -G---+--- APN 213-110-16 ------------------ T ~ ' T ,, SCALE: 1''=40' 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG 1150 l'c/.AZI:I: ROAD ~..IITI: • DC ~~N rimr.o, ~• 'l21 n11 n --- J C75418 \ i:3c:i ci::c:,., -l'i Exist R/W~ -~.- I o· 20· 40' 80' ----~ SCALE: 1"=40' LEGEND: ~ AC Pvmt REMOVAL m MULCH MEDIAN REMOVAL o· 20' 40' 80' ~----'-, SCALE: 1"=40' HAS BUil TH P.E. __ _ EXP. ___ _ REVIEIIED BY, INSPECTOR DATE DATE I SH~ET I CITY OF CARLSBAD 1----+-----1-----------------+-----+---+---+--~ TRANSPORTATION DEPARTMENT ~ l___::_J --+---+---+----I 1----+-----+-----------------+-------<f-----+----+------1 DEMOIJTION PLANS FOR EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEIN J~!Ph!iks 1----+-----1-----------------+---+---1------11------1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 30 26 DATE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DWN BY: __ _ DATE INITIAL CHKD BY: __ _ Cln' APPROVAL RVWD BY: PROJECT NO. 6072 DRAWING NO. DWG 523-2 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 I >--------+------------+-------------+------------+-------------+------------+-------------+------------+-------------+-----------c-•,,,,__-------1-------+--------------+---------1 al"',;, __________ ___,.i • ?5[~ ~1;;, >--------+------------+-------------+------------+-------------+------------+-------------+------------+------------r:..1·~ ~-....I(!) >--------+------------+-------------+------------+-------------+------------+-------------+----------~□l"'----------~-r----_n <r::w __ 3_1_6--------t------------j----------t------------j----------t------------j-------------·,----------"';fl~ :1=8 _________ t;;_,l ___________ -t----------r------t--3_1_6_ ..... gl~o-----------[::jl'.'.' ~I __ L----->--------+------------+-------------+------------+-------------+-----------□-+lO------------~+j~ ii~ ----------~+-------+~------+-----------+--------+ +l::'l NI 17)1 ---- 81~ ul·.e, oI~<D ~I~ r!:Nlg_~_------------~8 J_ --.----~-------------+------------+-----~~------+------------+----------1 ±~ 9~ oro rr.O .•• (/) -=---- 306 306 1------""'ccilM' ________ _,,l~'-,--------~~+lm -1·-"NI"' ..:1 -----~---+----------+-----------+-------------+-----------+--------; N,... f2'1S? Ol t,cri ,... OG @ Ci::---. rw Q 1-------11-------'-'~lw :1~ ~1::------------~"°',;,•-----------~['w "EL CAMINO REAL'' f "t----_-_-_-_-_-_----~---,=-=--'-------------+-------------11-------------+-------l--'u;>-----+-------------l-------+------I en t;; ~lw "'I ·t:_±--00 -- - ---- ---·1 ~-c::; -- - --------------~-----+-------------+-------, ' -~~--.>L----+------------+-------l ----\-- 296 l-------+-----------+------------+-----------+------------+-----------+------------+-----------+------------+-----------+---------•~---+------------+--------1 296 1-------11--------+-----------+------------+-----------+------------+-----------+------------+-----------+------------+-----------+------,,-1.=8•--.:::::-------t--------------1-------t------t i-----t-------t-------t--------t-------:!:0:::::!nS:_,_c=,~i;::E:::!IEL:s:Ei::::: :::!E2L~C.?:i,Aj±-M~-l!±:-~~-Q)p:~~E2_A~-1~---t--------t--------t-------t-----==f-,!J-l:-·r.;!-'-!,. ',----+-------+-------1 >--------+------------+-------------+------------+-------------+---->"GAl:is;...icl ociz~1.'.'.=-40' 11~ :<l;l'--'3!:!:!E----+-----------+--------l >--------+------------+-------------+------------+-------------+----~Ve~r~t.~1'_'=_8~·----+------------+-------------+------------+------ca~-•--g ~ i 1-:-u'i 316 l--------+------------l------------+------------l------------+------------l-------------l------------1------------.0.□I 2 ~-: g -~-~--=---"'[ n,,-W----+-----------+---------1 316 a r---. 0 ~ LO~-----Jr·--~L :1=w 1-------11--------+-----------+------------+-----------+------------+-----------+------------+-----------:sg--:J ~ ~ ~-Pi -✓,_t ~ 2.B2%_S:_z _CD.~--+------------+-------+-------t o o ____ ,~ ~-----~ ~ _ -----P---(),._,_ ~L-~n% .....J >--------+-----------+------------+------------+------------+---------0-G_@_R-+if-T_C_--. _________ g-+_ -:;j'.---~d --~-~-g -----~' ~1 2.36% --T >-------+-----------+------------+------------+------------+-----------,□ JO \ 8._ ~,__ _____ g Q ____ ,~-:,, ___ -~ --3c-Q8% "' 2.l:f4'% .J ~-::::::::::::::::::::::::::::::::::::::::::: _ __,_, 0 <D □-"' \ s:l 8 +··,-, ' --<( 306 >-------+-----------+------------+------------+-----------·;_:;-;;;~---~□"' 8-~ I +-·!<l----i----"' ----2.86%-.:------+------------+-------l ~1 ::8__."t; OCO □corn OW .0 □5 +n "IV ----N 3_18% -1-------11--------+-------------"-!-.,I . x---a --~----,o.· ..--. 0 --0 o ~ c., OD t;,-------'□,;-1~"''<-----<-rt _u "'+ •i,,,------..:-· -~ -2 ..:,.-;::..-'::t 306 296 286 0 CO O CO LO CO u..r ci m O l"'1 I' ,_. ~ -\."I .uvrO a~w ~--~ oO_~i------_s_r:i _ _rri l"'---0> Q__o::i LOO"l +,. l"'1 ;..., -::::z..__4-4% {-.,J I + N v~ LOO> +l-, ,._. Ol T T " f', N ~ri._;7... ~ 0 U + N + N ~ + N £'I_ :.... at ~c • ...i N <( R r-,.. ~ N ~-~ -+.9-Q%---.. 1-'1Q-.;.=--I - _:;;a O.,R_R,% N '.':;-';'1 % N ,__~,o.4r%_____£c,J_=-tl.56%r,-:-o6i' '~"J\% ' \ \ 296 --' -----I -------~--nogc-11 L □ T T ......... -·----Q!'L O . .<O_Q ,!O__Q q:, Fl'x -F LE:: r\+ +' • ~ ~ ~ ~ ~ r--: ~It·,~-------------:!:::±~~::!i~:::::::::::::!~t:::::±~1----------,-----------,----------,-----------,-----r ----,,----------,-------i-----. 1-------+-----------+------------+------;~,;--~ ~{;; f;j ~-~-~~----------+------..:>c-CALE:-1:lor:iz. 1" 4nu.''--+------------+-----------+------------+-----------+------1-------+-----------+---------1 +N +N +N +i"' Vert. 1"=8' 1-------+-----------+------------+-----~·l~.J ~·1-.J~' +.J--,---,,-··l+,!,,J~----------+------------+-----------+------------+-----------+------------+--------------+------------+-------1 r-,..LLr-,...LL l"'---u_ r-,..L'L N N N N 269+00 270+00 271 +00 272+00 273+00 274+00 275+00 276+00 277+00 278+00 286 COASTAL ZONE -I SCALE: 1''=40' - 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG 1~50 l"RAZCC ROAD Slll"I 1,: 1 DC- :DC N ~i«)FESS/~ "' ~IA) ~ & MARY E. WESTRUM \~ "' "' No. C75418 • Exp. 12(31 /25 ,. CML 7,) or c,.,~ ,/ v o· 20· 40' 80' ----~ SCALE: 1"=40' HAS BUIL TH P.E. ---EXP. ___ _ DATE REVIE'w'ED BY• >---+-----<------------------+----+--->---1----' IMPROVEMENT PLANS FOR: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: H~l!f.J,t ENGINEERING MANAGER RCE 75991 HOSSEIN tbr!Ph!iks EXPIRES 6/30/26 DAlE DWN BY: ---1 PROJECT NO, I DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY >---~---+---~---+ : ---6072 DWG 523-2 OlHER APPROVAL CITY APPROVAL c,R.,_,VWD'-""'--"BC'-Y:...: ===-' ~--------~ "----~ Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 326 326 Ot"1 S?1tl 8~ 00 ,__ ___ __,1--------+-------------s+-~-----------.'+-11_,__=---------------'+""",__~-----------;:;:;:.11;:~;__ __________ "'±~•-----------.0""1[:, ~~1------------•;;:;...cl"';;::;l-----------ii;':".-,.-----------'~""-11'{'.!------------sgi;!f"'"Se-------------"Si_-.l~"-------------+------------+------------+------------+------------+--------< N," N I~" ~c1,'-'c,------------j<a~•-----------.-:---------------,1-------------+------------1-------------+------------1---------i l--------t------t------_~ct,'-'it------------f.';,fw------------<f-"1-w-----""Et:-e-AMIN~R:A~'7' Po ~w ~18 316 316 ---------'--------,.._ ___________ - 1-------11-------+-------l=c=~\..c-=::--=-'-+-~c..=-'---------t------------+-----------t------------+-----------=-=t=°"-~~---~------+-----------+-------------+-----------+-------------+-------+------1 1--------+---□~-.------+-----------t-------------+-----------1-------------+-----------+-------------+-----------+-------------+-----------+-------------+--------1 IO 1--------+----+'---1-------+--------------1------------+--------------11-------------+------------1-------------+-----------t-------------+-----------t-------------+-------l IX) 306 I -306 1-------11--------+--l--c,.i __ ... _____ +-------------+-----------+-~~~~~~-~~~,_...+~~~~-~~~---+-------------+------------+--------------1------------+--------------1------------+-------+--------1 I------+------PROFILE: EL CJ'\MINO REAL ~-u, SCALE: Horiz. 1"f 40' 1--------+----\.WcJ,I--Vert. 1"~s·-~-------------,1-------------+------------1-------------+------------1-------------+------------1---------< >--------+---~ ~-------+------------+-----□---_"'---~,-G-@~RT,c.. \~o-l-0--------,--. ,-~.----------+------------+-----------+------------+-----------+-------------+-----------+---------1 296 296 j::::: V, o N o .-81n \ ~ n Q N 8 ~ 8 ~ O CD n V <DI ~ 1-------11--------+---cn w er -~------Cald--;·---~~--~.<-;-----·"'a,. ~ \ LQ--~ 9_--~-----------><2_,_-_1 ~ g ~,__ ____ "'~~r~ d ~ ~-~,-------+-----------+------------+-----------+-------------+-------+-------1 >--------+---~:=.-~-------,81£:-----,._,---cd n._ +--1~----~-+~---\.--~e-1~~------s~e-1~~----., --•r"'l lo':------; • • -~------+------------+------------+------------+-----------+---------I 1--------+----~ ~-~-~•----~oa•~~=-----+ n ~-r,,") ~--~----~ \ ~-~-~--------~•~·-•·-----~~L"'-----S,-~( ~ ±~~~~61--------+------------+------------+-----------+------------+-------i ::J ci:r;-+~h ~ N 1,60% _,r Q,46% -Q,1Q% '" -Q,16% C~ -Q.46% N'--Q,70% N~ -r IX) oc,~<( >--------+-----~-!....l:;!-n'e----,-s,+-----~'"~ z~J S-% --~ -Q..7.fi.%_ N_1_· -G-:--e-4%_ N B.2?7~1-"'~::e~------+------------+------------+------------+------------+----------1 I ~e-~ ~ --- >--------+---...... ,0 ~ 3_24-% 316 ~· QG @_R_1__I,.,_r.. ___ --+------------+--------------1------------+--------------1------------+--------------11-------------+-------+--------1 316 <( 306 306 296 -- l--------l-------ll__------l-----------+---------l------l±::D=:0~~Q~-~=!1-:'=L:'=E :::::::: ~R:::±T===:t:T::"=~C~---------i--------t----------t---------t-------t---------t----------t------1 •--------+-----~-----+-------------+------------+-----~"'•CI\LE:_lclociz._1"f,4 __ n~•----------1-------------+------------1-------------+------------+------------+------------+-------• Vert. 1 "=,8' 279+00 280+00 281 +00 ----APN 213-110-16 -------------------- 282+00 SCALE: 1"=40' -c---=:: RT • - 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG 1150 l"RAZI:I: ROAD ~111·11: 1:m ~AN m~r.o. ~4 021 ~fl 283+00 284+00 N if'HWV/i(f'l§ptl/\,P)'l@'JWM).M"'JF\iKWi'i/W'i\®1W9'1W/UTuN'"1¥'¥\1K)T@"'!/½K'1 (flfiR;, ,-,14 f\~"/7 \ ~Oi'ESS/~ fl.~ 1,J ~ ~... ~-' {; MARY E. WESTRUliA •i No. C75418 -I< E,p. 12 /31 /25 * "'<;.~ CIV1L J. < OF C~''' 296 285+00 - v 0 AS BUIL T 0 o· 20· 40' 80' I P.E. __ _ EXP. ___ _ DATE SCALE: 1"=40' REVIEl:{ED BY, INSPECTOR DATE I SH~ET I CITY OF CARLSBAD 1---+-----1-----------------+---+---t------11----1 TRANSPORTATION DEPARTMENT 1----t-----1-----------------+---+---t------11----1 1-----1-----+-----------------+------,f----+----+-----1 IMPROVEMENT PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: H~l!f-J,t 1---t----+----------------1-----11----+--+----1 ENGINEERING MANAGER RCE 75991 HOSSEIN tbr!Phliks EXPIRES 6 /30 /26 DA TE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: ---1 PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY ,._--~---+--~---, : ---6072 DWG 523-2 OlHER APPROVAL CITY APPROVAL l!R~VW~D~B~Y=-: ===-I '-----------' Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 330 320 'i1 n 300 290 9+00 f-J... f-w -' f-0, -..... io --L(} -N ..... -"<I' ~ j.,:, -0 .... -I') f-;.._ -- f-I') z -"EL CAMINO REAL" 272+88.58 POT­ "DWY 272+89" 10+00.00 POT \ i----"--.---'--.+_j_~J__I_I N 1987758.93 I I I Exis PROP -..... r--/ -RfW-f-TeE-N ~ -o ,q--V' ,-en m ai;ox . • .i w o,-1-~-~ m :2 O O I Nta-Q f"1t')O _J~o uu<: e -r.c.i-->->.~ O CDW a::: l"'1 (.) I") W -;>--1"1') r-,i:,. - I-U W N N ~~ I->-•"CX) Ei:-CAM IN o-Rl:A 5 --o--~-~r-,.: "12= 18858 '-'mi;o r---r--.+ i""j 0 -r<)-1-+-6 G L() <!) 0 - Q CX) • ..-T""" I 0 ~ ~-~-uij d f-;;';~ 0 ~----0 0 .., + -+-~;-;,it'_ L OCBZI -= -1 7.08% --\_ 7~23% 1.50% 10+00 11 +00 PROFILE: "DWY 272+89" s/ ~-i\ SCALE: Horiz. 1''=40' Vert 1"=8' I I I • • • • -p /". -_J I VExist R/W . A . ~ -c.i I --1 I ' l ~,-J I A . ./> L-i . • I . I I I 330 320 011n 300 290 12+00 PROP R/W -DOC No ! 2023-0344873 T I 1"-_nn' IT "DWY 272+Ra" ,,-- -"" FG 300.39' -I DWY SCHEDULE STATION L/R SURFACE WIDTH LENGTH (FT.) (FT.) 272+89 R AC 32.0' 15.23' EL CAMINO REAL NOTE: 1. AC DWY SHALL BE 3" AC/6" AB OVER 6" NATIVE SUBGRADE COMPACTED TO 95% RC. 2. DWY LENGTH SHALL BE MEASURED FROM R/W. T 16.00' LT "DWY 272+89" 1 O+ 78.23 L / OG 302.97' +-..,MATCH Exist L._ / "DWY 272+89" 10+ 78.23 - I E 6249545.02 I I I \ I ~ '\__: /: - '\-1 1 ,_, ,__ 1 OG 302. 71' 11==r===j1=-,-=::..:•~1--..::::.1., '1===t ~MM~AJ£TCH Exist - I\ I "' I \J !:"1 \I I \ I\ I \I I I - I I ~ "DWY 272+89"--,. -- -~ I -\ --l I "'f I I .•. .d ---~ 0 CJ) I I ~ ~ I') <!) - I 'I 7 I I 1 S,52' 56' 38.21'iE I~ h I ' I 1t:_1,::1-r:itt-,---f~90~.o;;;o~o~· :.!.f'~li:c.......:-i¼----_J~--+--Hfl.:--~t------1----+-----l!--1-....'.....~~ I __J i-LI I I~ 10+90.00 ~o· ' N \ I') \ I )._ I I \ T I I I\ I l I I \ I I I I I I I ~ I- h I ~ '---I l W 7 I 0::: -~ _LJ I I 0 I l z I I ~ ~( U ,_ I I I I I - - __J w r---~ ,-_I I t--r-i ~~ II I • A • ,, -• - > ~ 1 \ PLAN: "DWY 272+82" SCALE : 1"=1D' COLORED STAMPED Cone COLOR AND PATTERN TO MATCH Exist MEDIAN CONDITION ALONG EL CAMINO REAL Exist MEDI AN CURB >-------,-,.------,-L...,.-_..,_, ~.~, -. -.,.-. ,+ ..• -,-F-G--1 I / -__ "! ... ---.·:·. .....--. _J -.. ··-·' 1------- I J -7 -T J I DOC NO. 2023-0344872 \~--'c-1 6'='.=00,c'~R~T~".c.D Wu.Y-'-----"2..L7.,.2.L+,.,_89._'_' i.,1 D.c:+L7Ll8,,.,. 2...,,,3 OG 302.22' MATCH Exist 32' DWY PER SDRSD G-14D 16.00' RT "DWY 272+89" 10+58.50 FG 299.78' w U1 0:: z w <( :r: _J ~Q_ f-z Q_ 0 w 00 xw Wf- 1" RADIUS 2" WEAKENED PLANE JOINT w z ::J CD 0:: ::, 0 6" <( ' 0 ..:!-10 _z ½" RADIUS 1 .L---l. 3Vi ,- G==-f;===,4.Ji I ---I --NOTES: 1. CURB HEIGHT IS 6". ' N 2. Cone SHALL BE 520-C-2500. DRIVEWAY TYPE G-14D : / ~ TTT TTT -3. SEE SDRSD G-9 AND G-10 FOR JOINT DETAILS. r------1 I 1.--::;? L ___ __, // I .-!--i I I I I I I I ,---------J I 6" COLORED STAMPED Cone MIN 560-C-3250 ON 90% COMPACTED SUBGRADE WELDED WIRE MESH REINFORCEMENT (6X6-10/10) COLORED STAMPED Cone MEDIAN DETAIL NO SCALE NOTES: 1. PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO THE INSTALLATION OF THE MEDIAN Cone. 4. SLOPE TOP OF CURB 2% TOWARD GUTTER. ~ ___ ______:::c24-'---"--~~ EMBEDDED MOD CURB & GUTTER DETAIL 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG STA 273+37.03 TO 277+39.03 NO SCALE ENG!NEEIR!NG 1150 l"RAZI:I: ROAD ::111·11: 1:m ~AN m~r.o. ~4 021 ~fl (flfifl;, ,-,14 f\9"/7 e75418 t> • R=25.0' 3~9·g-•-R,"ECR"-Z73"'FT<l--:-4,,------------ 57.51' RT "ECR" 273+32.12 ~ ------;,..~ R=25.0' ,. v- v. 1.- -I 11 • " V V. . ,. - V -v t> -V I r 11-, T 11-11-11-11-11-11 11 -_,,_,,_ 63.00' RT "ECR" 273+37.03 R=30.0' T 62.42' RT "ECR" 273+31.14 '1 58.89' RT "ECR" 273+13.50 R=20.0' 58.50' RT "ECR" 273+09.58 PLAN: SW TAPER STA 273 SCALE : 1 "=1 O' 58.00' RT "ECR" 278+19.00 R=25.0 57.51' RT "ECR" 278+23.90 53.99' RT "ECR" 278+41.55 ------ V R=25.0' 53.50' RT "ECR" 278+46.45 I> - -V' .. • t>· -v- I> 58.50' RT "ECR" 278+46.45 R=20.0' 62.42' RT "ECR" 278+24.88 R=30.0' 63.00' RT "ECR" 278+19.00 PLAN: SW TAPER STA 278 V SCALE : 1 "=1 O' 0 AS BUIL T0 P.E. __ _ EXP. ___ _ REVIEl.'ED BY, INSPECTOR DATE DATE i------t--t------------1---1----1--1---J fsHml CITY OF CARLSBAD L___!__J TRANSPORTATION DEPARTMENT ~ L::_J t---J--+---------------l----1-----1----1--..J CONSTRUCTION DETAIL'! FOR EL CAMINO REAL ROADWAY IMPROVEMENTS H~l!f.J,t APPROVED: HOSSEIN Ji!Ph/iks ENGINEERING MANAGER RCE 75991 EXPIRES 6 30 26 DATE t-;;-DA..;TE~t..;IN;,;ITI;.;AL,t-----------------1---1---1---_j_ _ _..J ~D~WN~~B~Y.=-= __ =3~-=;'-;:::==P==R=o=JE::::C=T=No=.=~~~D-R~A=--Wl=-='N-G~:!!__N~O~. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: ---6072 OlHER APPROVAL CITY APPROVAL RVWD BY: DWG 523-2 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 PIP VWO 12" ENCASED DIP FAILSAFE SEWER LINE FIRE HYDRANT ASSEMBLY TO BE INSTALLED PER PIP AT&T TELECOM LINE CMWD STANDARD DRAWING W-17 PIP KM 16" HIGH PRESSURE STEEL PETROLEUM LINE POTHOLE #4.1 7 PIP VWD 18" RPM SEWER LINE POTHOLE #4-PIP CMWD 16" AC WATER LINE PIP SDG&E ABANDONED PIP AT&T TELECOM LINE "ECR" 277+55 ELECTRICAL CONDUIT PIP AT&T TELECOM LINE PIP SPECTRUM TELECOM LINE POINT OF CONNECTION "A" PIP " INSTALL 2" WATER SERVICE AND PIP SDG&E 3" PE GAS LINE\ CMWD 12 PVC <l3ECYCLED WATER LINE PIP CMWD 20" PVC RECYCLED PIP SDG&E 3" PE GAS LINE\\ RECYCLED WATER METER PER Exist R/\ WI WATER LINE PIP SDG&E ELECTRICAL LINE\ CMWD STANDARD DRAWING W-4 -G ---+!1-+-T-'i.-,\o~' • '"(_ G ___ /_,_~_P_IPGVWD ~□:-,VCP ,;EWER-r-:Ll~E G ---,~--iG ---T-----~---.. ' T .• . \_, -P-IP_c_M_WDwi~~RslT~~,, Gs..-'1--\~_,~ -1." ----\-\---'r,-'= 2"~A~~}i~vil~~:EJE~{tR" __ =_c_\-=• & -0 . - -Exist R/W~ ~ g _ ~ I I I I\ 1 Ji T / r: , T T T _ T •,X" ___ -, T __ _ T _, T ·TT I I -i -hJ -T T + f _____ T "\ 11 T 1,/ -~--~~ __ 1,/ -""---~-~ ____ =_ 'W' _____ ~ --+' +' -+-' _ ~ _____ ,l, \ '--...__ 1,/ E _____ 1,/ c \ \I,/ E I, ' ~ 1,/ E e 1,/ E ' -1,/ a. o 1,/ E 1,/ E -~ '-E 1 -1 •. 1,/ E T ~ ----=-=1 IX) ----1 1,/ ~,._-':.I''/ T ~ "EC~ .. -----T -----T ----·--T ----t-lT +-----T ---++--4----lf \ \\ T -----T -----T\ ' ' T -----T -----T \ T -----T -----T \ .,. ~ T 1 ~ ~ t- -1,1--~--~ RI,/ 1 R1,i-----R1,1-----R1,1---~·+-R1,i-----R1,1 \/1' ,"'~ 1 EL C~MINO RJ-;;AL \ \w-----Rw-----R1,1-----R1,1 \ Rw-----Rw----1~-\ Rl,/-----R•: LL -1,1 -----1,1 1,1 •• "\ 1,1 // \ 1,1 -----w -----1,1 -----w --.,· • .-·•~· -1,1 -----1,1 ----'---+--4f"1+--.----w -----1,1 ' 1,1 -----1,1 -----1,1 -----1,1 \ 1,1 -----w \ 1,1 ' ,. 1 1,1 -----1,17 5 ~ I D D D D 1• ,-I D D -'t-'i" ·JT □2~□ ,--□ □, D D ---2@1 D D D D D ~□ D D _ D ,::' °'.,-D -□ -□ -□ ~ -□ -□ -□ -□ -lf/.§...__□ -□ -~ -□ -□ ...;piiiJ -'-□ -□ -□ -□ -i:2 .z+---□ -□\·-□ 1--]',t-D -Zllil -4 □ -□3 }LI :i= D I ,g I D □ ~ . .L-o □ □ D D' □ D □ D D D □ D □ □ □ ' □ iJ • 1-□ ~ -□ □ -n □ □ ' □ □ □ -n □ □ -n -n □ o o □ □ □ □ □ □ ' □ □ .1 0 0 ~-=-□ _1.n n -<( 0 '"-,, ,, ,, 11 11 ,, ,, -, 'l"0 <-I I ~ t-_J 1_1,1~-1,1-:=_-:=_-=_-=_--H,,----Rl,/_-1,1--__ -_-_-;;,,~~-R-1,1-1,1-::_-::_-::_-::_=·.,.,11-'=-✓--"w,"---t1"~R-W==--1,1-1,!"===:,,_R_w.=::,-1,1---fl_,,-=._-=._-1t,,--R1,1_ vi ,, 11 Rvl vi ,, ,, R\J w ,, ,, R\J w 11 11 ~I ,: 1,1 ,, 1,1 ,, 1,1 ,, 1,1 ,, 1,1 \ ,, 1,1 11 1,1 ,, 1,1 ,, 1,1\ ~ ,, 1,1 ,, 1,1 I (/) ~ ==::Jft""'."==•,,===-" ',',," T ,, "" ~T A_,", s ___ '".--,-T " s T .. , s ,,, ,, s . " s A \ • ~, .T ;-' nt~ ¥, r #, r ,," \ ~" r :;, r p rTV ;.' r :','TV r ifs, r ~ 3 ~ ' "c"'\---" / "1> ' v ,. \ , 1 " " " , 11 .1. .1 1 \ \ J 1 T • ._ -.\ --~ ~ <:I ~ _;r;i ~~'i'. .---...i II .\ .I ., .I --=-= ~ I I ff ..J. I c,-,::....==-====-t - -=:t;---= a ' • I ) I \ ---------------/ ~ ~ --G-+'-~ ( \ \ =1-u·--u -I ~I ~----u --c__ G \ \ \\ G_\r--=---;=-_G - -_G ___ G --G -/ --I-<( Exist R/W_J \ -1~•Is W, ~l,.i!)--IOLE#l ;" _::-_::-_::-_::-_--------.-·'t...,.>::,__,,/l LcMWDFIREHYDRANTASSEMBLYANDPIPINGTOBE--' \~\_ --------7 -::ii: PIP CCWD 8" PVC SEW/R IINE I REPLACIE! IVWD MANHOLE FRAME ~--...,.U"""N"'K"'N.-::O-.:-WN TELECOM PULLBOX-•• I \ REMOVED AND HYDRANT HEAD TO BE SALVAGED PIP SPECTRUM ABANDONED Exist R/W...i ' V_ PIP ABANDONED CMWD WATER SERVICE TELECOM LINE Exist GAS EASEMENT DOC No. 129530- 0VER WITH NEW LOCKING \t TO BE REMOVED I I -CMWD WATER SERVICE TO BE REMOVED O:::: AND C PIP KM 10 .. HIGH PRESSURE CONSENT AGREEMENT DOC No. 0016927 I <( COMPOSITE FRAME AND COVER Exist DRAINAGE SLOPE BURIED SPECTRUM ABANDONED-I ~cMWD WATER SERVICE TO BE REMOVED STEEL PETROLEUM LINE JOINT USE AGREEMENT DOC No. 0016926 (3) WITH CONCRETE SEWER EASEMENT DOC No. TELECOM VAULT TO BE REMOVED ffi r MANHOLE REINFORCEMENT 44690 VWD SEWER MANHOLE TO BE-PIP SDG&E 30" HIGH PRESSURE GAS LINE TCE <( <( SEE VWD STANDARD DRAWING ,\ PIP CMWD 12" ADJUSTED TO GRADE I SDG&E ABANDONED ELECTRICAL VAULT TO BE REMOVED PIP CMWD 20" STEEL ABANDONED WATER LINE DOC No. 2□23-0344872 Z 5 S-14 ABANDONED RECYCLED REPLACE VWD MANHOLE FRAME i "DWY 272+89" PIP VERIZON TELECOM LINE PROP R/W z PIP CCWO 15" PVC '-" ,, WATER LINE AND COVER WITH NEW LOCKING L ~0,;;;-DOC No. 2023-0344873 -I~ I □-□-□ o· 20· 40• 80' ~---~ SCALE· 1"=40' -SEWER LINE ' COMPOSITE FRAME AND COVER I~ VWD 30" SEWER LINE APN 213-050-16 -I G -U PIP VWD 30" SEWER LINE PIP VWD 12 .. SEWER STUB•-Exist VWD SEWER EASEMENT DOC No. 54499 ___ P_O_T_H_O_L_E __ D_A_T_A ______________ _ PIP AT&T ABANDONED TELECOM LINE PIP SPECTRUM ABANDONED TELECOM LINE UTILITY PLAN: EL CAMINO REAL UTILITY SIZE MAT OWNER LANDMARK DIST TOP TE BE e xist DRAINAGE AND SLOPE EASEMENT DOC No. 44690 VERIZON TELECOM MANHOLE TO BE r ADJUSTED TO GRADE BY OTHERS G T G r G r COX TELECOM PULLBOX TO BE RELOCATED BY OTHERS PIP AT&T TELECOM LINE COX FIBER OPTIC LINE TO BE RELOCATED BY OTHERS G PIP AT&T MANHOLE AND STRUCTURE POTHOLE #8 PIP AT&T ABANDONED TELECOM LINE SCALE: 1 "= 40' ----- G -/==J.:::::._;"f:::Eiq'/.:k_=== G;-====-==ir;-=:~-f-"\\'\I PIP SPECTRUM TELECOM LINE TCE DOC No. 2023-0344872 PIP AT&T TELECOM LINE PIP SPECTRUM TELECOM LINE \ \ PIP SPECTRUM ABANDONED TELECOM LINE ,'~-i!._t GAS EASEMENT DOC No. PIP VERIZON TELECOM LINE PIP SPECTRUM TELECOM VAULT PIP KM 1 O" HIGH PRESSURE STEEL PETROLEUM LINE PIP CMWD 20" ABANDONED WATER LINE COX FIBER OPTIC LINE TO BE RELOCATED BY OTHERS POTHOLE #5 PIP SDG&E 30" HIGH PRESSURE GAS LINE VALLECITOS WATER DISTRICT APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT COMMIT DISTRICT TO SUPPLYING WATER OR WASTEWATER SERVICES TO THIS PROJECT OR GUARANTEE THAT WATER WILL BE AVAILABLE 5/28/25 ELIZABETH LOPEZ, P.E. DATE DISTRICT ENGINEER RCE NO. 79789 EXP. 9/30/2026 APPROVAL VALID FOR EIGHTEEN (18) MONTHS FROM DATE SIGNED PIP SDG&E 2" GAS LINE 129530 n,1/,c,i:-EMENT DOC No. 0016927 No. SPECTRUM TELECOM LINE UTILITY PLAN: EL CAMINO REAL SCALE: 1"=40' 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG NG!NEEl'ii!!NG 1150 l"RAZI:C R:'.lAD --1-------,.-------t----,----,----,---- G AS 30" SDG&E VAULT 11.00' 12.06' 4 PETROLEUM 16" STEEL KM CURB FACE 4.00' 3.60' 4.1 TELECOM ENCASED AT&T CURB FACE 2.80' 0.90' 2.82' 5 TELECOM ENCASED COX EDGE OF PAVEMENT 4.20' 0.30' 3.10' 7 TELECOM ENCASED AT&T CURB FACE 0.80' 1.88' 4.56' 8 TELECOM 4" PVC AT & T CURB FACE 3.60' 2.56' GENERAL NOTES: -AMERICAN TELEPHONE & TELEGRAPH (AT&T) -CITY OF CARLSBAD WASTEWATER DIVISION (CCWD) -CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) -KINDER MORGAN ENERGY PARTNERS L.P. (KM) ----SAN DIEGO GAS & ELECTRIC (SDG&E) -VALLECITOS WATER DISTRICT (VYID) o· 20' 40' 80' ----~ SCALE-1"=40' 0 AS BUIL T 0 P.E. __ _ EXP. ___ _ DATE REVIE.,..ED BY• INSPECTOR DATE I SH~ET I CITY OF CARLSBAD l---+---+----------------+---1----+--+---1 TRANSPORTATION DEPARTMENT ~ L::_J 1---+---+----------------+---1----+--+---1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL UTIIJTY PLANS FOR EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEIN Ji!Ph/iks ENGINEERING MANAGER RCE 75991 EXPIRES 6 30 26 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6072 DRAWING NO. DWG 523-2 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 1---------1-------=--=--=-=-=-=-c.=-c.._-=-=c-=-J-=-=---=-=-=-c.=-c.===1,.-8.c."--1==c..==-=cj=.=---=--=-=-=-=-'--'-'---=--=-=---=-t-----+-----------+------------I l---------+-------1------+--------==--------+--------+----+-------------+----+~'--------< 0 1------ll-------+-----io~------t------------+---------<Jat----t------------+------1·~'.---------t------t -co -co + >---------+----~J -~'------+------------,-------~~l~'.---t--------------j-------j ~,--------< ~ r >---------+---~--~ N I'-~ .. C>.L__ _____ -l N+ I;!: 0' 1-~------1 1--------t-----<-:>l·I'-N ~ O CURB CUT SEE DETAIL SHEET 10 6" MIN EMBEDDED 4.5' 5' SIDEWALK R/W N W ~ 111~-31 0 1--------+-----';a.:-'·1: ... .J -l'-;_--------t >-"' >-"' r :Ji o r ~ l-------11--------+----~-1.01-------+-----------+-------=-1·wu:---+-----------i:,'<l-I 310 MOD CURB & GUTTER SEE DETAIL SHEET 7 X <( ::;a X <( ::;a 300 -G □ □ w .-:: 0 1-:: -1-:: -<(0 ..;;r_ 1--------+-----t·,;·1 -~IDc---=Ex"',-s•-2 ·•-R·co------------j--------<>,1,=~--t-----------=:;1o N G -";!-------l ....J '-....J ..;;I-..... Lill X LO II z j zl'.l::'.cxj .~....!l ~--·~ >---------+-----, ---+--V-100=-1.1. 9 8-lclec.c,....---------+--------1 rn ·OOlN W I-+ NCOl'.l::'. t-------t-----,:rni::I 0100=3.' 3 FPS _ -~-it--+-----'O"-'G'-=+-----H ----11--------j ' :::, "' 0 .. G•~-1-------------t-------~u ---- 1-------+--------<a-l------+------------1-----------+-----------1------------1 "' >--------+------------+---------.;;-CAla~lcl o9'iz-1"-.40i-'--------+-----------+------------, VerL 1"=8' 0 STORM DRAIN DATA NO. RADIUS LENGTH REMARKS 300 DELTA/BEARING 1 N53'02'32"W -3.77' 24" RCP (1350-D) 55. 75' RT "ECR" 273+43.03 8" CLEANOUT 2 S39'39'06"W -165.62' 18" RCP (1350-D) RIM=300.78', IE=297.93' SEE STORM DRAIN DETAIL SHEET 10 60.50' RT "ECR" 273+43.03 i;;;-i;_i;;;n' RT "i:-r.R" ?77, 7n. Beg BIOFILTRATION BMP G "\ G G G G UNDERDRAIN CONNECTION TO CLEANOUT IE=297.82' SEE STORM DRAIN DETAIL SHEET 10 L 24"x24" CLEANOUT " ' "l -' T ~ I I ' __.,-, ' ~ ' T • i: C T T T -~ fl ~ T / E I T STREET FLOW ' X -, c.o <( / I ::;a I ' N -~-~-----•-:~-- ;i:f{~\·:i ASPHALT CONCRETE ....,-= ;:;, 11:-:-:11 .. . .. CTB COMPACTED SUBGRADE 30 MIL PLASTIC LINER SEE DETAIL SHEET 1 0 SPLASH PAD SEE DETAIL SHEET 10 8" PERFORATED SCH 40 PVC PIPE 1.5% SIDEWALK PER SDRSD G-07 W/ THICKENED SIDEWALK EDGE TREATMENT 3" CHOKER LAYER GRAVEL LAYER BIOFIL TRATION SOIL MEDIA BIOFIL TRATION BMP TYPICAL SECTION i:;7, i:;n' RT "Fr.:R" ?7R~1R no END BIOFIL TRATION BMP ' 55.75' RT "ECR" 278+14.54 8" CLEANOUT RIM=311.53', IE=309.58' SEE STORM DRAIN DETAIL SHEET 10 55.75' RT "ECR" 277+33.03 8" CLEANOUT RIM=311.53', IE=309.58' SEE STORM DRAIN DETAIL SHEET 10 Exist R/W~ \ Cl=• -jl; . T T T / E -E T k:: NOTES: 1. PROVIDE STENCILING OR LABELING INDICATING "NO DUMPING ONLY RAIN IN lHE DRAIN". 2. FOR a· CLEANOUT, 24"x24" CLEANOUT, OBSERVATION WELL, AND BIOFILTRATION BMP, SEE STORM DRAIN DETAIL SHEETS. 3. CURB INLET STATION/OFFSET TAKEN AT CENTER OF STRUCTURE AT TOP OF CURB. 4. PIPE COLLAR STATION/OFFSET TAKEN AT CENTER OF STRUCTURE. 5. WING TYPE HEADWALL STATION/OFFSET TAKEN AT CENTER OF WALL PORTION OF STRUCTURE. 6. BIOFILTRATION BMP CONFINED BY CURB, SIDEWALK, AND GRAVITY WALL. SEE IMPROVEMENT PLAN SHEETS. 7. BIOFILTRATION BMP STATION/OFFSET TAKEN AT BACK OF CURB. 8. 24"X24" CLEANOUT STATION/OFFSET TAKEN AT CENTER OF STRUCTURE. □ □ y • □L-~-l;J-□ -\-1 u □,· □ -L , u □ , □ 11 t1 2-7..:e o □ ...L...u J t .. :'V 'i -i 1u c~ □ /· -JJ 1-;;_;i -L: ...... rs;_, □ 1~ □ -~~-.1-□ • ~u □ -t,-□ □ 1-~·:-~ • c~ □ r;;" -u "&/-1· □ [ c--u LI-;;;::: ~J .:L-:i-~ 11 t □ □ □ -Ill • "1 _/ n n [l ~ n □ □ r n □ n ,1, .rl, !--n n n J 'iJ" _;:r□ I In r,~ n/ -1-n ~n n n [l ~ □ /~ [l -;-in n ~n [l Cf>. n n? n n ~ n -r C,,s n n ----Po 'I., fr /'./-=---,/=--R'.I _ \_.,,(_ R'.l-=,--~11,._,, \ '.,~ 11 R'.I J/ ~fc'-, ~/ 11 R'.I _If ,,-R'.I _ {J 11_ R'.I _ fr'~ R'.I _ /,' , '¼~: ,:_ ,f -t~· 1_1 \-,,-\ _ ~-~ ,,-\ _ )-., _" \~ 1,-\_ ,i _ \_ _\~ 17_ 1-:-'.l~G,c: -',/ II ',/ / '§) -cllf---',/ ---H-II--II ',/ n 1· ',/ II ',/ --tt---',/ ~..,.tt---',/ ---Htr-J'ao,: ',/ I ill-1--Hr l--"' '~ 71 . • t? > '" 'Q • ',/ ---,'i.t-,--',/ -i.t-,--;1---'-"o --,.,-u~ w V. c,',--11/f-c,',-',/ --c,',--',/ -c>'7 4---',/ -0. ~ --',/ ========/== " ~ ~ 299 " 11 " • ' I"-' . v,2, ~ u, 9', "'<J' v6' " '.> " v6' '9," 'O , ,< • ',? J, 9', '-.. II II" -~ / ', c. L =5_c <~ 0 S-' -'c; st·,_, ' U ,._ u , " --.> ·'-'---' -'" -_' U ,_" ' , , ...L. --~"r -~ ~" TT_,.. / ,, ,','. 7 / -,, , i-/ ,/ " -II -~-.,,,--di; r • \ II ' / ·,., ~ ; , r , L ...-----~-~ ~ ~~ -f _:__ ~ , V ~1---~: -~ T T~J;ST ...... ' .. , I --"-------------......._ -< I I ,-~ _L---= ___ \~ Do_ / ,OJ _,,,,,,,-1~1'/\. , ;---___ -~--------,1 ----· ---2........ ~ , .,. 1 _ _,..,.....,1 /1 _....--./1 /.J ~ _....,-____ , ----·· ~ ,,r ~ -L.'::JJ 4 G .X. • ..,u,.___,..:,.;..a;·~, 'II I l.J ~ _,,,,.. '/t. --< (T\..--~ / ,.~ G C - Exist RXi/P.' -ef_( -,J>M/"L PROP R '90:(98',Y ·~ ' ',--• ---L " n:;-_o l" '\ \ ) ,' ¥,'/ /-/"/ /-" ,;/~ 7 ~,.-.. -'_::;>' ~ r G ~ . 17'~¥;~,{-H--,Tf-laH-Vr''__.....'/ ,.,J '',-11v'ii =W--_,_,_.,, ,,1c,-.!,-•·•·": _;~ _ , ., = el.OG_1 '2Gl23-03448731:b---.,_ .'-. "'\ '\ 1 --• //'/, ,~ \ 'v/ • '° ''::'i \ ( / // -"" •• '", J,,?---1 ----------" n // ,,.,--~ ......-'i,, _ __,... 390, .,,,,;,111FORATED ) -::: c:::: _;::~Jd II '"~ I "'307 IB' --7c12=f2E' '~ " \ \ \ \ 7 L 'J • '\,"'-'2\ ~ I \ \ ri 'I /r JL ' Exist R/W V .... / ,-/CLR I i1I DOC No. 2023-0344872 '\_ ./ -':' 1 2 / 55.75' RT "ECR" 274+40.53 / \ 8" PVC UNDERDRAIN Exist DRAINAGE AND SLOPE EASEMENT \ 8" CLEANOUT PROP R/W DOC No. 2023-0344J~~_, DOC No. 44690 / RIM=302.98', IE=300.84' DOC No. 2023-0344873 53_00, RT "ECR" 271 + 75_08 1 / SEE STORM DRAIN DETAIL SHEET 1 o "'"'· 7s' RT "Fr.R" 77_ __. "', CURB INLET TYPE C-2 (L=f~) 8" CLEANOUT SDRSD D 03' I BIOFIL TRATION BMP RIM=309.30', IE=306.67' _ 1 _ -"'" 57 nn' n, "Fr.R" ?7"~-1.1. n, / APN 213 050 16 "' SEE DRAINAGE DETAIL SHEET 9 - -SEE STORM DRAIN DETAIL SHEET 10 T _,. --Exist 24" RCP SD OBSERVATION WELL ,;,;_75, RT "FrR" 27«~-zc n, -• 0 PROTECT IN PLACE RIM=300.07' 8 .. CLEAN OUT Exist-G&·S-le;l\'.Sl"M EITT ·o'oc No. 129530- o· 20' 40' ~----, 80' HAS BUIL TH P.E. ---EXP. ___ _ DATE REVIEl,w'ED BY, RIM=305.68', IE=303. 76' REMOVE Exist HEADWALL SEE STORM DRAIN DETAIL SHEET 10 ) -------=e"okrSENT AGREEMENT DOC No. 0016927 74.31' RT "ECR" 271 + 75.12 \ / SEE STORM DRAIN DETAIL SHEET 10 JOINT USE AGREEMENT DOC No. 0016926 4' NONPERFORATED // ~ INSPECTOR DATE Pl PE COLLAR "' 8" PVC U NDERDRAIN / /.-----.,.....---,-----------------,---,---1--T--r;:::::::::::::::;-:::::::;:::::::~~~~:::::;::::;:::;;:;:;;:;:;;:::;:::;;::::::;--;::;,:;:;;;;;;::;7 SDRSD D- 52 '\ 7 (, t----+---+--------------i------t--+---+-----. I SHEgET I CITY OF CARLSBAD ~ WING TYPE HEADWALL DOC No. 54499 STORM DRAIN PLAN ~=::::'...'.::==========::::::..::====; 77.71' RT "ECR" 271+75.12 Exist Swr EASEMENT / / / TRANSPORTATION DEPARTMENT 2 SDRSD D-34 v' /.... __/ SCALE: 1"=40' STORM DRAIN PLANS FOR \ ,. EL CAMINO REAL 0 ROADWAY IMPROVEMENTS 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG 1460 FRAZEE ROAD :,111-ie: 1 :Jo DALCIN--WALUN C52187 DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DA TE INITIAL CITY APPROVAL APPROVED: HOSSEIN tbr!Ph!iks H~l!f.J,t ENGINEERING MANAGER RCE 75991 EXPIRES 6 30 26 DA TE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6072 DRAWING NO. DWG 523-2 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 SIDEWALK PER SDRSD G-07 W/ THICKENED SIDEWALK EDGE TREATMENT PLANTING PER LANDSCAPE PLANS 8" CLEANOUT SEE DETAIL SHEET 11 "' DOWNSTREAM STORMWATER FACILITY CONNECTION SEE DETAIL THIS SHEET PLASTIC LINER PENETRATION SEE DETAIL THIS SHEET <(7 SIDEWALK ........ "' .................... "' .... ..,BIOFILTRATION· .. "' ................ • • • • • • BMP in ,.: BACK OF CURB 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET SPLASH PAD SEE DETAIL THIS SHEET CURB CUT SEE DETAIL THIS SHEET CURB CUT SEE DETAIL THIS SHEET 6" MIN EMBEDDED MOD CURB & GUTTER SEE DETAIL SHEET 7 MULCH STREET -, 'io ~ ............. ' ........ .. .. .. .. .. .. -·--------"' .. .. .. .. • STREET CONCRETE CHECK DAM WITH SPLASH PAD SEE DETAIL SHEET 11 6" MIN EMBEDDED MOD CURB & GUTTER SEE DETAIL SHEET 7 PLAN VIEW X <( :::, N X <( :::, ¼ FLOW , 1 :::, 1A1!_,;j~:fi~;j :~:~-~:~f~:±;' i ~~~~iMA~X-~;;;:;_;;J~i il ASPHALT ! CONCRETE CTB 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET SPLASH PAD SEE DETAIL THIS SHEET 8" PERFORATED SCH 40 PVC PIPE SECTION A-A BIOFIL TRA TION NOT TO SCALE BMP OBSERVATION WELL SEE DETAIL SHEET 11 PLASTIC LINER PENETRATION SEE DETAIL THIS SHEET 8" CLEANOUT SEE DETAIL SHEET 11 CURB CUT SEE DETAIL THIS SHEET 5' SIDEWALK R/W 1.5% ~ . -,- SIDEWALK PER SDRSD G-07 W/ THICKENED SIDEWALK EDGE TREATMENT 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET 3" CHOKER LAYER GRAVEL LAYER BIOFIL TRA TION SOIL MEDIA £30 MIL PLASTIC LINER / ~ SEE DETAIL THIS SHEET NON-COMPACTED NO. 2 COARSE AGGREGATE W/ GROUT BINDING 3" MULCH r ::, u (Il .. £l:'. ::, u PLAN VIEW SPLASH PAD SURFACE 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET SPLASH PAD NOT TO SCALE SECTION VIEW 18" I.. .. 111 8 CONSTRUCTION R/W ' 'St "' VJ z <( ...J 0.. £l:'. ::, <l:'.O w 0.. 0.. u 6 I -f-­VJ­VJ ...J WO <l:'.z 0.. 0 w :::, 0 £l:'. ~ f-­::, "' 1" GUTTER 6" DEPRESSION 6" MIN EMBEDDED MOD CURB & GUTTER PER SEE DETAIL SHEET 7 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET 811 1150 l'?.AZI:I: ROAD ~I.IITI: • DC: PLAN VIEW 3" MULCH . X • <( co :::, SECTION A-A CALL 2 FULL WORKING DAYS BEFORE YOU DIG ~AN Dmr:o, ~,1 02In11 SHEET NOTE: A J TOP OF CURB CURB CUT DATA TABLE STATION OFFSET LT/RT 273+75.00 53.00' RT EL CAMINO REAL 274+41.00 53.00' RT EL CAMINO REAL 275+19.00 53.00' RT EL CAMINO REAL 275+98.00 53.00' RT EL CAMINO REAL 276+64.00 53.00' RT EL CAMINO REAL 277+41.00 53.00' RT EL CAMINO REAL 278+16.00 53.00' RT EL CAMINO REAL 30" 12" 6" 18" 6" ' -- 6" ~ 7" g: -f--- 1" GUTTER DEPRESSION SECTION B-B 12" 6" --FLOWLINE 8" PER FORA TED SCH 40 PVC PIPE 1.5' 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET / LINER PENETRATION SEE DETAIL A ', ' I FLOW GROUT AS NECESSARY ENSURE WATER TIGHT PEN ETRA Tl ON • 24"x24" CLEANOUT SEE DETAIL SHEET 11 • END CAP :L..,,.-~;;:,.,~~-~,....J·- -~ -=~ -.-~: . .-._ ••• -·--: .... ~-=-~-:.::-.. W/ 1.5" ORIFICE NON-PERFORATED SCH 40 PVC UNDERDRAIN UNDERDRAIN CONNECTION TO CLEANOUT VJ w 0 VJ :::l <( z :::, ¼ 8" NON-PERFORATED SCH 40 PVC PIPE (0.5% MIN SLOPE) 30 MIL PLASTIC LINER SEE DETAIL THIS SHEET WELD BOOT TO LINER USING BONDING ADHESIVE WELD BOOT TO OUTILET PIPE USING BONDING ADHESIVE PIPE CLAMPS PLASTIC BOOT I .. 12" TYP., I DETAIL A LINER PENETRATION 18" RCP TO PROP INLET CURB CUT STATION/OFFSET TAKEN AT CENTER OF CUT AT PROJECTED TOP OF CURB LINE. CURB CUT NOT TO SCALE -:--.. _ ~ -~-=---~ BIOFIL TRA TION BMP SURFACE ,.>t}tt{\I EXTEND IMPERMEABLE LINER -_:-_·.;;.-<'r 7 1 7"--+7T7-----,~ TO SURFACE •·:··: :_, / ADD SILICONE SEALER AS -{~\-:·:/ ';... / DIRECTED PER_ NO~ 1/ .-t'; ;_. //,/ :~:{f l\L.:.:~?< , /j' ,,-::.·,:"'·-:..,_~-~,..v1 / / 2"x¼." CONCRETE HIT ANCHORS AT 24" o.c_, 2"xYs" .ALUMIN.UM FLAT BAR DOWNSTREAM STORMWATER FACILITY CONNECTION DETAIL NOTES: 1. ON CLEAN CONCRETE SURFACE, ADHERE LINER TO CONCRETE WITH SILICONE SEALANT OR EQUIVALENT PER MANUFACTURER RECOMMENDATIONS TO TOP f OF LINER. NOT TO SCALE 2. SECURE LINER TO CONCRETE WITH 2" ALUMINUM OR STAINLESS STEEL FLAT BAR AS DIRECTED PER PLAN. 3. AS AN ALTERNATIVE, HIT ANCHORS CAN BE SUBSTITUTED WITH STAINLESS STEEL ANCHORS AT 24" O.C. OR POWDER ACTUATED FASTENERS AT 12" o.c. 4. TRIM EXCESS LINER TO BE FLUSH WITH SURFACE ELEVATION. 5. CONTRACTOR MEANS AND METHODS SHOULD AVOID/MINIMIZE WRINKLES TO THE LINER. HAS BUil TH IMPERMEABLE LINER FASTENING DETAIL P.E. ___ EXP. ___ _ REVIEIIED BY• DATE □ALCIN WALLIN C52187 NOT TO SCALE INSPECTOR DATE 1----1----+-----------------+-----<f-----+----+-----1 STORM DRAIN DETAII.'3 FOR EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEIN tbr!Phliks 1----1----+----------------+-----11----+--+----1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 30 26 DATE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: I DRAWING NO. DWG 523-2 '-----------' PROJECT NO. 6072 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 PIPE SEAL GASKET & CAP CURB CUT SEE DETAIL SHEET 10 PLAN VIEW LINER PENETRATION SEE DETAIL SHEET 10 8" MIN NON-PERFORATED SCH 40 PVC PIPE OBSERVATION WELL PIPE SEAL GASKET & CAP NON-WOVEN GEO TEXTILE FILTER FABRIC 8" PE 12"x12"x¼" METAL FOOT PLATE OBSERVATION WELL SECTION A-A BIOFIL TRATION SOIL MEDIA CHOKER LAYER CHOKER FLOW GRAVEL STANDARD WYE BRANCH 8" MIN PERFORATED SCH 40 PVC PIPE 8" CLEANOUT SECTION B-B 8" CLEANOUTS & OBSERVATION WELL NOT TO SCALE / '-/ '-STEEL COVER '-/ '-/ '-/ ;,-ro '-/ '-/ '-/ STEEL COVER ISOMETRIC VIEW 24"x24" CLEANOUT NOT TO SCALE 8" SCH 40 PVC PIPE 45" ELBOW DI 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG BIOFIL TRATION BMP GRADING AND CHECK DAM DATA TABLE STATION OFFSET LT/RT UPSTREAM DOWNSTREAM 273+59.00 EL CAMINO REAL 273+77.00 EL CAMINO REAL 273+95.00 EL CAMINO REAL 274+12.00 EL CAMINO REAL 274+29.00 EL CAMINO REAL 274+46.00 EL CAMINO REAL 274+63.00 EL CAMINO REAL 274+80.00 EL CAMINO REAL 274+97.00 EL CAMINO REAL 275+09.00 EL CAMINO REAL 275+21.00 EL CAMINO REAL 275+33.00 EL CAMINO REAL 275+45.00 EL CAMINO REAL 275+58.00 EL CAMINO REAL 275+72.00 EL CAMINO REAL 275+86.00 EL CAMINO REAL 276+00.00 EL CAMINO REAL 276+13.00 EL CAMINO REAL 276+26.00 EL CAMINO REAL 276+39.00 EL CAMINO REAL 276+52.00 EL CAMINO REAL 276+66.00 EL CAMINO REAL 276+80.00 EL CAMINO REAL 276+94.00 EL CAMINO REAL 277+10.00 EL CAMINO REAL 277+28.00 EL CAMINO REAL 277+46.00 EL CAMINO REAL 277+63.00 EL CAMINO REAL 277+80.00 EL CAMINO REAL 277+97.00 EL CAMINO REAL 14f,ll <f,'A'/,e:e: f<D.~ J snm 100 c'AN lJlt:GlJ, CA 8~10~ 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT 55.75' RT FL EL FL EL 300.27' 299.94' 300.70' 300.36' 301.13' 300.79' 301.54' 301.22' 301.96' 301.63' 302.37' 302.05' 302.84' 302.46' 303.33' 302.93' 303.82' 303.42' 304.20' 303.88' 304.58' 304.26' 304.96' 304.64' 305.34' 305.02' 305.73' 305.41' 306.13' 305.80' 306.50' 306.20' 306.93' 306.57' 307.33' 307.00' 307.73' 307.40' 308.13' 307.80' 308.53' 308.20' 308.92' 308.60' 309.32' 308.99' 309.72' 309.39' 310.13' 309.80' 310.55' 310.22' 310.98' 310.64' 311.40' 311.07' 311.82' 311.49' 312.25' 311.91' OBSERVATION WELL SEE DETAIL THIS SHEET B .............................. _ ·········· ........ . .. • .. • ... 0.5% .......... •. _ .................... ·: . . . . . . . . .. ~. .. .. .. .. .. .. .. . .. . .. .. .. .. .. .. .. . .. .. . .. . .. . . . .. . . . . .. . .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. . .. . . .. . . . . . .. .. .. .. ' ••••••• .. 8" CLEANOUT :-:-:-:-: SEE DETAIL THIS •• •• •• ·Fi:_ow·. ·.·.·.·.A· j · ·. ·. ·. · ; . . Ll". .A . . . . . ..... --·... . . . . .·.·.·.·.·.·. ·.·.·.· .. • .. • • .. P .. .. .. .. . .. .. • • •. , V ::-~ V ,. ..r T V • -. T V V , T •••l\&',f-,-. ~-c-,:--:--,:, ::--r----~ . .. . .. .. . .. . . . .. . . -. .. • . ' .. . . . .. .. . . .. .. . . -.-.--.-..... -.-.--.--,,-.,-.--.--,,-..-..-- -.• --.--=-----.-~-.-...-.... . . .. . .. . .. . . . . . . . . . ~ . 30 MIL PLASTIC LINER ·.·.·.·.·.·.·.·.·.·. • ~ SEE DETAIL SHEET 1 O-'. '.-: CONCRETE : • '.-_: • • • • • • • CHECK DAM • • • .. . .. .. .. . . .. . .. . .......................... ·0.5%·~ ....... •. ..................... .. . . .. . . .. .. . . . . .. . . .. .. .. .. . .. . + .. .. • .. • .. . CURB CUT SHEET 6" MIN EMBEDDED MOD CURB & GUTTER SEE DETAIL SHEET 7 B SEE DETAIL SHEET 10 (2)-#4 BARS CONTINUOUS (2)-#4 BARS CONTINUOUS BOTTOM OF 6" EMBEDDED MOD CURB & GUTTER SEE DETAIL SHEET 7 5• I MIN • I .. PLAN VIEW CHECK DAM HEIGHT + 6" MIN SECTION C-C 6" 6" UPSTREAM FL ELEVATION TOP OF SIDEWALK/BMP ' l[) 6" DOWNSTREAM FL ELEVATION SPLASH PAD SEE DETAIL SHEET 10 8" PER FORA TED SCH 40 PVC PIPE SECTION A-A 4.5' ' z "' :::, TOP OF CONCRETE CHECK DAM .. DOWNSTREAM BIOFILTRATION BMP SURFACE R/W 1.5% /, ':-~-'_,~,'.SIDEV'{AL~':: .:~·.:.;·;·:,; :,>: #4 DOWEL BARS, TYP #4 DOWEL BARS, TYP. 30 MIL PLASTIC LINER SEE DETAIL SHEET 10 BOTTOM OF CONCRETE CHECK DAM NOTES: N DRILL & EPOXY 6" MIN, TYP CHECK DAM 30 MIL PLASTIC LINER SEE DETAIL SHEET 10 SECTION B-B 1. CHECK DAM STATION/OFFSET TAKEN AT CENTER OF STRUCTURE. 2. CONCRETE CHECK DAM SHALL BE A CONTINUOUS POUR (NO JOINTS). 3. CONCRETE SHALL BE 560-C-3250. CONCRETE CHECK DAM NOT TO SCALE CHECK DAM DRILL & EPOXY 6" MIN, TYP "' ' _J NU HAS BUIL TH P.E. __ _ EXP. ___ _ REVIEIJED BY, INSPECTOR DATE DATE fSHml CITY OF CARLSBAD ~ 1----+----+----------------+---1----+--+-----1 ~ TRANSPORTATION DEPARTMENT ~ :==::'....'::::=========:'....':::::=~ DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL STORM DRAIN DETAIIS FOR EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: H~ Af.J,1-HOSSEIN 6~t9~5 ENGINEERING MANAGER DWN BY: CHKD BY; __ _ RVWD BY: RCE 75991 EXPIRES 6 PROJECT NO. 6072 30 26 DATE DWG 523-2 I DRAWING NO. '-------------' Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 "! \ R7-9a~ i --- ----------------- B' 11' 11' 11' 10' 10' 11' 11' 11' 6' 12' -- -- N-1 Beg SLURRY SEAL --=i -- -- <( f­ f­w c.n z 0 o_ -- - -- -- R7-9a W4-2 -- -- STRIPING AND PAVEMENT MARKING LEGEND: SIGN LEGEND: 0 0 0 0 0 0 0 0 @ (0 ® @ 4• WHITE DASHED LANE LINE, CA MUTCD, FIGURE 3A-102 DETAIL 12 CHANNELIZING LINE, CA MUTCD, FlGURE 3A-112 DETAIL 38 BIKE LANE LINE, CA MUTCD, FlGURE 3A-112 DETAIL 39 BIKE LANE INTERSECTION LINE, CA MUTCD, FIGURE 3A-112 DETAIL 39A HELMETED BICYCLIST SYMBOL, CA MUTCD, FIGURE 9C-3 BIKE LANE ARROW PAVEMENT MARKING, CA MUTCD FlGURE 9C-3 12" WHITE THERMOPLASTIC PAVEMENT MARKING, 45' C-C GREEN PAINT BIKE LANE CONFLICT, SEE DETAIL SHEET 14 TYPE IV (L) ARROW, CA MUTCD FIGURE 38-24 'SIGNAL AHEAD' PAVEMENT MARKING WORD CA MUTCD FIGURE 38-23 12" WHITE CONTINENTAL CROSSWALK, SEE DETAIL SHEET 14 12" WHITE LIMIT LINE RIGHT LANE MUST TURN RIGHT R3-7 (36"x36") ,, ' ® BIKE LANE R7-9a (12"x18") W4-2 (36"x36") W3-3 (30"x30") -- -- 11' 11' EL CAMINO REAL -- -- 1690 LF 225 LF W3-3\ 1025 LF 1250 LF I I 1--11' LL -ww 11' z ...J ~::J~ :r:O ,---------------------------------,~g J.f ~ w 11' w CJ) OCl SIGNING AND STRIPING PLAN: EL CAMINO REAL - --- 1025 LF 1250 LF - SCALE: 1''=40' R7-9a~ 1690 LF i EL CAMINO REAL 1277 LF 1670 LF SIGNING AND STRIPING PLAN: EL CAMINO REAL R4-7 (24"x30") IONEWAY )1 R6-1R (54"x18") SCALE: 1"=40' BUS STOP SIGN (12"x18") TRUCK ROUTE ◊ R14-1* (24"x18") ------ 0 .. W3-3 -I _ti---- SIGNING LEGEND: OJ RELOCATE ROADSIDE SIGN -- -- 1277 LF 1670 LF ----- ----- [I) PROTECT EXISTING ROADSIDE SIGN IN PLACE CTI REMOVE ROADSIDE SIGN [TI INSTALL ROADSIDE SIGN 11' "' Exist STREET LIGHT I I R7-9a ------ R3-7 200 LF - SCALE· 1'=40' r BUS STOP SIGN/ I I - I I o' 20' 40' 80' ~-----'-, SCALE· I '=40' HAS BUil TH P.E. ---EXP. ___ _ DATE REVIEIIED BY• INSPECTOR DATE odUf'fbNs N-1 (18"x18") R3-2* (36"x36") 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG 1450 l'?.AZI:I: ROAD ~I.IITI: • DC: HN r:,nr:o. ~,1 021nA ENG!NEE!fs!!NL'ii 1----+--+---------------+----+--+-----+-----1 SIGNING AND STRIPING PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEIN tbr!Phliks 1----+--+---------------+---+--t----+----t ENGINEERING MANAGER RCE 75991 EXPIRES 6 30 26 DATE 1----+--+---------------+----+--+-----+-----1 OWN BY: __ _ DATE INITIAL ,__□A_TE_~I_Nl_llAL----<t--DA_TE_~I_Nlll_AL__, CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: I DRAWING NO. DWG 523-2 '----------' PROJECT NO. 6072 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 R9-3a R9-3b POLE MOUNTED SIGN PANEL R7-9a POLE MOUNTED SIGN PANEL \ c;,'11 56 LF y --==--,~ 7 , ..-, 12 -- 2406 LF ---- R3-2 R14-1 POLE MOUNTED SIGN PANEL 2213 LF -----11' --- R~~j 11~••==::::==£/-:_;~-=~ 1 ~ 1 =.i~:~~:~:_~~~-~==®;1~0 ~~=~-~2~~2_:6{0i LiF~~~~~~~t=( £ -EL CAMINO REAL 11' 0 0 0 0 0 0 0 0 ® 0 @ @) l~i NO PARKING FIRE LANE 53 LF 1670 LF 4" WHllE DASHED LANE LINE, CA MUTCD, FIGURE 3A-102 DETAIL 12 CHANNELIZING LINE, CA MUTCD, FIGURE 3A-112 DETAIL 38 BIKE LANE LINE, CA MUTCD, FIGURE 3A-112 DETAIL 39 BIKE LANE INTERSECTION LINE, CA MUTCD, FIGURE 3A-112 DETAIL 39A HELMETED BICYCLIST SYMBOL. CA MUTCD, FIGURE 9C-3 BIKE LANE ARROW PAVEMENT MARKING, CA MUTCD FIGURE 9C-3 12" WHllE THERMOPLASTIC PAVEMENT MARKING, 45' C-C GREEN PAINT BIKE LANE CONFLICT, SEE DETAIL SHEET 14 TYPE IV (L) ARROW, CA MUTCD FIGURE 38-24 'SIGNAL AHEAD' PAVEMENT MARKING WORD CA MUTCD FIGURE 38-23 12" WHllE CONTINENTAL CROSSWALK, SEE DETAIL SHEET 14 12" WHllE LIMIT LINE SIGN LEGEND: R3-2* (36"x36") RIGHT LANE MUST TURN RIGHT R3-7 (36"x36") MiraCosta Collage SPECIAL SIGN (24"x24") ~ -,,. -- TRUCK ROUTE ◊ R14-1* (24"x18") W3-3 (30"x30") R4-7 (24"x30") -- BUS STOP SIGN 183 LF SIGNING AND STRIPING PLAN: 1277 LF 2384 LF SCALE: 1 "= 40' R2-1 POLE MOUNTED SIGN PANEL 2 PUBLIC PARKING PROHIBITED R7-9a 11' - 11' 8' 2384 LF 392 LF EL CAMINO REAL SIGNING AND STRIPING PLAN: EL CAMINO REAL SPEED LIMIT 55 R2-1 (30"x36") IONEWAY ' R6-1R (54"x18") RIGHT TURN ONLY R3-5R* (30"x36") @ R9-3a (12"x18" 6- BUS STOP SIGN (12"x18") 811 SCALE: 1 "= 40' USE CROSSWALK R9-3b (18"x12") N-1 (18"x18") 1150 l'c/.AZI:I: ROAD ~..IITI: • :JU CALL 2 FULL WORKING DAYS BEFORE YOU DIG ~~N rn:r.0., ~• c,2rnf\ ® BIKE LANE R1-1 R7-9a (36"x36") (12"x18") (W,!l; ,-,14 89"17 ~----- -- ------ 2213 LF -----I ------- -- ---- -267 -------------- -- -- -- --- o· 20· 40' 80' '---------=; SCALE· 1"=40' 2406 LF I 1 MIRA COSTA COLLEGE SIGN 20' Rt "EL CAMINO REAL" 277+50 Beg LANE SHIFT SIGNING LEGEND: OJ RELOCATE ROADSIDE SIGN 0 PROTECT EXISTING ROADSIDE SIGN IN PLACE [TI REMOVE ROADSIDE SIGN 8J INSTALL ROADSIDE SIGN o' 20· 40• 80' '--------=,- SCALE· 1'=40' HAS BUil TH P.E. __ _ EXP. ___ _ DATE REVIEIIED BY• INSPECTOR DATE l----+---+-------------1---+---+----+----I ~ c~rArSP£[Tio~1~l~M~NtD 1----+--+---------------+---+--+----+-----1 SIGNING AND STRIPING PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEIN J~!Ph!iks 1----+--+---------------+---+--t----+----t ENGINEERING MANAGER RCE75991 EXPIRES 6 30 26 DATE 1----+--+---------------+---+--+----+-----1 DWN BY: __ _ DATE INITIAL t--DA_TE_~I_Nl_llA_L-+-_DA_TE_~I_Nlll_A_L-t CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL RVWD BY: I DRAWING NO. DWG 523-2 '-----------' PROJECT NO. 6072 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 0 1/) + ~ C\J I 6--_ 6 17' ----------- ---11' -11' --11' -8 500 LF 1277 LF 23' Rt "EL CAMINO REAL" 278+34 END LANE SHIFT 2213 LF ------- .1;;;.&&A4~/l/-O_e"EAL "'28 -------- 2406 LF --- -- R7-9a POLE MOUNTED SIGN PANEL 4 't_ "ECR" 200 LF 11' 11' 11' 10' \ \ \ \ I 10 \ \ \ \ 1 \, :Z, I 0 L C) >7 -1) ~ ~ \ 285 \ I END SLURRY SElAL \ STRIPING AND PAVEMENT MARKING LEGEND: 0 4" 'M-IITE DASHED LANE LINE, CA MUTCD, FIGURE 3A-102 DETAIL 12 0 CHANNELIZING LINE, CA MUTCD, FIGURE 3A-112 DETAIL 38 SIGNING AND STRIPING PLAN: EL CAMINO REAL 0 BIKE LANE LINE, CA MUTCD, FIGURE 3A-112 DETAIL 39 0 BIKE LANE INTERSECTION LINE, CA MUTCD, FIGURE 3A-112 DETAIL 39A 0 HELMETED BICYCLIST SYMBOL, CA MUTCD, FIGURE 9C-3 0 BIKE LANE ARROW PAVEMENT MARKING, CA MUTCD FIGURE 9C-3 0 12" WHITE THERMOPLASTIC PAVEMENT MARKING, 45' C-C 0 GREEN PAINT BIKE LANE CONFLICT, SEE DETAIL THIS SHEET @ TYPE IV (L) ARROW, CA MUTCD FIGURE 3B-24 0 'SIGNAL AHEAD' PAVEMENT MARKING WORD CA MUTCD FIGURE 3B-23 ® 12" Wl-llllE CONTINENTAL CROSSWALK, SEE DETAIL THIS SHEET @ 12" Wl-llllE LIMIT LINE SCALE: 1 "= 40' SIGN LEGEND: SIGNING LEGEND: R4-7 (24"x30") N-1 (18"x18") 811 r '- ® BIKE LANE R7-9a (12"x18") OJ RELOCA TIE ROADSIDE SIGN [I) PROTIECT EXISTING ROADSIDE SIGN IN PLACE [}J REMOVE ROADSIDE SIGN [±J INSTALL ROADSIDE SIGN ENG!NEEIR!!NL'l 1450 l"RAZI:I: ROAD Slll'II: 1 DO CALL 2 FULL WORKING DAYS BEFORE YOU DIG SAN r,nr:o. r,1 021nA 11' 11' 11' 11' 10' 11' 11' 286 RAMP TYP FLARE TYP 2' 11 ....I ~ <t: ~ u.. 0 z 0 >­u w a:: C, i 5' r-.,.. z :;;a _J 7 SINGLE RAMP CORNER CROSSWALK MARKING -------------------- 287 ------------------------ 12" WHITE CONTINENTAL CROSSWALK NOT TO SCALE CONTINENTAL CROSSWALK NOTES: 1. CONTINENTAL CROSSWALK MARKINGS SHALL BE ALIGNED PARALLEL TO THE DIRECTION OF VEHICULAR TRAFFIC. 2. CONTINENTAL CROSSWALK BARS SHALL BE UNIFORM WITHIN THE SAME CROSSING. NO PARTIAL BARS SHALL BE INSTALLED. 3. A CROSSWALK BAR SHALL BE CENTERED IN THE CENTER OF THE CROSSING. 4. CROSSWALK MARKINGS SHALL BE CA MUTCD RETROREFLECTIVITY COMPLAINT AND SKID RESISTANT. ----------- 111 '' :::::=::::::=::::::=:~ :::::==J~ o' 20' 40' ao' 7' GREEN PAINT (TYP) GUTTER LIP Var -- M4•~4•L I ,.LENGTH PER PLAN. I GREEN PAINT BIKE LANE CONFLICT NOT TO SCALE GREEN PAINT NOTES: 1. GREEN TRAFFIC PAINT SHALL BE ENNIS-FLINT 985216 GREEN STANDARD FAST DRY WATERBORNE 1952F ½ TRAFFIC PAINT, PRODUCT COLOR GREEN (34115) OR APPROVED EQUAL. PAINT TO MEET FEDERAL SPEC TT-P-1952F TYPE I & II. SCALE: I "=40' HAS BUIL TH P.E. ---EXP. ___ _ DATE REVIEIIED BY• INSPECTOR DATE 1------1---+----------------+----+---+-----1--.... SIGNING AND STRIPING PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEIN tbr!Ph!iks t--------t---+----------------+----+--+-------t----1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 30 26 DATE 1------1---+----------------+----+---+-----1--.... DWN BY: __ _ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: I DRAWING NO. DWG 523-2 ,..__ ______ ___, PROJECT NO. 6072 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 SIDEWALK CLOSED R9-9 I ----~ R9-11 SIDEWALK CLOSED AHEAD CROSS HERE R9-11 W21-5b W3-5 (45) 12s97 I I I =:> =:> C31 A (CA) R9-9 (CA) / ,6; / \ I 4IDO' n wzo-~I I I I 0:::: <C rn >- <C <C Zs z TYPE Ill BARRICADE u Beg TPD (3 TOTAL, 15' c-c) TRAFFIC CONTROL LEGEND: 0 0 0 • WHITE DASHED LANE LINE, CA MUTCD, FIGURE 3A-102 DETAIL 12 RIGHT EDGELINE, CA MUTCD, FIGURE 3A-106, DETAIL 278 CHANNELIZING LINE, CA MUTCD, FIGURE 3A-112 DETAIL 38 TRAFFIC PLASTIC DRUM (TPD) TEMPORARY TRAFFIC SIGN TYPE Ill BARRICADE DIRECTION OF TRAVEL POSTED SPEED: EL CAMINO REAL = 55 MPH -- -EL -cArvnNo-RE7iL I - -- W20-1 TRAFFIC CONTROL PLAN: EL CAMINO REAL SCALE: 1"=40' SIGN LEGEND: C31 A (CA) C30A (CA) C30 (BIKE) (CA) W20-1 W20-5 (BIKE) TRAFFIC CONTROL PLAN: EL CAMINO REAL SCALE: 1 "= 40' STAGE 1 CONSTRUCTION: 1. PERFORM 2" COLD MILL. 2. RESTRIPE AND PLACE Temp TRAFFIC CONTROL. 3. CONSTRUCT EL CAMINO REAL WIDENING. 4. AFTER CONSTRUCTION OF WIDENING PERFORM MEDIAN IMPROVEMENTS AND FINAL STRIPING. STAGE 1 TRAFFIC: 1. MAINTAIN TWO LANES OF TRAFFIC FOR NORTHBOUND EL CAMINO REAL. SEE PLAN FOR DIMENSIONS. 2. CLOSE ONE LANE AS REQUIRED AND USE "SIDE OF ROAD WORK AREA" TRAFFIC CONTROL PER SDRSD TCP-10A AND TCP-12A. FLASHING BEACON TRAFFIC CONTROL DESIGN SPEED: EL CAMINO REAL = 45 MPH TEMPORARY RAILING (TYPE K) TEMPORARY ALTERNATIVE INLINE CRASH CUSHION 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG 1150 l"RAZI:I: ROAD sIII·II: 1:m SAN m~r.o, ~4 021~8 (flfiR;, ,-,14 f\~"/7 =--FOR REFERENCE ONLY -~ Iii -e!l _if --jJ -- 200· TYPE P (CA) (RT) MARKER -- - 45 MPH W13-1P (45) -:::::---.. --------::::::::--_ --Cf_ "ECR" -----=:: 0/0 MAY USE FULL LANE R4-11 ------=:: Exist R/W 8' I O' 20' 40' BO' SCALE: 1"=40' I Ct EL CAMINO REAL 63' I •l-'1'-'-1'-+-'-'11_.' -+--'-1 .:._1 •­ffi LANE LANE LANE "--3' -~,-~ rn 11' LANE NOT TO SCALE 63' 14.5' LANE --- 25.5' WORK AREA 2' O' 20' 40' BO' SCALE· I "=40' PROP R/W & PROP HP TCE WORK AREA LIMITS DOC NO. 2023-0344872 TCE DOC NO. 2023-0344872 0 AS BUIL T0 P.E. __ _ EXP. ___ _ DATE REVIEl,{ED BY• INSPECTOR DATE fsHml CITY OF CARLSBAD 1---+--+---------------+---+--t---+-----t l___2_:_J TRANSPORTATION DEPARTIMENT 1---+--+---------------+---+--+---+-----t 1----+--+---------------+---+--+----+-----i TRAFFIC CONTROL PLANS FOR ~ l___::_J EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEIN tbr!Phliks 1---+--+---------------+---+--+---+-----t ENGINEERING MANAGER RCE 75991 EXPIRES 6 30 26 DATE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ RVWD BY: PROJECT NO. 6072 ~------- I ,..,D"'R---,--A Wl~N G=-----ccNO-c-7. . DWG 523-2 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 Exist R/W 63' 8' ---BL 11' 11' 11' a:: LANE LANE LANE w LL 3' LL ::::, m <t EL CAMINO REAL 12 5' 11' LEFT a:: TURN w LANE LL 8' LL ::::, 4' m 63' 14.5' 21' LANE WORK AREA 2' ~ ---~, PROP R/W & PROP HP TCE 6'-17' WORK AREA LIMITS \ -~ = = = = = = = = = = ~-=-----=-----=-----=-----=----= = = = = ' \ \ :::c ~ 0 It) + ~ C\J ; f- l DOC NO. - --- Beg REMOVE TRAFFIC STRIPE REMOVE PAVEMENT MARKING TRAFFIC CONTROL LEGEND: 0 WHITE DASHED LANE LINE, CA MUTCD, FIGURE 3A-102 DETAIL 12 0 RIGHT EDGEUNE, CA MUTCD, FIGURE 3A-106, DETAIL 27B 0 CHANNELIZING LINE, CA MUTCD, FIGURE 3A-112 DETAIL 38 0 4" WHITE PAVEMENT MARKING, 25' C-C • TRAFFIC PLASTIC DRUM (TPD) ~ TEMPORARY TRAFFIC SIGN I TYPE Ill BARRICADE DIRECTION OF TRAVEL FLASHING BEACON TEMPORARY RAILING (TYPE K) TEMPORARY ALTERNATIVE INLINE CRASH CUSHION - SECTION B-B NOT TO SCALE - 11' 11' n' -,4.5' - DOC NO. 2023-0344872 END emp 11' 11' 11' PER CT STD. PLAN T3A R9-11 a \ TYPE Ill BARRICADE I TRAFFIC CONTROL PLAN: EL CAMINO REAL SIGN LEGEND: END ROAD WORK G20-2 SCALE: 1 "=40' SIDEWALK CLOSED CROSS HERE R9-11 a 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG 1150 l'?.AZI:I: ROAD ~I.IITI: • DC: ~AN Dmr:o, ~,1 02In11 \ \ \ 0 \ ~ \ -----z__ \ 0 \ L ----C) >7 -1) 0 cP ~ I (I; )> ~ z 0 < - \ \ FOR REFERENCE ONLY ------------ --------------- 286 ---------------------------- o' 20' 40' 80' ~-----'-, SCALE 1"=40' \_G20-2 HAS BUil TH P.E. ---EXP. ___ _ DATE REVIEIIED BY• INSPECTOR DATE fsHml CITY OF CARLSBAD ~ l-----ll----+----------------t----+--+-----11-----1 ~ TRANSPORTATION DEPARTMENT l____::_J ~=:'....'.::::=========::...:===; 1------11----+----------------+----+--+-----11-----i TRAFFIC CONTROL PLANS FOR DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEIN tbr!Phliks ENGINEERING MANAGER RCE 75991 EXPIRES 6 30 26 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6072 ~-------I DRAWING NO. . DWG 523-2 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 TRAFFIC SIGNAL GENERAL NOTES: 1. lRAFFIC SIGNAL AND SlREET LIGHTING WORK SHALL CONFORM TO THE FOLLOWING: -THE PROJECT PLANS AND SPECIAL PROVISIONS; -CITY OF CARLSBAD STANDARD SPECIAL PROVISIONS FOR CONSlRUCTION (CCSSPC); -CAL lRANS STANDARD PLANS (LA TEST EDITION, INCLUDING ADOPTED (REVISIONS); -CALIFORINA MANUAL OF UNIFORM lRAFFIC CONlROL DEVICES, LATEST EDITION (CAMUTCD); -STANDA~D SPECIFICATIONS FOR PUBLIC WORKS CONSlRUCTION (LATEST VERSION). 2. THE LOCATIONS OF EACH NEW POLE FOUNDATION, PULL BOX, AND LUMINAIRE AS SHOWN ON THE PLANS ARE APPROXIMATE. PRIOR TO ORDERING MATERIAL, THE CONlRACTOR SHALL STAKE ALL PROPOSED FACILITIES FOR APPROVAL BY THE CITY. INSTALLATIONS OF FACILITIES PRIOR TO CITY APPROVAL ARE SUBJECT TO RELOCATION AND RESTORATION AS DIRECTED BY THE CITY AT THE CONlRACTOR'S EXPENSE. 3. ALL WIRING, NEW OR MODIFIED (AS PART OF THE CONTRACT), SHALL BE LABELED WITHIN EACH PULL BOX AND CONlROLLER CABINET FOR lRAFFIC SIGNAL PHASE AND /OR USE IDENTIFICATION. DEVIATIONS FROM THE CONDUCTOR/CABLING SCHEDULE OR PLANS MUST BE APPROVED BY THE CITY. 4. ALL EXISTING SIGNAL EQUIPMENT SHALL REMAIN IN PLACE AND OPERATIONAL UNTIL NEW EQUIPMENT IS IN PLACE AND READY TO OPERATE. 5. ONCE THE PERMANENT LIGHTING HAS BEEN INSTALLED AND PLACED IN OPERATION, THERE SHALL BE A THIRITY-DAY "BURN-IN" PERIOD. DURING THIS "BURN-IN" PERIOD, THE CONlRACTOR SHALL REPAIR OR REPLACE ANY MALFUNCTIONS TO EQUIPMENT THAT WAS SUPPLIED ON THE PROJECT. ANY FAILURE DURING THE THIRTY DAY PERIOD WILL REQUIRE THE "BURN-IN" PERIOD TO START OVER FROM THE POINT THAT THE FAILURE IS REMEDIED. 6. CONlRACTOR SHALL BORE ALL CONDUIT UNDER EXISTING PAVEMENT, CONCRETE, OR SIDEWALKS UNLESS OTHERWISE APPROVED BY THE CITY. 7. ONLY NEW CONDUIT AND CABLE SHALL BE INSTALLED UNLESS OTHERWISE INDICATED ON THE PLANS 8. CONDUIT SHALL BE 3" SCHEDULE 80 UNLESS OTHERWISE SPECIFIED AND SHALL CONFORM TO CURRENT CAL lRANS SlRANDED PLANS. ALL NEW CONDUIT SHALL BE INSTALLED A MINIMUM OF 30 INCHES BELOW FINISHED GRADE AND HAVE A DETECTABLE PULL TAPE UNLESS OTHERWISE SPECIFIED. lRACER WIRE AND PULL ROPE SHALL BE SEPARATED IN THE CONDUIT. 9. ALL EXISTING CONDUIT USED SHALL BE FIELD VERIFIED FOR LOCATION AND INTEGRITY PRIOR TO CONSlRUCTION. THE CONlRACTOR SHALL NOTIFY THE CITY SHOULD AN EXISTING CONDUIT BE DETERMINED TO NOT BE USEABLE. 10. ALL CONDUIT(S) SHALL BE CLEANED BY COMPRESSED AIR AND A PROPERLY SIZED CONDU]T PISTON OR MANDREL PRIOR TO CABLE INSTALLATION. NO WATER OR MOISTURE SHALL REMAIN IN CONDUIT(S) PRIOR TO INSTALLING CONDUCTORS. CONDUIT SHALL BE FINISHED WITH DUCT SEAL. 11. ALL NEW PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED AND SHALL CONFORM TO CURRENT CAL lRANS STANDARD PLANS. PULL BOXES SHALL NOT BE INSTALLED WITHIN PEDESlRIAN OR DRIVEWAY RAMPS. 12. lRAFFIC SIGNAL PULL BOXES SHALL BE MARKED "lRAFFIC SIGNAL" AND HAVE A MAXIMUM SPACING OF 200 FEET 13. FIBER OPTIC COMMUNICATION PULL BOXES SHALL BE MARKED "FIBER OPTICS" AND HAVE A MAXIMUM SPACING OF 1,000 FEET WITH NO MORE THAN 180 DEGREES OF TOTAL BENDS, OR AS APPROVED BY THE CITY. 14. ANY PULL BOXES INSTALLED ALONG A ROADWAY WITHOUT CURB AND SIDEWALK SHALL BE INSTALLED ADJACENT TO, BUT NOT WITHIN, THE SHOULDER. ALL PULL BOXES ADJACENT TO THE SHOULDER, OR OTHER DRIVABLE AREAS, SHALL BE TRAFFIC RATED. 15. THE VEHICLE DETECTION CABLING SHALL BE INSTALLED, CONTINUOUS AND UN-SPLICED, FROM THE VEHICLE DETECTION EQUIPMENT TO THE CONlROLLER CABINET. 16. THE DETECTOR LEAD-IN CABLE SHALL BE CONTINUOUS AND UN-SPLICED BETWEEN THE CONlROLLER CABINET AND THE PULL BOX ADJACENT TO LOOP INSTALLATION. PROVIDE A MINIMUM 5 FEET OF SLACK FOR EACH DETECTOR LEAD-IN CABLE AS MEASURED FROM THE LIP OF THE PULL BOX OPENING IN THE PULL BOX ADJACENT TO THE LOOP DETECTOR. 17. ADVANCED LOOP DETECTORS SHALL BE TYPE E PER CALlRANS STANDARD PLANS AND SHALL BE SEPARATED FOR EACH LANE TO THE CONlROLLER CABINET. LOOP DETECTORS SHALL BE 6 FEET IN DIAMETER POSITIONED IN THE CENTER OF THE LANE UNLESS OTHERWISE SPECIFIED. LOOPS SHALL BE SEALED USING HOT-MELT RUBBERIZED ASPHALT SEALANT PER CALlRANS SPECIFICATIONS. 18. ON NEW, OR REPAVED ROADWAYS, VEHICLE DETECTOR LOOPS SHALL BE INSTALLED PRIOR TO THE FINAL LIFT OF PAVEMENT. 19. SAFETY LIGHTING SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF CARLSBAD PUBLIC SlREET AND lRAFFIC STANDARDS, CHAPTER THREE, SlREET LIGHTS. 20. FIBER OPTIC VAULT TO BE 36"X36"X36". 21. FIBER OPTIC CABLE TO BE 72 SlRAND SMFO. ELECTRICAL SYSTEMS LEGEND (THIS SHEET ONLY): OJ INSTALL MISSION BELL LED LUMINAIRE ON CONCRETE POLE. [3J ~ EXISTING 3" SIC CONDUIT [}] PROPOSED IRRIGATION CONlROLLER CABINET. SEE IRRIGATION PLANS. LEGEND: NEW MISSION BELL LED LUMINAIRE ON CONCRETE POLE KING LUMINAIRE K825-lll-120-8060-120-PR OR EQUAL POLE TO BE 26' TALL WITH 8' ARM (SEE SDRSD E-1) EXISTING MISSION BELL LED LUMINAIRE ON CONCRETE POLE INSTALL CONDUIT INTO EXISTING PULL BOX ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS .. .. ------ I --- --- --- --- er:: <( rn <( z z u - --\ -- ~-----~; ~---- 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG An, 1150 l'cl.AZI:I: ROAD ~ I.I l'I I: • DU ~AN rimr.o, ~4 ,)21~fl (flfiA; ,-,14 89"17 -------i "ECR" ---------------Nii ---- R/V R/V ===::t:::E---- 1 f C, 2#8 (Ltg) O' 20' 40' 80' ~------, SCALE· 1 "=40' o' 20' 40• 80' SCALE I '=40' ------- I R/W 1·c, 2#10 (Irr) 1fC, 2#8 (Ltg), 2#10 (Irr) HAS BUil TH P.E. __ _ EXP. ___ _ REVIEIIED BY• INSPECTOR I I DATE DATE fsHml CITY OF CARLSBAD I SH;;TS I 1------1--+----------------+----+--+-----1----1 ~ lRANSPORTATION DEPARTMENT l------l--+----------------+----+--+-----1----1 1------1---+----------------+-----+---+-----1--.... STREET IJGHTING AND FIBER OPTIC PLANS FOR EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEIN tbr!Phliks 1------1--+----------------+----+--+-----1----1 ENGINEERING MANAGER RCE 75991 EXPIRES 6 30 26 DATE 1------1---+----------------+-----+---+-----1--.... DWN BY: __ _ DATE INITIAL ,__D_ATE_~IN_lll_AL--+_D_A_TE~_IN_lll_A_L-t CHKD BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: I DRAWING NO. DWG 523-2 '-----------' PROJECT NO. 6072 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 I I 1 tc. 2fl8 (Ltg) ELECTRICAL SYSTEMS LEGEND (THIS SHEET ONLY): OJ IT] IT] [±] INSTALL MISSION BELL LED LUMINAIRE ON CONCRETE POLE ADD 3 DLC ~ EXISTING 3" SIC CONDUIT FURNISH AND INSTALL 120/240 V METERED TYPE Ill-BF SERVICE PEDESTAL. PROVIDE A 15A, 1 POLE CB FOR IRRIGATION AND A 30A 2 POLE CB FOR STREET LIGHTING. SEE CAL TRANS STD PLAN ES-2E. CABINET MUST BE ANODIZED ALUMINUM. [}] EXISTING SDG&E TRANSFORMER. COORDINATE WITH SDG&E FOR SERVICE POINT CONNECTION. --- - - - -'-2B1 811 CALL 2 FULL WORKING DAYS BEFORE YOU DIG - I"'"~, [: .. -~-­ R/\i 1150 l'?.AZI:I: ROAD ~ I.I l'I I: • DC: ~AN Dmr:o. ~,1 02In11 4"C, 1 FOO 285 h });:> k -z 0 < -0 )> Al 0 CD M ----- ---- 286 ----------------------- HAS BUil TH o' 20' 40' 80' -------'-, P.E. ---EXP. ___ _ DATE SCALE: 1'=40' REVIEIIED BY• INSPECTOR DATE fsHml CITY OF CARLSBAD ~ l-----ll----+----------------t---+--+-----11-----1 ~ TRANSPORTATION DEPARTIMENT l____::_J ~=:'....'.::::=========::...:===; 1------11-----+----------------+---+--+-----11------i STREET LIGHTING AND FIBER OPTIC PLANS FOR DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEIN tbr!Phliks ENGINEERING MANAGER RCE 75991 EXPIRES 6 30 26 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 6072 ~-------I DRAWING NO. . DWG 523-2 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 CS,ENERAL NOTES REC.Ye.LED Y'IATER NOTES I. ALL ~ORK SHALL SE DONE IN AC.C.ORDANC.E ~ITH THE C.ARL56AD MUNICIPAL ~TER Dl5TRIC.T'5 RULES AND REGULATIONS. 2. DRINKING ~TER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL SE PROTEC.TED AGAINST CONTACT ~ITH RECYCLED ~ATER SPRAY, MIST OR MISTING. S. SE5T MANAGEMENT PRAC.TIC.E5 SHALL SE USED TO ELIMINATE OR CONTROL TO THE SE5T EXTENT P05516LE PONDINi&, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE 6165 ARE STRICTLY PROHIBITED. 5. C.R055-C.ONNEC.TION5 SET~N RECYCLED ~TER LINES AND POTABLE ~ATER LINES ARE 5TRIC.TL Y PROHIBITED. 6. NO SU65TITUTION OF PIPE MATERIALS ~ILL SE ALLO~D ~ITHOUT PRIOR APPROVAL OF THE CITY OF C.ARL56AD MUNICIPAL ~ATER DISTRICT. 1. ALL MAINLINE PIPES SHALL HAVE ~ARNING TAPE PER C.ARL56AD MUNICIPAL ~TER Dl5TRIC.T'5 RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION ~ITH RECYCLED AATER ARE FROM 10,00 P.M. TO 6,00 A.M. THE HOURS FOR IRRIGATION ~ITH DISINFECTED TERTIARY RECYCLED AATER MAY SE MODIFIED SY THE LOCAL AUTHORITY. IRRIGATION DURINi& PUBLIC. U5E PERIODS ~ITH DISINFECTED TERTIARY RECYCLED AATER SHALL SE UNDER THE SUPERVISION OF THE DESIGNATED USER 5UPERVl50R IRRIGATION ~ITH AATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED ~ATER SHALL SE SET~EN THE HOURS OF 10,00 P.M. TO 6,00 A.M. RECYCLED WATER SYSTEM (PUBLIC) SHEET INDEX DESCRIPTION ALIAS ti= EL CAMINO REAL ROADWAY IMPROVEMENT PLANS SHEET ti= I<=! 20-22- 20-25 - 26--- 21--- 28-oO­ ol-o2 -- REC.YC.LED il'IATER TITLE SHEET----L-I IRRIISATION PLANS---------L-2 -L-4 IRRIISATION LEISEND, NOTES 4 DETAILS-L-5 -L-1 REC.Ye.LED il'IATER AREA USE MAP---L-8 HYDROZONE DIAISRAM $ C.ALC.S ----L-'=i PLANTIN6 PLAN5----------L-IO -L-I2 PLANTING, LEISEND, NOTE5 $ DETAIL5--L-lo $ L-I4 V RV RV V RV REC.YC.LED il'IATER SERVICE LINE ALL LANDSCAPE AREAS PROPOSED TO USE REC.Ye.LED Y'IATER LECS,END, ... [fil ISJSJ -RC-RC- -RW--RW- -W w- RECYCLED ~ATER SIGN (DO NOT DRINK) PROPOSED RECYCLED AATER METER SAC.KFLO~ PREVENTION DEVICE INSTALL PER C.M~ FIRE HYDRANT RECYCLED ~ATER LINE REC.Ye.LED ~ATER PRESSURE SUPPLY LINE POTABLE ~ATER LINE AREA OF PROPOSED RECYCLED ~TER USE CITY OF OC£ANSIO£ CITY OF VISTA CX) CX) ~ C) C) I (/') ~ Cl:::: I I ~ N C) "!. BURIAL OF ALL ~IRING AND PIPING SHALL MEET C.ARLSSAD MUNICIPAL ~TER Dl5TRIC.T'5 RULES AND REGULATIONS. 5HT. # L-5 4 L-I1 5HT, # L-4 4 L-I2 ~ N.T.5. 5HT. # L-5 4 L-I5 N I I I I 10. NON-DESIGNATED USE AREAS SHALL SE PROTEC.TED FROM CONTACT ~ITH RECYCLED ~TER, ~HETHER SY ~IND SLO~N SPRAY OR SY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER U5E. LACK OF PROTECTION, ~HETHER SY DESIGN, C.ON5TRUC.TION PRACTICE OR 5Y5TEM OPERATION 15 STRICTLY PROHIBITED. II. IRRIGATION HEADS SHALL SE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON 51DE~ALK5, 5TREET5 AND NON-DESIGNATED U5E AREAS. 12. RECYCLED ~ATER QUICK COUPLING VALVES SHALL SE OF A TYPE DESIGNED FOR THE USE ON RECYCLED ~TER Dl5TRISUTION 5Y5TEM5 PER C.ARLSSAD MUNICIPAL AATER Dl5TRIC.T'5 RULES AND REGULATIONS. IS. ON RECYCLED ~ATER 5Y5TEM5, ALL APPURTENANCES (SPRINKLER HEADS, VALVE SOXE5, ETC.) SHALL SE C.OLOR-C.ODED PURPLE PER A~AA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPE SHALL SE STENCILED ~ITH AARNING, "NON-POTABLE OR RECYCLED ~TER", C.OLOR-C.ODED (PURPLE) AND LAID ~ITH AARNING TAPE AND STENCILING ORIENTED TO~ARD THE TOP OF THE TRENCH PER THE C.ARLSSAD MUNICIPAL ~TER Dl5TRIC.T'5 RULES AND REGULATIONS. 15. ON NE~ ON-SITE 5Y5TEM5 (i='05T-METER), POTABLE AATER, CONSTANT PRESSURE RECYCLED ~TER AND 5E~R LINES SHOULD SE PLACED A MINIMUM OF FOUR FEET APART OR A5 DIRECTED SY THE PROJECT ENGINEER AND/OR REGULATORY Ai&ENC.Y. MEASUREMENTS SHALL SE SET~EN FACING, 5URFACE5, NOT PIPE CENTERLINES. 16. CONSTANT PRE55URE RECYCLED AATER LINES SHALL C.R055 AT LEAST T~LVE INC.HES BELO~ POTABLE AATER LINES AND MAINTAIN AT LEAST T~LVE INC.HES C.R0551NG SEPARATION SET~EN OTHER UTILITIES. 11. IF A CONSTANT PRESSURE RECYCLED AATER LINE MUST SE INSTALLED ABOVE A POTABLE ~ATER LINE OR LE55 THAN T~LVE INC.HES BELO~ A POTABLE ~ATER LINE, THEN THE RECYCLED ~TER LINE SHALL SE INSTALLED ~ITHIN AN APPROVED PROTECTIVE SLEEVE A5 PER THE C.ARL56AD MUNICIPAL ~ATER Dl5TRIC.T'5 RULES AND REGULATIONS. 18. THE REQUIRED C.R055-C.ONNEC.TION 5HUTDO~N TEST SHALL SE DONE SY THE C.ARL56AD MUNICIPAL ~ATER DISTRICT AND THE 5AN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. I"!. THE REQUIRED C.R055-C.ONNEC.TION INSPECTION SHALL SE DONE SY EITHER THE C.ARL56AD MUNICIPAL ~ATER DISTRICT AND/OR THE 5AN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. C.OPIE5 OF INSPECTION REPORTS ~ILL SE FORAARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED ~ATER "DO NOT DRINK" SIGN SHALL SE CALLED OUT ON THE PLANS. 21. ~HEN RECYCLED ~ATER SEC.OME5 AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL SE DESIGNATED IN ~RITINi&. THIS INDIVIDUAL SHALL SE FAMILIAR ~ITH PLUMBING 5Y5TEM ~ITHIN THE PROPERTY, ~ITH THE SA51C. C.ONC.EPT5 OF SAC.KFLOWC.R055-C.ONNEC.TION PROTECTION, THE REC.Ye.LED PUREYOR'5 RULES AND REGULATIONS AND THE SPECIFIC. REQUIREMENTS OF A RECYCLED ~TER 5Y5TEM. COPIES OF THE DESIGNATION, ~ITH CONTACT PHONE NUMSER5 SHALL SE PROVIDED TO THE C.ARLSSAD MUNICIPAL ~TER DISTRICT. PARKS 4 RECREATION IN CASE OF EMERGENCY CONTACT ADMINISTRATION PARKS 4 RECREATION AT 160-454-2826 OR AFTER. HOUF<.5 CONTACT ADMINISTRATION AT 160-494-2826 22. ALL PUBLIC. AND PRIVATE POTABLE ~ATER MAINS INCLUDING FIRE MAINS AND ANY ~TER ~ELLS AND ~ATER COURSES ~ITHIN THE RECYCLED ~ATER PROJECT SHALL SE 5HO~N ON THE PLANS. 2S. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24. A PHYSICAL SEPARATION SHALL SE PROVIDED SET~EN ADJACENT AREAS IRRIGATED ~ITH RECYCLED ~TER AND POTABLE ~ATER SEPARATION SHALL SE PROVIDED SY DISTANCE, CONCRETE MO~ 5TRIP5 OR OTHER APPROVED METHODS. 25. ALL IRRIGATION SAC.KFLO~ PREVENTER5 SHALL SE TESTED SY A CERTIFIED TESTER AND RE5UL T5 MUST SE GIVEN TO THE CITY AND THE C.ARL56AD MUNICIPAL ~ATER DISTRICT. PIPE SET~EEN THE METER AND SAC.KFLO~ PREVENTER SHALL SE "SCHEDULE K HARD COPPER". APPROVED CONTRACT SAC.KFLO~ TE5TER5 C.AN SE FOUND ON THE CITY ~e 51 TE AT http,/ /v<v<v< .cor lsoodco .gov /services/ deportments/v<oter /Documents/ recycledv<oteroockflov<testerlist.pdf for recycled or http,//v<v<v<.Gorlsbodco.gov/services/ deportments/v<oter/Documents/v<oterbockflov<testerlist.pdf f'or potable or coll 458-2122. 26. NE~ IRRIGATION MAINLINE AND VALVES SHALL SE HIGH-LINED AND CONNECT TO A POTABLE AATER SOURCE PENDING 5UC.C.E55FUL COMPLETION OF C.R055 CONNECTION TEST A5 PREFORMED SY C.M~ AND DEH. FINAL C.ONNEC.TION5 TO THE MAINLINE ARE TO SE PREFORMED ONLY AFTER APPROVAL 15 PROVIDED SY C.M~ AND DEH. • ,, 10 - • " 18" k 1 In Ofderto Conserve Water ... RECYCLED WATER IN USE DO NOT@NOTOME DRINK EL AGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR (PLACARD SIZE) 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS BLACK LOGO PURPLE BACKGROUND 1" BLACK LETTERS 36" W RNING RECYCLED WATER DO NOT DRINK NO TOME EL AGUA ECYCLED WATER HANDS AFTER CONTACTING S MA OS DESPUES DE USAR 1" BLACK LETTERS (PLACARD SIZE) 12"X 36" 2" BLACK LETTERS .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ALSO .032 ALUMINUM S: \PROJECTS\22013 ECR Median\4.0 CDs\Current\22013 ECR -Title.dwg Wednesday, May. 21 2025 3: 48pm col to SICS,NACS,E NOTES THE FOLLO~IN6 6UIDELINE5 FOR THE USE OF RECYCLED AATER ARE TO SE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER ~HERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" XII" SIZED SIGN. COLOR. PURPLE SAC.KGROUND ~ITH SLACK LETTERIN6. I. GUIDELINES FOR RECYCLED AATER USE A. IRRl6ATE SET~EN THE HOURS OF 10,00 P.M. AND 6,00 A.M. ONLY. ~TERIN6 OUTSIDE THIS TIME FRAME MUST SE DONE MANUALLY ~ITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO 5Y5TEM SHALL AT ANY TIME SE LEFT UNATTENDED DURIN6 USE OUTSIDE THE NORMAL SC.HEDULE. 6. IRRIGATE IN A MANNER THAT ~ILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL.TIMERS MUST SE ADJUSTED 50 A5 TO SE COMPATIBLE ~ITH THE L0~5T SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY SE FACILITATED SY THE EFFICIENT 5C.HEDULINi& OF THE AUTOMATIC CONTROL C.LOC.K5, (I.E., EMPLOYIN6 THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRl6ATION TIME INTO C.YC.LE5 THAT ~ILL PROMOTE MAXIMUM SOIL A650RPTION). C.. ADJUST SPRAY HEADS TO ELIMINATE OVER5PRAY ONTO AREAS NOT UNDER THE CONTROL OF THE C.U5TOMER FOR EXAMPLE, POOL DEC.KS, PRIVATE PATIOS AND LOTS, AND 5TREET5 AND 51DEAALK5. D. MONITOR AND MAINTAIN THE 5Y5TEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC.., SHOULD SE REPAIRED A5 500N A5 THEY SEC.OME APPARENT. E. THE LAND5C.APE C.ONTRAC.TOR 15 RE5PON516LE FOR EDUC.ATINi& EAC.H EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS SA515, RE6ARDINi& THE PRESENCE OF REC.Ye.LED ~ATER. MAINTENANCE PERSONNEL MUST SE INFORMED THAT ~ATER 15 FOR IRRl6ATION PURP05E5 ONLY AND 15 NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL ~5HING, ETC.. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED C.HANi&ES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST SE 5USMITTED TO, AND APPROVED SY, THE DISTRICT EN61NEERIN6 OFFICE AND DE516NED IN AC.C.ORDANC.E ~ITH Dl5TRIC.T STANDARDS. I. ALL REC.YCLED ~ATER SPRINKLER CONTROL VALVES SHALL SE TAGGED ~ITH IDENTIFICATION TAGS. A. TAGS SHALL SE ~ATHERPROOF PLASTIC., S"x 4", PURPLE IN C.OLOR, ~ITH THE ~ORD5 "AARNING REC.Ye.LED AATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVl50 -A6UA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL SE PERMANENT AND SLACK IN COLOR USE TAGS A5 MANUFACTURED SY T. CHRISTY ENTERPRl5E5 OR APPROVED EQUAL. 6. ONE TAG SHALL SE ATTACHED TO EACH VALVE A5 FOLLO~, I. ATTACH TO VALVE STEM DIRECTLY OR ~ITH PLASTIC. TIE-~P OR 2. ATTACH TO SOLENOID ~IRE DIRECTLY OR ~ITH PLASTIC. TIE-~RAP OR S. ATTACH TO VALVE COVER ~ITH EXl5TIN6 VALVE COVER SOLT. 2. ALL SPRINKLER HEADS SHALL SE IDENTIFIED A5 RECYCLED ~ATER SPRINKLER HEADS. G. EACH AUTOMATIC. CONTROLLER AND ITS A550C.IATED EQUIPMENT SHALL SE IDENTIFIED ~ITH A SIGN SEARING THE ~RD5 "RECYCLED ~ATER USED FOR IRRl6ATION" IN EN6LISH AND SPANISH, ~ITH SLACK LETTERS I" H16H ON A IRRl6ATION" IN EN6LISH AND 5PANl5H, ~ITH SLACK LETTERS I" Hl6H ON A PURPLE SACKROUND. THE 516N SHALL SE PLAC.ED 50 THAT ITC.AN SE READILY SEEN SY ANY OPERATIONS PERSONNEL UTILIZIN6 THE EQUIPMENT. SEEN SY ANY OPERATIONS PERSONNEL UTILIZIN6 THE EQUIPMENT. INSPEC. TION PROCEDURES: INSPECTION OF THE PROJEC.T SHALL SE PERFORMED SY THE LANDSCAPE ARCHITEC.T OF THE ~RK, OR Hl5 DESIGNATED AGENT. REFER TO THE SPEC.IFIC.ATION5 FOR THE SC.HEDULE OF REQUIRED IN5PEC.TION5 AND REQUIRED 5USMITTAL5 FOLLO~IN6 IN5TALLATI REQUEST F REQUEST L COMPLETION OF THE ~RK, THE LANDSC.APE ARCHITECT OF THE ~ORK ~ILL CERTIFY THAT THE ON HAS SEEN COMPLETED SY 5USMITTIN6 THE "FINAL LANDSC.APE CERTIFICATION FORM". A OR A FINAL LAND¾APE INSPECTION SY THE CITY MUST ALSO SE MADE SY CALLING THE IN5PEC.TION INE. APE CERTIFICATION FORM" EMAIL TO , 6PoDU6MOREDESl6NSTUDIO.coM ''FINAL LANDSC LANDSCAPE INSF'EC.TION REGUEST PHONE LINE, 160-602--4602 OMISSIO NS ST A TEMENT A. THERE 6. THERE VALVE 15 NO ~TER ~LL5 ON SITE ARE NO POTABLE FEEDS TO SUILDIN65, NO THRESHOLD 5, NO POTABLE AATER MAIN OR LATERALS. ARE NO OUTDOOR EATIN6 AREAS OR DRINKING, C. THERE FOUNT AIN5 IN THE SC.OPE OF THESE PLANS. ~ -~RT DI ADL PLANNING ---T.M. - --ASSOCIATES UNDERGROUND DIAL TOLL FREE i;; ~l!i ... i;!;!i -■!!!!!'! SERVICE ALERT ') '\ 1-800-422-4133 L A N D P L A N N I N G OF SOUTHERN AT LEAST lWO DAYS LANDSCAPE ARCHITECTURE CALIFORNIA llEFORE YOU DIG 2979 STATE STREET SUITE "C" "CAUTION": Remermer tt-et the USA Center notifies only those C A R L S B A D, CA. 9 2 0 0 8 utilities be1on:w;:·~ Iha center. There oould be aher utlitias present at the work . e cenlerwil infoonyoo ci"whom they will ootify. DATE: JOB NO: SCALE: DRAWN BY: 060)7!9-8637 5/21/2024 fAX,Q60)7!9-83!4 INSPEC. TION PROCEDURES I. DISTRICT C.ON5TRUC.TION IN5PEC.TION SHALL INCLUDE, A. REQUIRED SEPARATION SET~EN POTABLE AND REC.YC.LED ~ATER LINES (HORIZONTALLY AND VERTIC.ALLY). 6. PIPE IDENTIFIC.ATION. C.. SLEEVING AT C.R0551N65. D. APPROPRIATE MATERIALS AND MARKIN65, INC.LUDIN6 PROPER QUICK COUPLERS. AN APPROVAL LETTER RE6ARDIN6 THE INSPECTION OF THE PROJECT SHALL SE OBTAINED FROM THE CITY AND THE DISTRICT, AND SE FORAARDED TO THE C.OUNTY HEALTH DEPARTMENT PRIOR TO FINAL IN5PEC.TION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE, A. 516NA6E INSTALLED PER PLAN. 6. CONTROLLER STICKERS. C.. TA6GIN6 OF VALVES. D. C.OVERA6E TEST AFTER COMPLETION OF THE SPRINKLER 5Y5TEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED ~ATER USE. E. ALL A5PEC.TS OF THE IRRIGATION CONDITIONS INC.LUDIN6 ~INDSLO~N SPRAY, RUNOFF, AND PONDIN6. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. 6. REQUIRED PROTECTION OF ~LL5, STREAMS, RESERVOIRS, ETC.. H. C.R055-C.ONNEC.TION TEST IF REQUIRED. I. COLOR CODED, LAMINATED C.HART5 INSIDE EACH C.ONTROLLER s. ANNUAL INSPECTION SHALL INCLUDE, A C.OMPLETE INSPECTION THAT ~ILL COVER A-I OF THE Dl5TRIC.T FINAL INSPECTION. REVISIONS MUST SE APPROVED SY PUBLIC. HEAL TH EN61NEER, CITY EN61NEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. Y'IATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAi< l'ilTl-1 THE l<EGl.lll<EMENTS FOi< LAND5CAPE AND 11<1<1,!',ATION PLANS CONTAINED IN THE CITY OF CAl<L56AD'5 LANDSCAPE MANUAL 4 l'iATEI< EFFICIENT LAND5CAPE l<E,!',ULATIONS. I HAYE Pl<EPARED THIS PLAN IN COMPLIANCE l'ilTH THOSE l<E,!',ULATIONS AND THE LANDSCAPE MANUAL. I CER.TIF'T' THAT THE PLAN IMPLEMENTS THOSE l<EGULATIONS TO Pl<OVIDE EFFICIENT USE OF l'iATER. ElY, _A_NTHO __ NY_L_Al'iSO __ N___,, _______ _ Pl<EPAl<ER DATE, ___ 5-_2_1-_20_2_5 __ _ PHONE NO, (160) l<E,!',IS'TRATION NO, =254'-=8 ______ EXPIAATION DATE,_5_-_51_-2_1 _______ _ DECLARATION OF RESPONSIBLE C.HARCS,E I HEREElY DEC.LARE THAT I AM THE LANDSCAPE ARCHITECT OF l'iORK FOR THIS PROJECT, THAT I HAVE EXERCISED RE5PON516LE CHAR6E OVER THE DE516N OF THIS PROJEC.T A5 DEFINED IN SECTION 6105 OF 6U51NE55 AND FROFE5510N5 CODE AND THAT THE DE515N 15 C.ON515TENT i'IITH C,1,JRJ'<ENT STANDARDS. I UNDERSTAND THAT THE C.HEC.K OF PROJECT DRAl'IIN65 AND 5PEC.IFIC.ATION5 SY THE CITY OF C.ARL56AD AND THE 5AN DIE60 COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH 15 CONFINED TO A REVIE~ ONLY AND DOES NOT RELIEVE ME, AS LANDSC.APE ARCHITECT OF ~RK, OF MY RE5PON51SILITIE5 FOR PROJECT DE516N. THESE PLANS HAVE SEEN PREPARED IN 5U65TANTIAL CONFORMANCE ~ITH THE APPROVED LANDSCAPE CONCEPT PLAN, AATER CONSERVATION PLAN, FIRE 5UPPRE5510N PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LAND5C.APINi&. AD/.. Pl.ANNIN,!', A550CIA TES INC AN HONY /..Ai'ISON 1i D. FIRM LAND5CAPE ARCHITEC,T 2'17'1 STA TE STREET, 9UITE C 254ll CAF</..56AD, CA '12008 LICENSE NO. ADDRESS s~ (760) 72'1-8657 5-21-2025 PHONE DATE REVISIONS MUST SE APPROVED SY PUBLIC. HEALTH EN61NEER, PLANNIN6 DIRECTOR 4 DISTRICT EN61NEER PRIOR TO IMPLEMENTATION IN FIELD. \..p..1'1 D S C,i ,c ,,;<;) O· LAWso ~ ~ .. -</ Cl:'~"'' -1) LJ.J.J: ~o ,_ ,_ ... :c VJ ----, <.')\;\ \_ I 3/31/21 (),.,., c,, -O'llol Dalo 5/21/2025 "y * .....,__ Dato //* DATE INITIAL C,1L I FQR':',\ I' REVISION DESCRIPTION ENGINEER OF WORK PACIFIC OCEAN CITY OF ENCINITAS o~Q \>: CITY OF SAN MARCOS MAP 0 BAC.KFLOY'I PREVENTER TESTINCS, ALL IRRIISATION BACK FLOll'I PREVENTERS SHALL BE TE5TED BY A CERTIFIED TE5TER AND RE5UL T5 MU5T BE ISIVEN TO THE CITY AND il'IATER DISTRICT. CALL (160)408-2122 TO OBTAIN APPROVED C.ONTRAC.T BAC.KFLOll'I TESTER5. PIPE BETll'IEEN THE METER AND THE BAC.KFLOll'I PREVENTER SHALL BE "SCHEDULE K HARD COPPER." PRIOR TO BECS,INNINCS, Y'IORK NOTE: C.ONTRAC.TOR 5HALL VERIFY IN THE FIELD, ALL LOC.ATION5 OF UNDERISROUND UTILITIES TO ENSURE THERE ARE NO C.ONFLIC.TS PRIOR TO STARTIN6 ANY il'IORK. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY Jenn a Le Pore Digitally signed by Jenna Lepore Date: 2024.05.20 1 2:11 :24 -07'00' - ENVIRONMENTAL HEALTH DATE SPECIALIST CARLSBAD MUNICIPAL WATER DISTRICT v/W.t, P ,.,J;11.,,. 5/20/2024 Dave Padilla DATE DISlRICT ENGINEER II AS BUILT" P.E. EXP. DATE REVIE\./ED BY: INSPECTOR DATE [5rJ CITY OF CARLSBAD ~ "! PLANNING DIVISION 2 LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEl"/;Ad;,9~~ !l~AµJ,I, ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE I I DRAWING NO. DWN BY: PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: 6072 O'THER APPROVAL CITY APPROVAL RVWD BY: DWG 523-2 L-I Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 ~ .~,-~1-~-~-~--,-~-~--~-~-,-~-~--~-~--~------t,-~-~--~------t,-~-~-,-~-~:-~-~:,-~~~~ ~ -I 1--T ~ ":~ •IT-~~o~--T -----T -----T ----+, T I I T -----Tl,rl T -----T T ~----T -----T -------;::( ~ Ell I T -----\ ( '00 T n • E r:;1_ n -I E T NOTES, I. PLANS ARE DIAGoRAMMATIC. AND APPROXIMATE. ALL PIPING,, VALVE SOXES, SAC.l<FLOJ/11 PREVENTERS, ETC.., SHALL SE LOC.ATED IN LANDSC.APE AREAS. NO IRRIGoATION EQUIPMENT SHALL SE LOC.ATED IN, OR UNDER THE HAR.DSC.APE UNLESS JIIIITHIN A SLEEVE. GoROUP VALVE BOXES AND LOC.ATE IN SHRUB AREAS JIIIHENEVER POSSIBLE. 2. ALL END-RUNS SHALL SE 9/4" PVC. SC.H 40 PIPE UNLESS STATED OTHERJ/1115E. 9. C.ONTRAC.TOR TO C.OORDINATE PREC.ISE IRRIGoATION C.ONTROLLER LOC.ATION JIIIITH LAND5c.APE ARGHITEC.T, C.ITY ENGolNEER OR HIS REPRESENTATIVE. 4. C.ONTRAC.TOR TO VERIFY DEPTH i LOC.ATION OF EXISTING, Y'IATER, SEJIIIER 4 ANY OTHER UTILITY LINES THAT MAY SE ON SITE PRIOR TO TRENC.HINGo OR INSTALLINGo IRRIGoATION. 5. C.ONTRAC.TOR TO OBTAIN FIELD VERIFIC.ATION FROM PROJEC.T ENGolNEER FOR VALVE BOXES LOC.ATION. b. C.ONTRAC.TOR TO OBTAIN FIELD VERIFIC.ATION FROM PROJEC.T ENGolNEER, OF ALL TREE LOC.ATIONS , PRIOR TO INSTALLATION OF SUSSLERS 1. ALL IRRIGoATION VALVES "A" ARE TO SE C.ONNEC.TED TO IRRIGoATION C.ONTROLLER "A" e. ANTI-DRAIN VALVES SHALL SE INSTALLED AS REQUIRED TO PREVENT ALL LOJ/11 HEAD DRAINAGE. "l. C.ONTRAC.TOR TO INSURE ALL OVERHEAD IRRIGATION SE A MINIMUM OF 24" AY'IAY FROM ANY IMPERVIOUS 5URFAC.E AND ALL PLANTING JIIIITHIN 24" OF IMPERVIOUS 5URFAC.ES SE IRRIGoATIED JIIIITH SUSSURFAC.E IRRIGoATION. 10. C.ONTRAC.TOR TO SR.AND VALVE SOX LIDS JIIIITH TO MATC.H VALVE NUMBERS. (e.g. A-1, A-2, A-9 ...... J SEE SHEET L-2 -L-4 FOR IRRIGATION PLANS SEE SHEET L-5 FOR IRRIGATION LEGENDS 4 NOTES SEE SHEET L-6 4 L-1 FOR IRRIGATION DETAILS S: \PROJECTS\22013 ECR Median\4.0 CDs\Current\22013 ECR -lmgat1on.dwg Wednesday, May. 21 2025 3: 53pm col to UNDERGROUND ~ SERVICE ALERT / OF SOUTHERN CALIFORNIA ·~RT .. T.M. . "" \ DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS llEFORE YOU DIG "CAUTION": Remermer Im.I the USA Center notifies only those utilities belonging to Iha center. There oould be aher utliliea present atlhe work site. The cenlerwil infoonyoo ci"whom lheywill ootify. ADL i!!! PLANNING ~l!i ASSOCIATES __ _.■•■,ii!'! DATE: JOB NO: SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: REMOTE C.ONTROL VAL VE C.ALLOUT STATION-~ NUMBER VALVE SIZE VALVE I ·x-x X" XX , , DISC.HAR.GE (GPM) -~ 5/21/2024 2979 STATE STREET SUITE "C" ----------­ C A R L S B A D, C A. 9 2 0 0 8 (7 6 0) 7 2 9 - 8 6 3 7 fAX:060)729-8324 ----------- I/ I/ o· 10' 20' I KEY MAP ~-~-=---=--=:;.~..::--=-..:--~-·.:,.:--:;."":..~ ._:;-::~ .. ,-.. : .. ' .;:~ ---; . ',.,. -.; -~ 40' .. T T II AS BUILT" P.E. __ _ EXP. ___ _ DATE INSPECTOR DATE [sHEfil CITY OF CARLSBAD ~ 1-----1------+-----------------+------+---+----+-----1 ~ PLANNING DIVISION ~ ~=::::'....'.::==========='....'.::::=~ DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: A ff_,.... j../.d. ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: ---6072 DWG 523-2 RVWD BY: L-2 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 I I I I I T 'I I -T T ' T T T T -_/" / ) I / _J E .,,,. E E E / ,, ,, " / " / T / ■ T / T T ■ :,.--- A-I6 A-I1 I" 6 I" 29 I NOTES: I. PLANS ARE DIAc5>RAMMATIC, AND APPROXIMATE. ALL PIPING,, VALVE BOXES, BACKFLOJl'II PREVENTER=>, ETC., SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRl5ATION EQUIPMENT SHALL SE LOCATED IN, OR UNDER THE HARDSCAPE UNLESS Jl'IIITHIN A SLEEVE. 5ROUP VALVE BOXES AND LOCATE IN SHRUB AREAS Jl'IIHENEVER POSSIBLE. .2. ALL END-RUNS SHALL BE 5/4" PVC SCH 40 PIPE UNLESS STATED OTHERJl'IIISE. 5. CONTRACTOR TO COORDINATE PRECISE IRRl5ATION CONTROLLER LOCATION Jl'IIITH LANDSCAPE ARCHITECT, CITY EN5INEER OR HIS REPRESENTATIVE. 4. CONTRACTOR TO VERIFY DEPTH 4 LOCATION OF EXISTING, Jl'IIATER, SEJl'IIER 4 ANY OTHER UTILITY LINES THAT MAY BE ON SITE PRIOR TO TRENCHING, OR INSTALLING, IRRl5ATION. 5. CONTRACTOR TO OBTAIN FIELD VERIFICATION FROM PROJECT EN5INEER FOR VALVE BOXES LOCATION. b. CONTRACTOR TO OBTAIN FIELD VERIFICATION FROM PROJECT EN5INEER, OF ALL TREE LOCATIONS, PRIOR TO INSTALLATION OF BUBBLERS 1. ALL IRRl5ATION VALVES "A" ARE TO SE CONNECTED TO IRRl5ATION CONTROLLER "A" e. ANTI-DRAIN VALVES SHALL SE INSTALLED AS REQUIRED TO PREVENT ALL LOJl'II HEAD DRAINA5E. Cl. CONTRACTOR TO INSURE ALL OVERHEAD IRRl5ATION BE A MINIMUM OF .24" Al"IAY FROM ANY IMPERVIOUS SURFACE AND ALL PLANTING, Jl'IIITHIN .24" OF IMPERVIOUS SURFACES BE IRRl5ATIED Jl'IIITH SUBSURFACE IRRl5ATION. " 'THVF ; -he l"¼TER SERVICE TIE-IN: -STREET STATION LOCATION: 211+55.0 -ELEVATION, +/-919.0' -STATIC 11'-lATER PRESSURE: +/-100 PSI (CONTRACTOR TO VERIFY PSI) -CARLSBAD MUNICIPAL 11'-lATER DISTRICT (160) 498-2122 T ' T ' T \ T T ' I ' T T T T T T I s.:: T I / RECYCLED 11'-lATER SERVICE / E / E E E / E ,/ ' E -----E / E /TIE-IN LOCATION E E ,,.\-, \,/ 1,1 T / T ..,,,..,_~-\-·_ --·.·-·_ ·--·-·_ -·.·-·_ SIDEl"IALK---------- ~4" / ; TVF / THVF ; J ~ '1111 ~1111 -----THVF 'v T HVF / J \ <a A-I8 I" 28 PQINT QF C.QNNEC.TIQN "A", I. AT TI:RMINU5 OF SERVICE LATl:RAL, CONTRACTOR TO IN5TALL, -NEV'! I 1/.2" RECLAIMED V'IATl:R METl:R -2" PRE55URE RE<5ULATOR -2" BALL VALVE -.2" MASTl:R VALVE -I 1/2" FLOV'I METl:R V'IITH 5HUTOFF DEVICE 2. LAND5CAPE CONTRACTOR TO CONFIRM PRECl5E LOCATION 4 COORDINATI: V'IITH THE PROJECT EN<5INEER AND <5ENERAL CONTRACTOR FOR THE IN5TALLATION OF IRRl<5ATION V'IATl:R i"IETI:R BY CMV'ID (1b0)45e-2122. 5. TEMPORARY IRRl<5ATION BACKFLOV'I PREVENTOR, MAINLINE AND VALVE5 SHALL BE Hl<5H-LINED AND CONNECTl:D TO A POTABLE V'IATER 50URCE PENDIN<5 5UCCE55FUL COMPLETION OF CR055 CONNECTION Tl:5T5 A5 PERFORMED BY CMV'ID AND DEH. FINAL CONNECTIONS TO THE IRRl<5ATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL FROM CMV'ID AND DEH. 4. ADDITIONAL DATA, -MAX 5PM DEMAND, 52 5PM -RE5IDUAL P5I lb.81 P5I -CARL5BAD MUNICIPAL V'IATl:R Dl5TRICT (160) 458-2122 11/2' TH I • A-I"1 I" 121 " -_____ -j HVF THVF ' A-20 • I" 15 31 9 A-2I I" 15 CONTROLLER "A" (92 STATIONS SOLAR CONTROLLER 4SOLAR PANEL) CONTROLLER "A" NOTES, I. CONTRACTOR TO CONFIRM PRECISE LOCATION OF SOLAR CONTROLLER, SOLAR PANEL AND RAIN SENSOR Jl'IIITH CITY REPRESENTATIVE. .2. FINAL LOCATION OF SOLAR PANEL AND POLE IS TO BE DETERMINED IN THE FIELD AND IS TO BE NO MORE THAN 50' FROM THE CONTROLLER IN A LOCATION THAT Jl'IIILL RECEIVE SUFFICIENT SUNLl5HT TO POJl'IIER THE CONTROLLER YEAR ROUND AND MINIMIZE SHADE FROM THE EXISTING, AND NEJl'II TREES AS THEY REACH THEIR MATURE SIZE. :3. FOR ADDITIONAL INFORMATION ON SOLAR CONTROLLER, SOLAR PANEL/ MOUNTING, POLE, AND RAIN SENSOR, SEE IRRl5ATION LE5END SHEET L-5 KEY MAP 0 [] I I T T T T REMOTE CONTROL VAL VE CALLOUT STATION-~ NUMBER VALVE SIZE-~ VALVE DISCHARGE (GPM) -~ I I ~n""" .-:l:f. T T -T T . '- E ---------------~ I ,_ A-22 I" 5 f!:~-":'-.~:-"~::..":201.n 1•• .... ,•.-_:••:• r • __ _.."-, HVF--- __,,,-,---I RO.Jl'II. --=---- P.E. __ _ REVIE\./ED BY: INSPECTOR o· 10' 20' II AS BUILT" EXP. ___ _ 40' DATE DATE 10. CONTRACTOR TO BRAND VALVE BOX LIDS Jl'IIITH TO MATCH VALVE NUMBERS. (e.g. A-I, A-.2, A-5 ...... .) 5. CONTRACTOR TO ADJU5T PRE55URE RE<5ULATOR TO EN5URE PROPER POP-UP SPRINKLER FUNCTION. [sHEfil CITY OF CARLSBAD ~ 1----1-----+-----------------1--------+---+----+------1 ~ PLANNING DIVISION ~ ~=::::'....'.::==========='....'.::::=~ SEE SHEET L-2 -L-4 FOR IRRIGATION PLANS SEE SHEET L-5 FOR IRRIGATION LEGENDS 4 NOTES SEE SHEET L-6 4 L-1 FOR IRRIGATION DETAILS S: \PROJECTS\22013 ECR Median\4.0 CDs\Current\22013 ECR -lrrigation.dwg Wednesday, May. 21 2025 4: OOpm col to UNDERGROUND ~ SERVICE ALERT / OF SOUTHERN CALIFORNIA -~RT .. T.M. -""" \ DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS llEFORE YOU DIG "CAUTION": Remermer It-et the USA Center notifies only those utilities belonging to Iha center. There oould be aher utlitias present atlhe work site. The cenlerwil infoonyoo ci"whom lheywill ootify. ADL i!!! PLANNING ~i!i ASSOCIATES __ _.■•■,ii!'! DATE: 5/21/2024 JOB ND: SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: 2979 STATE STREET SUITE "C" ----------­ C A R L S B A D, C A. 9 2 0 0 8 (7 6 0) 7 2 9 - 8 6 3 7 fAX:060)729-8324 ----------- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: A ff......,. f-M. HOSSEIN 6M9Bh ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: ---6072 DWG 523-2 RVWD BY: Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 NOTES: I I I I T T T T E A-29 I" 9 T T I" 5 3'.,_,, _ ....... _, I. PLANS ARE DIACSRAMMATIC, AND APPROXIMATE. ALL PIPINCS, VALVE BOXES, BAC-KFLOl"I PREVENTERS, ETC-., SHALL BE LOC-ATED IN LANDSC-APE AREAS. NO IRRICSATION EGUIPMENT SHALL BE LOC-ATED IN, OR UNDER THE HAR.DSC-APE UNLESS l"IITHIN A SLEEVE. CSROUP VALVE BOXES AND LOC-ATE IN SHRUB AREAS l"IHENEVER POSSIBLE. 2. ALL END-RUNS SHALL BE 9/4" PVC, SC-H 40 PIPE UNLESS STATED OTHERl"IISE. 9. C-ONTRAC-TOR TO C,OOR.DINATE PREC-15E IRRICSATION C,ONTROLLER LOC-ATION l"IITH LANDSC-APE ARC-HITEC-T, C-ITY ENCSINEER OR HIS REPRESENTATIVE. 4. C-ONTRAC-TOR TO VERIFY DEPTH 4 LOC-ATION OF EXISTINCS l"IATER, 5El"IER 4 ANY OTHER UTILITY LINES THAT MAY BE ON SITE PRIOR TO TRENC-HINCS OR INSTALLINCS IRRICSATION. 5. C-ONTRAC-TOR TO OBTAIN FIELD VERIFIC-ATION FROM PROJEC,T ENCSINEER. FOR VALVE BOXES LOC-ATION. 6. C-ONTRAC-TOR TO OBTAIN FIELD VERIFIC-ATION FROM PROJEC,T ENCSINEER, OF ALL TREE LOC-ATIONS, PRIOR TO INSTALLATION OF BUElElLERS 1. ALL IRRICSATION VALVES "A" ARE TO BE C,ONNEC-TED TO IRRICSATION C-ONTROLLER "A" 8. ANTI-DRAIN VALVES SHALL BE INSTALLED AS REGUIRED TO PREVENT ALL LOY'! HEAD DRAINACSE. "I. C-ONTRAC-TOR TO INSURE ALL OVERHEAD IRRICSATION BE A MINIMUM OF 24" Al"IAY FROM ANY IMPERVIOUS SURFAC-E AND ALL PLANTINCS l"IITHIN 24" OF IMPERVIOUS SURFAC,ES BE IRRICSATIED l"IITH 5UB5URFAC-E IRRICSATION. 10. C-ONTRAC-TOR TO BRAND VALVE ElOX LIDS l"IITH TO MATC-H VALVE NUMBERS. (e.g. A-1, A-2, A-9 ...... .) SEE SHEET L-2 -L-4 FOR IRRl6ATION PLANS SEE SHEET L-5 FOR IRRl6ATION LE6ENDS 4 NOTES SEE SHEET L-6 4 L-1 FOR IRRl6ATION DETAILS S: \PROJECTS\22013 ECR Median\4.0 CDs\Current\22013 ECR -lrrigation.dwg Wednesday, May. 21 2025 4: 04pm col to T DI ~ -~RT ---T.M. ---'\ UNDERGROUND ') DIAL TOLL FREE SERVICE ALERT 1-800-422-4133 OF SOUTHERN AT LEAST lWO DAYS CALIFORNIA llEFORE YOU DIG "CAUTION": Remermer tt-et the USA Center notifies only those utilities be1on:w;:·~ Iha center. There oould be aher utlitias present at the work . e cenlerwil infoonyoo ci"whom they will ootify. ' ---------' --- ' --- RV --1,/ 1,/ REMOTE CONTROL VAL VE CALLOUT STATION NUMBER x-x X" xx , , VALVE SIZE I VALVE DISCHAR6E (6PM) ADL i;; \..p..1'1 D S C,4 ,c DATE: 5/21/2024 ,,;<;) O· LAWso ~ PLANNING ~l!i ~ ., -</ ... i;!;!i JOB NO: Cl:"~"'' -1) ASSOCIATES -■!!!!!'! LJ.J.J: ~o ,_,_ •:c SCALE: VJ -L A N D p LA N N I N G -...., <.')\;\ \_ I 3/31/21 ()n-, LANDSCAPE ARCHITECTURE DRAWN BY: 0---O'llol Dalo 2979 STATE STREET SUITE "C" 5/21/2025 "y * .....,__ Dato //* C A R L S B A D, CA. 9 2 o a a 060)7!9-8637 fAX:Q60)7!9-83!4 C,1L I FOR':'\ I' - DATE INITIAL ENGINEER OF WORK REVISION ---.. ~ •" o' 10' 20' KEY MAP -"" DESCRIPTION RECYCLED Y'lATER S16N PLACE IN ADJACENT PLANTER (TYP.) ~ G ~ \ 40' \ \ \ <:.~---.,,c;:-=-~-:--~ ,-,-_:; II AS BUILT" r:·;.· ---::..,,:.,••:.-·--· ;1,, . .,:-:="'-. ;;·i. --_._.,...,-.--:.., '!il§?iP" . ._.,... .-. -~ ... --:·· ... ·1-.-·-::-.:;,...""'3 I T p••·: . .._ ~----~ .,, .• -;': i P.E. EXP. DATE ~ -.-J :• .. -._::,-;,.~~-=-:-.:-.. -i......,.,:...:.--.J.._.,,....__ .. REVIE\./ED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 2 PLANNING DIVISION 2 LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: ff......,.Af-M. HOSSEIN 6M9Bh ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE I I DRAWING NO. DWN BY: PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: 6072 01HER APPROVAL CITY APPROVAL RVWD BY: DWG 523-2 L-4 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 IRRIGATION EQUIPMENT LEGEND: SYMBOL ® © ~ --§ ·-·-·-· ------·-· ·-·-·-· . . . . . ® ----------- NO 5YM60L NO 5YM60L EQUIPMENT IRRIGATION V',ATER METER PRESSURE REDUCING VALVE FLO~ SENSOR MASTER CONTROL VALVE BALL VALVE (LINE SIZE) QUICK COUPLER VALVE DRIP CONTROL VALVE W FILTER REMOTE CONTROL VAL VE 92 STATION SOLAR IRRl6ATION GONTROLLER IN STAINLESS STEEL ENGLOSIJRE W SOLAR PANEL 4 MOUNTIN6 POLE RAIN SENSOR RECLAIMED V',ATER DRIP TUBING (h GFH MANUFAGTURER / MODEL# ~ILKINS / 500 XL CAL5EN5E / FM U -XX ~ATHERMATIC, / 8200CR ~ILKINS / 850 XL NELSON/ #1645 -I" ~ATHERMATIG / 8200GR-XFR ~ATHERMATIC, / 8200CR GAL5EN5E /C,59-92-SL/C,59-SL-POLE/ G59-GR-5TUBBY /C,OMM-5YR GAL5EN5E / RB-I RAIN BUCKET EMITTERS 12" ON GENTER. TUBING RO~S TO NETAFIM / TL~F6-1210 BE MAX 16" APART IN PLANTING AREAS) END CAP OF DRIP DISCHARGE HEADER AIR/ VACUUM RELIEF VALVE OPERATING INDICATOR SET PVC l",ATER LATERAL LINE -RECYCLED PURPLE PVC V',ATER MAINLINES -RECYCLED PURPLE PVC PIPE SLEEVING SPRING TYPE IN-LINE CHECK VALVE VALVE BOX RECYCLED l",ATER SIGN RAINBIRD / MDCFGAF RAINBIRD / ARV050 RAINBIRD /GFH DRIP INDICATOR ON 1800 BODY PACIFIC PLASTICS PACIFIC PLASTICS PACIFIC PLASTICS SPEARS MFG. / 51580 NDS / FRO-SPEC IRRIGATION HEAD LEGEND: SYMBOL DESGRIPTION MAKE/ MODEL C ' ~~ " ( ) 13) MFR SPRAY NOZZLES RAINBIRD / MFR-5-("IO, 180, 960) 4) 15 6) (7 B) (9 HUNTER FRO NOZZLE HUNTER / MFR-4A (ADJUSTABLE) ( 'I (1~ ( ~ I~ ( D I~ HUNTER FRO NOZZLE HUNTER / MFR-6A (ADJUSTABLE) ( ~ I ( ' I ( 1 I HUNTER FRO NOZZLE HUNTER/ MFR-8 (ADJUSTABLE) HUNTER SHORT RADIUS HUNTER / MFR-4 ("10,IBO) •• ◄► MICRO SPRAY * TREE BUBBLER RAIN BIRD/ 1404 PRESSURE COMPENSATING NOTES: NOTES SIZE VARIES FER FLAN SIZE FER FLAN INSTALLED IN PURPLE 6" ROUND VALVE BOX SIZE FER FLANS SIZE FER FLANS INSTALL SOLAR FANNEL AND INSTALL FER MANUFACTURER INSTALL FLUSH VALVE INSIDE A SEPARATE VALVE BOX INSTALL IN VISIBLE AREA OF PLANTING BED INSTALL IN VISIBLE AREA OF PLANTING BED PVC, GLASS 200 PVC GLASS 915 (2" 4 GR.EATER) SCH. 40 (1-1/2" 4 SMALLER) SCH. 80 UNDER VEHICLE FAYING SCH. 40 UNDER PEDESTRIAN FAYING (SIZE FER LATERAL LINE) PURPLE 10" ROUND VB -912FBGBR PURPLE 14" X I"!" VB-914FBGBR PURPLE 11"X 90 VB -926F6GBR FER CITY STANDARDS ARG PSI VARIES 40 0-960 90 0-960 90 0-960 90 "10, IBO 90 TRICKLE 40 RAD. 1'-10' 9'-4' 5'-6' 1'-8' 9'-4' 2'-4' DETAILS DETAIL C, SHEET L-6 DETAIL E, SHEET L-6 DETAIL D, SHEET L-6 DETAIL F, SHEET L-6 DETAIL H, SHEET L-6 DETAIL G, SHEET L-6 DETAIL G, SHEET L-6 DETAIL A, SHEET L-6 DETAILS 5 SHEET L-1 DETAIL F, SHEET L-8 DETAIL Q, SHEET L-8 DETAIL R, SHEET L-8 DETAIL l,J, SHEET L-6 DETAIL l,J,M,N SHEET L-64L-1 DETAIL l,M,N SHEET L-64L-1 DETAIL 0 SHEET L-1 DISGHARGE (GPM) .9"1, .1"1, I.SB .22,.94,.45,.68,.19,.80 .91,.44,h0,.88,I.IO,l.26 .44,.5"1,.BB,1.11,1.92,1.16 .9"1, .1"1, I.SB 0.5 (I.O) IRRIGATION NOTES: I. ALL IRRIISATION SYSTEM COMPONENTS SHALL BE INSTALLED AS PER LOCAL GODE. GONTRAG TOR SHALL SECURE ALL NECESSARY PERMITS. 2. CHECK AND VERIFY ALL SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO TRENGHINIS. IF DURINIS CONSTRUCTION IT IS FOUND THAT THE SITE VARIES FROM THE DRAJ/'IINISS, NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROGEEDINIS J/'IITH THE J/'IORK. 3. J/'IHERE TREES, LIISHT STANDARDS, ETC. ARE AN OBSTRUCTION TO SPRAYS, THEN PIPINIS AND SPRINKLER HEADS SHALL BE ADJUSTED AND/OR RELOCATED AS NECESSARY TO OBTAIN FULL GOVERAISE V'llTHOUT EXCESSIVE OVERTHROJ/'I. DO NOT EXCEED SPAGINIS AS PER MANUFACTURER RECOMMEND A Tl ONS. 4. PLANS ARE DIAISRAMMATIG AND APPROXIMATE. ALL PIPINIS SHALL BE INSTALLED IN PLANTINIS AREAS EXCEPT V'lHERE IT IS INFEASIBLE. 5. COORDINATE IRRIISATION J/'IORK V'llTH PLANTINIS PLANS TO AVOID GONFLIGTINIS LOCATIONS BETJ/'IEEN PIPINIS AND PLANT PITS. 6. ALL HEADS, J/'IHEN LOCATED ADJACENT TO CURBS, HEADERS, SIDEJ/'IALKS, J/'IALLS, BUILDINIS, ETC., ARE TO BE A MIN. OF TJ/'10 (2) INCHES TO A MAX. OF FOUR (4) INCHES AJ/'IAY FROM THE STRUG TURES. 1. ALL CONTROL J/'IIRE SHALL BE IN PVC SLEEVE AND INSTALLED AT THE SAME DEPTH REQUIRED FOR THE PRESSURE SUPPLY LINES IN NOTE 18 ON THIS SHEET. 8. PRIOR TO START OF ISRADINIS, THE APPLICANT OR APPLICANT'S AISENT SHALL OBTAIN CITY OF CARLSBAD AUTHORITY. APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLININIS THE TIMINIS OF THE SLOPE PLANTINIS AND IRRIISATION. '4. INSTALLATION OF IRRIISATION AS SHOJ/'IN ON THE APPROVED PLANS SHALL COMMENCE J/'IITHIN 10 DAYS OF THE TIME J/'IHEN EACH AREA IS BROUISHT TO ISRADE AS SHOJ/'IN ON THE APPROVED ISRADINIS PLANS. 10. LANDSCAPE IRRIISATION SHALL BE APPLIED AT A RATE NOT EXGEEDINIS THE INFILTRATION RATE OF THE SOIL PRESSURE CALCULATIONS __ Remote Control Valve A-9 Max. Demand (GPM): POC/Water Meter A Pressure Available: MAINLINENALVES : GPM 1.5" Water Meter 32 2" Backflow Device 32 0 Filter 0 2" Master Valve 32 1.5" Flow Meter 32 2" Pressure Reducer 32 2" Gate/Ball Valve 32 100' L.F. of 2 1/2" Mainline 32 SPAG. DETAIL 545' L.F. of 2" Mainline 32 O' L.F. of 1 1/2" Mainline 32 1.5 Control Valve 32 Drip Valve 1'-10' DETAIL L, F SHEET L-1 Subtotal MainlineNalve PSI Loss: 9'-4' DETAIL L, F SHEET L-1 LATERAL LINES: 0 L.F. of 2" Lateral@ 0 15" L.F. of 1 112" Lateral@ 32 5'-6' DETAIL L, P SHEET L-1 45' L.F. of 1 114" Lateral@ 32 70' L.F. of 1" Lateral@ 24 80' L.F. of 3/4" Lateral@ 12 1'-8' DETAIL L, F SHEET L-1 0 L.F. of 1/2" Lateral@ 0 Loss Thru Fittings (10%) 9'-4' DETAIL L, P SHEET L-1 Subtotal Lateral Line PSI Loss: Loss or Gain Thru -14 Total Elev. Change 2'-4' DETAIL "K", SHEET L-1 Subtotal System PSI loss: TOTAL PRESSURE AVAILABLE: SUBTOTAL SYSTEM LOSS: 42.08 ALL SHRUB HEADS INSTALLED FARTHER THAN TEN (10) FEET FROM PAVING, CURBS, SIDEl"IALKS, STEPS, TURF BOUNDARIES OR OTHER PEDESTRIAN AREAS MAY BE INSTALLED ON RISER l"IITH RAINBIRD 1812 SAM PRS, l"IITH IN LINE CHECK VALVE, AND l"IITH NOZZLE AS PER PLAN PRESSURE REQUIRED AT HEAD: TOTAL PRESSURE LOSSES: RESIDUAL WATER PRESSURE 40.00 = = = = = = = = = = = = = = = = = = = (MINIMIZINIS EROSION AND J/'IATER J/'IASTE) BUT SUFFICIENTLY TO ALLOV'l FOR HEAL THY PLANT ISROJ/'ITH. II. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOJ/'I HEAD DRAINAISE. 12. SPECIAL CONSIDERATION SHALL BE ISIVEN TO J/'IATER AND ELECTRICAL SERVICES. 13. IRRIISATION AND PLANTINIS SHALL TAKE PLACE AS IMPROVEMENTS PROISRESS. 14. CONTRACTOR SHALL COORDINATE J/'IITH OTHER TRADES TO INSTALL SLEEVES UNDER PAVEMENT AND TO SERVICE CONTROLLERS IN ISARAISE. 15. CONTRACTOR SHALL CONFIRM CONNECTION OF CONTROLLER TO THE SOLAR PANEL AND RAIN SENSOR. 16. EXISTINIS IRRIISATION EQUIPMENT SHALL BE PROTECTED IN PLACE. ANY EXISTINIS IRRIISATION EQUIPMENT DAMAISED SHALL BE REPLACED IN KIND. 11. ALL BAGKFLOJ/'I PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE ISIVEN TO THE CITY AND THE J/'IATER DISTRICT. GALL (160)438-2122 TO OBTAIN APPROVED CONTRACT BAGKFLOJ/'I TESTERS. PIPE BETJ/'IEEN THE METER AND BAGKFLOJ/'I PREVENTER SHALL BE "SCHEDULE K HARD COPPER." 18. MINIMUM PIPE GOVERAISE SHALL BE AS FOLLOJ/'IS: A. PRESSURE LINES: -LESS THAN 3" IN DIAMETER -18" GOVER -3" -5-1/2" IN DIAMETER -24" GOVER -6" OR ISREATER DIAMETER -36" GOVER B. LATERAL LINES: -12" OF GOVER G. SLEEVES UNDER ROADS: -6" OR LESS IN DIAMETER -36" GOVER -ISREATER THAN 6" IN DIAMETER -48" GOVER SCHEDULE 80 PVC D. SLEEVES UNDER PAVINIS (NON-ROADS): -LESS THAN 3" IN DDIAMETER -18" GOVER -3" -5-1/2" IN DIAMETER -24" GOVER -6" OR ISREATER IN DIAMETER -36" GOVER SGHEDUAL 40 PVC 32 100 LOSS 1.00 7.00 0.00 1.50 1.00 500 1.50 0.35 REMOTE C.ONTROL VAL VE C.ALLOUT 4.90 0.00 STATION 1.50 NUMBER x-x 23.75 X" xx , , 0.00 0.4 VALVE SIZE 2.6 VALVE 9.3 9.8 DISC.HARGE (GPM) 0.0 2.22 24.39 -6.06 II AS BUILT" 42.08 100.0 P.E, __ _ EXP, __ _ DATE 82.08 REVIE\,/ED BY: 17.93 INSPECTOR DATE ALL SPRAY AND ROTOR HEADS INSTALLED ON RECYCLED l"IATER SYSTEMS SHALL HAVE A FACTORY INSTALLED PURPLE RECLAIMED l"IATER COVER. INSTALL ALL SPRAY HEADS ON 12" 1800 SAM NON/FRS IN SHRUBS AREA. l----l---1--------------+---+--+--+---J ~ CITY p~!INE~~~SBAD ~ SEE SHEET L-2 -L-4 FOR IRRIGATION PLANS SEE SHEET L-5 FOR IRRIGATION LEGENDS 4 NOTES SEE SHEET L-6 4 L-1 FOR IRRIGATION DETAILS S:\PROJECTS\22013 ECR Median\4.0 CDs\Current\22013 ECR -Irrigation Support.dwg Wednesday, May. 21 2025 4:19pm colto DI UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA RT """"""",VVT.M. DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS llEFORE YOU DIG "CAUTION": Remermer It-et the USA Center notifies only those utilities belonging to Iha center. There oould be aher utliliea present at the work site. The cenlerwil infoonyoo ci"whom lheywill ootify. ADL - PLANNING ----...~l!i _DA_rr, ____ s/_21;_20_2• __ _ ASSOCIATES ii!'! _Jo_" _"0_' ______ _ --------,-,-..,....,-,...--:;-SCALE: LAND PLANNING--------- LANDSCAPE ARCHITECTURE DRAWN BY: ---------2 979 STATE STREET SUITE "C" C A R L S B A D, C A. 9 2 0 0 8 Q 6 0) 7 ! 9 - 8 6 3 7 f AX : Q 6 0)7 ! 9 - 8 3 !4 .:....._:c...._ ______ _ 1---l---+-------------+---t------1--1 -1 LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: A ff......,. fM. HOSSEIN 6M9Bh ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE OWN BY: --PROJECT NO. I DRAWING NO. CHKD BY: --6072 DWG 523-2 RVWD BY: L-5 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 CD FLIP LID IN OPEN POSITION @ 6FI OUTLET AND SJIIIITC.H @) C.ALSENSE STAINLESS STEEL FAC.T0FI.Y ASSEM6LED ENC.L0SUFI.E @) #6 6AFI.E C.0PPEFI. <SFI.OUND J/111 FI.E @(Sb" x 24" x b") C.ONc.FI.ETE 6ASE @ FINISH 61'1.ADE 2" ElEL0J/11 C.0NC.FI.ETE 6ASE (LAJIIIN OFI. OTHER) t=f\ (5/e," x b') C.0PPEFI. 6FI.OUND Fl.OD. \..!./ INST ALL <SFI.0UND Fl.OD b' FROM ASSEMBLY. @ SC.H 40 PVC. ELEC.TFI.IC.AL SJIIIEEP F0FI. FIELD JIIIIFI.ES (2 TYP) ® SC.H 40 PVC. ELEC.TFI.IC.AL SJIIIEEP FOR SOLAR PANEL P0JIIIEFI. @ M0UNTIN<S J-SOL T (4 TYP) @ LOWERED VENT (TYP) (G) BATTERY C.0MPAFI.TMENT DUAL LITHIUM BATTERIES @) P0JIIIEFI. INVEFI.TEFI. @PISTON NOTE: ill.QJI i ~ C.ON'TROLLERS SHALL BE INSTALLED IN SEPARATE STEa LOCKIN5 E~LOSURES. ENC,LOSURES SHAL~ HAVE THE FOLLO~IN5 l'iORDS STENCILED ~ITH mo (2) INCH Hl6H l'iHITE LETTERS ON THE SIDE FAGIN5 THE STREET. 'CITY OF CARLSBAD MEDIAN IRRl6ATION' B 'INSTALL ALL EGIUIPMENT PER MANUFACTURER INSTRUCTIONS <() rn 2 B----14 ._ .., . NOTE: CD BAGKFL0Y'l PREVENT0R. ASSEMBL y (SEE LEGEND) @~YE STRAINER JIii/ 60 MESH MONEL SCREEN @PRESSURE RE6ULATOR @BRASS UNIONS (2) @4" THICK CONCRETE FAD 52O-C-25OO @12"xl2"xl2" CONCRETE THRUST BLOCKS (2) G)sTAINLESS STEEL STRONG, BOX ENCLOSURE (INSTALL FER MANUF. SPECIFICATIONS) • R.F.B.F.TO BE MIN. 24" FROM STRUCTURES • ~HEN NEXT TO A STRUCTURE MOUNT TEST COCKS ON OPEN NON-STRUCTURE SIDE • ~RAF BACKFLO~ PREVENTER ~ITH INSULATION MATERIAL FER LOCAL STANDARDS 2 3 @ 4 LEcSENP CD AJR.PLE PLASTIC, VALVE BOX Y'll L0GKING LID @PRESSURE RE6ULATOR @FINISH 6RADE @To POINT OF CONNECTION @PVC MAINLINE @PEA 6RAVEL (2" DEPTH) G)BRICK SUPPORT (4" MIN.) ONE AT EACH OTHER @PVC UNION @NATIVE SUB6RADE @PVC NIPPLE @MALE ADAPTER @1e," FIFE MAINLINE DEPTH 6 J_I I 1= 111 I 11 1 I I :::::hl~~ ilfu--,nHlr--1 II i I I~ ____,..,.,,L ' : : ~-:~ • ,. ~ _l/1" ~ NOTE, LE5END (DAJRPLE PLASTIC, VALVE BOX Y'l/ L0GKING LID @ELEGTRIG REMOTE G0NTR.OL VALVE @FINISH GR.ADE @PRESSURE SUPPLY LINE @UNION @PVC, SCH. 40 45 DEGREE FITTING, FOUR (4) REQUIRED G)¾" GR.USHED R.OGK SUMP @SCH. 80 NIPPLE (TYP) @4" Y'llDE BR.IC,K SUPPORT, ONE PLACED AT EACH G0R.NER. VALVE SHALL HAVE A MINIMUM OF 4" GLEAR.ANGE FR.OM THE BOTTOM OF THE VALVE BOX LID, AND 2" MINIMUM GLEAR.ANGE FR.OM THE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. @CONTROLLER SC.ALE, N.T.S. ® BACK FLOY'! PREVENTOR N.T.S. © PRESSURE REGULA TOR sc.ALE, N.T.s.@MASTER CONTROL VALVE SC.ALE, N.T.S. LE5END CD FINISH GR.ADE LE5END (DBLOGKED TRUE UNION BALL VALVE @AJRPLE PLASTIC, VALVE BOX Y'l/ L0GKING LID @8" DIA. GL 160 PVC, SLEEVE BOTTOM TO BE FLARED AND C,0NTAGT TOP OF PRESSURE SUPPLY LINE @AJRPLE PLASTIC, VALVE BOX Y'l/ L0GKING LID. I = =I 111-1,, @FINISH GR.ADE @SLIP END C,0NNEGT0R.S SUPPLIED Y'llTH VALVE I Ii- k k 1 ® 1 I 8) FL0Y'l SENSOR, REFER TO LEGEND FOR MODEL AND SIZE @PVG REDUGING GOUPLER. (2) REQUIRED @PVe, MAINLINE G)Y'lATER.PR.OOF G0NNEGTI0NS Y'llTHIN ELEG TR.IGAL G0NDUIT RELAYED BACK TO THE MASTER G0NTR.OLLER @e,oNTR.OL Y'llRE Y'llTH 30" EXPANSION G0IL @¾" GRAVEL SUMP (ONE GUBIT FOOT) @sx PIPE DIA MIN. D0Y'lNSTREAM @lox PIPE DIA. MIN. UPSTREAM @BRIGK SUPPORT 4 5 1:1 11:::::::JI I ~-lq::E[Rt+,----tJ ,11=---=_II I-;:; NOTE: 1=-11 11 1=-1 111 I =11. I I @PVe, MAINLINE -SEE IRRIGATION SPEGS. FOR PIPE DEPTH @PEA GRAVEL, 2" DEPTH G)4" Y'llDE BR.IGK SUPPORT, ONE PLAGED AT EAGH C,0R.NER. VALVE SHALL HAVE A MINIMUM OF 4" GLEAR.ANGE FR.OM THE BOTTOM OF THE VALVE BOX LID, AND 2" MINIMUM GLEAR.ANGE FR.OM THE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. ; LE5END (DPUR.PLE PLASTIC, VALVE BOX Y'l! L0GKING LID @REMOTE C,0NTR.OL VAL VE @FINISH GR.ADE 8) PVC, LATER.AL LINE @PVe, SCH. 40 ELL ¢, 2" MIN. 1 @B/4" CRUSHED ROCK SUMP G)FRESSURE SUPPLY LINE @scH. e,o PVC MALE ADAPTER @scH. e,o NIPPLE @4" ~IDE BRICK SUPPORT ONE PLACE AT EACH CORNER CD PURPLE PLASTIC, VALVE BOX Y'll L0GKING LID @FINISH 6RADE @QUICK COUFLIN5 VALVE G)FVC MAINLINE FIFE @PVC SCHEDULE 40 STREET ELL (B REQUIRED) r @PVC SCH 40 ELL OR TEE ! I G)FVC SCH. 80 NIPPLE (LEN6TH ~ AS REQUIRED) @;; INCH MINIMUM B/4" CRUSHED ROCK @pyc SCH. 80 NIPPLE (LEN5TH AS REQUIRED) @)B6" MIN. LEN6TH o!t4 REBAR STABILIZER ATTACH ~ITH T~O STAINLESS STEEL BANDS @BRICK (2 REQUIRED) NOTE: QUIGK G0UPLER. VAL YES SHALL BE OF THE TYPE APPROVED FOR REGYGLED Y'lATER. USE. @ FLOY'! SENSOR SC.ALE, N.T.S. ® BALL VAL VE SC.ALE, N.T.S. @ REMOTE CONTROL VAL VE SC.ALE, N.T.S. @ QUI CK COUPLER VAL VE SC.ALE, N.T.S. I • 5 NOTE: 2 "MIN 2 "MIN I E""'END (!)PAVING @LATER.AL LINE (IN SLEEVE) @PRESSURE SUPPLY LINE (IN SLEEVE) 8) G0NTR.OL Y'llRES (IN G0NDUIT) @BAGKFILL (SEE SPEGIFIGATI0NS) @FOR PIPE DEPTHS SEE IRRIGATION NOTE 1'1 ON SHEET L-I8. I. ALL SLEEVES TO BE TY'llGE DIAMETER. OF PIPE (PER SPEGIFIGATI0NS). 2. NO IRRIGATION SLEEVING IS PERMITTED PER.PENDIGULAR. AND OVER C,0NGRETE BR.OY'l DITGHES. __ --~---·. - \\f :ti~:\,: ·!? ~~t;':~~(?\:/ ._:-:·-::::. :,.--.:-.:~~ -~~-· ~,_.~ ~----_: .<.·: -:_---> .:,; C: ~-, -~-:-:. ··-· •• _.-"•" .. -. -~--.-~-----: ~--,->.:·f-~_:-~.--: ,°"~~:-.-~-/·_ :: --~------~_:'..,--:;,_ ~:::-'.-:~::\~?-~-.: :~t;.~-:~:~~~:~:: .. ---.. -- -·= .-~--..---·--· , " b" MIN. NOTE: 6 CD FINISH GR.ADE @LATERAL LINE @PRESSURE SUPPLY LINE 8)coNTROL ~IRES @BACKFILL @RECYCLED ~TER ~ARNING, TAPE G) FOR PIPE DEPTHS SEE IRRIGATION NOTE 1 4 18 ON SHEET L-5 *INSTALL C.0NTFI.OL JIIIIFI.ES ON THE UNDERSIDE OF PRESSURE SUPPLY LINE. JIIIHEFI.E POTABLE LINES AND C.0NSTANT PFI.ESSUFI.E FI.EC.LAIMED JIIIATEFI. LINES C.Fl.055, THE FI.EC.LAIMED LINES SHALL SE INSTALLED SEL0J/11 THE POTABLE JIIIATEFI. LINE IN A C.LA55 200 PURPLE C.OL0FI.ED PVC. SLEEVE. THE SLEEVE 5HALL EXTEND 10-FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20' CD SLEEVING SC.ALE, N.T.S. Q) R.V'I. IRRIGATION TRENCHING SC.ALE, N.T.S. -------------------------------~---- SEE SHEET L-2 -L-4 FOR IRRl5ATION FLANS SEE SHEET L-5 FOR IRR16ATION LE6ENDS 4 NOTES SEE SHEET L-6 4 L-1 FOR IRRl6ATION DETAILS S: \PROJECTS\22013 ECR Median\4.0 CDs\Current\22013 ECR -Irrigation Support.dwg Wednesday, May. 21 2025 4: 22pm colto DI~ -~RT UND::ROUN~ -, ✓/llll}SC:---,'\' -DIAL ~LL FRET~M. SERVICE ALERT / 1 -800-422 -4133 OF SOUTHERN AT LEAST lWO DAYS CALIFORNIA llEFORE YOU DIG "CAUTION": Remermer tt-et the USA Center notifies only those utilities belonging to Iha center. There oould be aher utliliea present atlhe work site. The cenlerwil infoonyoo ci"whom lheywill ootify. ADL i!!! PLANNING ~l!i ASSOCIATES __ _.■•■,ii!'! _Jo_a _No_, ______ _ DATE: 5/21/2024 ---------SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: 2979 STATE STREET SUITE "C" --------­ C A R L S B A D, C A. 9 2 0 0 8 (7 6 0) 7 2 9 - 8 6 3 7 fAX,Q60)729-8324 --------- II AS BUILT" P.E. ___ EXP. __ _ DATE REVIE\./ED BY: INSPECTOR DATE ,___+---f---------------+-----+----+----+-------1 ~ CITY p~!INE~~~SBAD ~ 1-----+-----+--------------+----+------t---+-------1 LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION O'THER APPROVAL CITY APPROVAL EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: A ff......,. fM. HOSSEIN 6M9Bh ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: --6072 DWG 523-2 RVWD BY: L-6 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 0 -{() 1-::r: '1) !_Id ~ Cl ~ X N I E"'7END CDPVc BLACK CAP.SAY'lCUT TOP TO ALLOY'l FOR SURFACE FLOODING DO NOT CEMENT CAP TO DRAIN PIPE (SET MIN. I" ABOVE MULCH) @BUBBLER HEAD @FINISH GRADE (±)1/2" SCH 80 PVC NIPPLE ®6" PERFORATED PVC DRAIN PIPE, FILL Y'llTH B/8 IN. CRUSHED GRAVEL. INSTALL ON UPHILL SIDE OF TRUNK ON SLOPES Y'llTHIN Y'lATERING BERM. @PVC LATERAL PIPE G)9" LAYER OF MULCH NOTE, I I I I I I I I I I 5 8 SY'IING JOINT NIPPLES AND ELLS ARE TO BE THE SAME SIZE AS THE INLET AT HEAD. LEGEND CD POP-UP SPRAY HEAD @FINISH GRADE @PVC FITTINGS G)scH. 80 PVC NIPPLE @cHECK VALVE IF REQUIRED @c::io 0 ELL G)STREET ELL @PVC SUPPLY LINE @Y'lALK, CURB, HEADER, ETC. @VARIES -ALLOY'l 12" FROM ANY VERTICAL SURFACES AND 2" TYPICAL AT ALL OTHER LOCATIONS. STREET SURFACE-~ POTABLE MAIN LINE -----~ (SEE IMPROVEMENT DRAY'llNGS) NOTE, 12" MINIMUM REQUIRED VERTICAL SEPARATION SLEEVE-~ RECYCLEDY'lATER-~ IRRIGATION MAIN LINE B.5 FEET ALL RECYCLED Y'lATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN THE FOLLOY'llNG, STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS, AND RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED Y'lATER MAINS. 2 / It-----,, 4 NOTE, CD SIDE)IIIALK {d)CURB @METER BOX )Ill/METER (±) POTABLE SERVICE LINE ® RECLAIMED Y'lATER IRRIGATION MAINLINE )Ill/SLEEVE 12" MIN. VERTICAL CLEARANCE OF 12" MIN. IS MANDATORY Y'lHEN CROSSING PATH OF A POTABLE Y'lATER LINE. INSTALLATION OF RECLAIMED )IIIATER IRRl<SATION MAINLINE 24" FROM FACE OF SIDEY'lALK )IIIILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. @ SUBSURFACE TREE BUBLER N.T.5. (012 1 FOF-UF SPRAY (SHRUBS) N.T.5. @POTABLE MAINLINE CROSSING N.T.s. @POTABLE SERVICE LINE CROSSING N.T.5. • L_~===::J-, 2 4:211 CD ALUMINUM ALLOY Sl<SN )Ill/ ROUNDED COTNERS {d) TY'lO PRE-DRILLED B/8" DIAMETER HOLES Y'llTH VANDAL PROOF HARDY'lARE @ 4" X 4" REDY'lOOD POST (±) FINISH <SRADE ® 12" X 12" CONCRETE FOOTIN<S @ B" LAYER 9/4" <SRAVEL NOTES, FOR RECYCLED Y'lATER Sl<SN DETAIL SEE SHEET L-1 - I II I I II= II I II I 2 B CD FIN I SH GRADE =I @ FLUSH CAP FOR EASY FIT -11 i' I I COMPRESSION FITTINGS, POTABLE,RAIN BIRD MDCFCAP -@) EASY FIT COUPLING, RAIN BIRD MDCFCOUP @ SUBTERRANEAN EMITTER BOX: • RAIN BIRD SEB 1XB . . •. . . -:,,::;! ... _. ® SUB-SURFACE DRIPLINE, ·i · • RAIN BIRD XF SERIES DRIPLINE •• "' A • • • • ..... ·, POTABLE, XFS DRIPLINE 6 1 ® 3-INCH MINIMUM DEPTH OF 3/4-INCH Jl'4ASHED GRAVEL G) BRICK (I OF 2) NOTE, I. ALLO)III A MINIMUM OF 6-INCHES OF DRIPLINE TUBIN<S IN VALVE BOX IN ORDER TO DIRECT FLUSHED Y'lATER OUTSIDE VALVE BOX. • • _. 1 8 NOTE, ~ • ·• . • .··-~, .. CD FINISH GRADE @ PURPLE PLASTIC VALVE BOX 1--'V LOCKIN6 LID @Y:z" AIR RELIEF VALVE, RAIN BIRD ARV050 TO BE INSTALLED AT HIC:S.H POINTS IN DRIP ZONE @) PVC SCH 40 FEMALE ADAPTER @ PVC SCH 80 RISER @ BRICK (I OF 2) G) PVC HEADER PIPE @ PVC SCH 40 TEE @ B" MINIMUM DEPTH OF ¾" Y'lASHED GRAVEL I. AIR RELIEF VALVE MUST BE LOCATED AT HIGHEST ELEVATION(S) OF CIRCUIT. 2. PROVIDE AS NEEDED AND AS PER MANUFACTURER'S RECOMMENDATIONS. d. _-_, -... -: 4_ . . . CD l"IALK, CURB, HEADER, ETC. @ FINISH 6RADE @POP-UP INDICATOR. SHALL BE PLACE ON A VISIBLE AREA @) 1/2"X8" SCH. 80 PVC NIPPLE 11',ITH THREE STREET ELLS @ PVC FITTING, AS NEEDED @PVC DRIP LATERAL SUPPLY LINE @REGYGLED ¥'!ATER SIGN N.T.5. ® FLUSH VAL VE AND GAF N.T.5. @AIR RELIEF VALVE N.T.5. ® OPERATION INDICATOR N.T.5. 1 7 INSET A 9 9"•4" ~IP MANIF'OLP BIJRIALDEP"TH CDPVc EXHAUST HEADER @PVC SCH 40 TEE OR EL (TYPICAL) @BARB X MALE FITTING,RAIN BIRD XFF-MA FITTING (TYPICAL) @)FLUSH POINT (TYPICAL). SEE RAIN BIRD DETAIL "XFC FLUSH POINT" @PERIMETER OF AREA Dripline Mciximum Lcitercil Lengths @PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA (Feet) 12" Spacing 8 Inlet Nominal Flor; Press1Jre psi (gph) 0.6 0.'1 20 1'12 1:36 90 28'1 205 40 950 248 50 9'11 281 60 496 90'1 NOTES, I. DRIP LINE TO BE BURIED UNDER 9 TO 4 INCHES OF MULCH. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACINC:S. SHOJl'lN IN THE ACCOMPANYINC:S. TABLE. 9. Jl'lHEN USING 11MM INSERT FITTINGS Jl'llTH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTINC:S.. 18" Spacing Nominal Flor; (gph) 0.6 0.'1 254 215 402 991 4'18 416 519 411 691 52'1 DI G)DRIPLINE, @PVC SUPPLY HEADER @PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOJl'l DEMAND) @)PVC SCH 40 RISER PIPE RT T.M. DIAL TOLL FREE 1-800-422-4133 ---------SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: LEc:s.END CD FINISH 6RADE @VALVE BOX 11',ITH COVER @30-INCH LINEAR LEN6TH OF 11',IRE, COILED C±)v-lATERPROOF CONNECTION 5CAL.E, N.T.5. (I)DRIFLINE VALVE KIT 5/21/2024 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA AT LEAST lWO DAYS llEFORE YOU DIG 2979 STATE STREET SUITE "C" --------­ "CAUTION": Remermer Im.I the USA Center notifies only those utilities belonging to Iha center. There oould be aher utlitias present atlhe work site. The cenlerwil infoonyoo ci"whom lheywill ootify. C A R L S B A D, C A. 9 2 0 0 8 (7 6 0) 7 2 9 - 8 6 3 7 fAX,Q60)729-8324 --------- @ I-INCH BALL VALVE @IDTA6' G) REMOTE CONTROL VAL VE @PRESSURE RE6'ULATIN6' QUICK CHECK BASKET FILTER @PVC SCH 40 FEMALE ADAPTOR @LATERAL PIPE @PVC SCH 80 NIPPLE (LEN6'TH AS REQUIRED) @PVC SCH 40 ELL @)PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL @ PVC SCH 40 TEE OR ELL @ MAINLINE PIPE @)PEA GRAVEL, 3" MIN. DEPTH @PVC SCH 80 NIPPLE, CLOSE @BRICK SUPPORT @3" IN TURF 4 6'ROUNDCOVER AREAS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL 01HER APPROVAL SEE SHEET L-2 -L-4 FOR IRRIGATION PLANS SEE SHEET L-5 FOR IRRIGATION LEGENDS II NOTES SEE SHEET L-6 $ L-1 FOR IRRIGATION DETAILS II AS BUILT" P.E. __ _ EXP. __ _ DATE REVIE\./ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD ~ 5 PLANNING DIVISION 2 LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: ff......,.Af-M. HOSSEIN 6M9Bh ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE DA TE INITIAL CITY APPROVAL DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: 6072 RVWD BY: DWG 523-2 @DRIP IRRIGATION N.T.5. t------------~--------------------~-------------~-------------~---~---------------------~ S: \PROJECTS\22013 ECR Median\4.0 CDs\Current\22013 ECR -Irrigation Support.dwg Wednesday, May. 21 2025 4: 23pm colto L-1 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 0 '\ 0 0 0 0 0 0 0 I T ■ T ' T T T IT T T T T "T • • " I ' T / ' T T ,w, T T T , -' ' ' ' '"' ' E -E E E E E E -.:;/ I • ""' • i • 'f \,/ \,/ -\,/ \,/ \,/ .. \,/ \,/ "' T T T T T T T < < T T T - \,//~ R'wt==R\,/ Cl ' -\,/ /RI,/ R'w R'w R'w R'w \,/ -R'w ':,/.. "' -O:'. vi f9$ ·~ \,/ / \,/ \,/ \,/ \,/ \,/ .\,/ \,/ \,/ \,/ _() -I: ~□ -i .... _~ □ □ □ ------" . □ 2--+-0 □ □ □ □ ----rlJ ' □ □ □ □ A."s 'VVV □2~□ □ ~I □ ~□ ) )<)« iC <x: <:X X >< ◊ O<X '( - ' ' V - ' -11-,. 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E E \,/ T T E V \,/ T T R'w R \,/ \,/ R\,/ \,/ ~ THVF E E V ~ ,:,: T ,:,: RV RV \,/ V • -□-□ ---□ -□ \,/ T xxxx " " THVF I E ~ ~ E_..------, ------E ',/ E _.-------~T ',/ __......-------/ ---------- T __......-------~ RV ~ ~ ',/ R\,/ \,/ ----R::...-------',/ -:..__ ___ ,. -□-□- □-□-o--/ -o-□ ___.a-□ -□ -0 -□ -□ -□-□-□-□-□-□-□-□-□-□-□-□-□-□-□ -□-□-□-□-□ T I \,/ \,/ \,/ \,/ V \,/ -----\,/-----\,/-----T l' I T T T T T T T t"< f I\:f T • T T T I 'f T T T T T G o' 20' 4-0' I IRRICSiATION J.'IIATER LECSiEND: D POTABLE V'lATER ~ RECYCLEDV'lATER REC.YC.LED l"IATER 516N (DO NOT DRINK) THE PROJECT J/IIILL BE DESICSiNED UTILIZINCSi RECYCLED Y'iATER IRRICSiATION EGUIPMENT. -=--___'...-.--A ~_;_=--- _, \ CARLSBAD MUNICIPAL WATER DISTRICT 80' 5/20/2024 DISlRICT ENGINEER Dave Padilla DATE II AS BUIL T'1 P.E, __ _ EXP. ___ _ DATE REVIE\./ED BY: INSPECTOR DATE [sHEfil CITY OF CARLSBAD ~ 1----1-----+-----------------1-------+---+----+-----■ ~ PLANNING DIVISION ~ ~=::::'....'.::==========='....'.::::=~ SEE SHEET L-2 -L-4 FOR IRRl<SATION PLANS SEE SHEET L-5 FOR IRRl<SATION LE<SENDS .$ NOTES SEE SHEET L-6 .$ L-1 FOR IRRl<SATION DETAILS S:\PROJECTS\22013 ECR Median\4.0 CDs\Current\22013 ECR -Water Use & Cales Plans.dwg Wednesday, May. 21 2025 4:24pm colto DI ~ -~RT ---T.M. --- UNDERGROUND ') '\ DIAL TOLL FREE SERVICE ALERT 1-800-422-4133 OF SOUTHERN AT LEAST lWO DAYS CALIFORNIA llEFORE YOU DIG "CAUTION": Remermer Im.I the USA Center notifies only those utilities belonging to Iha center. There oould be aher utliliea present at the work site. The cenlerwil infoonyoo ci"whom lheywill ootify. ADL i;; DATE: 5/21/2024 PLANNING ~l!i ■■l;!;!i JOB NO: ASSOCIATES -■!!!!!'! SCALE: L A N D p L A N N I N G LANDSCAPE ARCHITECTURE DRAWN BY: 2979 STATE STREET SUITE "C" C A R L S B A □. C A. 9 2 0 0 8 Q 6 0) 7 ! 9 - 8 6 3 7 f AX : Q 6 0)7 ! 9 - 8 3 !4 DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: A ff_,.... fM. HOSSEIN 6M9Bh ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE DWN BY: I PROJECT NO, I DRAWING NO. CHKD BY: ---6072 DWG 523-2 RVWD BY: L-8 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 I I G ■ ' \ G (,J§ • @ T T / □- ------ • □o□□□e I E E E E E E E E E E ~1----w------w------w------w------W-L~~---W-+--+---W------W------W------W------w--~--- ---T ------T ------T I ' ' ' ., ' ' I I I -- ' ' T -+-----T T I~ l.,•l-, '---, L..l.-, '--, l., L-, ._, L., L-, ._, L., l ._, L., L. + + ,,, ~THVF -1,.1 -' / ' ' ' ' - E - ----- ~.,,; L..7..., r.., ~</..., r.., L.. l..., r.., L., l_-, <, L. 1-i ~ L., l-, <, L., L-. '--, L, I.-...., L., L /'"' ' + fi.±+ I ,£1: + + _;lY e + r THVF ~/ THVF . .. THVF ~ ~~E E 'i 0 rT --T --T --T --T "~-EL cAtv11No REAL RW RW RW R I.J ~ @ _o __ o. vi \ _ O -o -1 -□ -□ -□ -□ I "' -0 -□ ------□ □ -□ "' "' "' "' -□ -□ -□ -□ -□-□-□-□-□-□-□-□-□-□-□-□-□-o-□ I ~lo-----T ------T ------T ------T ------T ------T REGYGLED IRRIISATION SERVIGE --+-POINT OF GONNEGTION (NEY\!) w------ ..----r'o'---+------TV-----~+--------1'¥--------i~------'f ev------+------+¥--7'-c-~ ~--T---,__--T------T------T------T---'..,0---T--J -------------------~------------------------------------- I / + -+ ' + APPENDIX F: WELO WOIIK$Hl!,l!T$ Hydrozone Table fol" Calculating ETWU Please complete the hydrozone mble(s). lJse as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ETWU Ilyclrn:mnr, Numher (1 -5wirh SJ,,\ 7.on~. &low -use 3S m~uy t~bks Evapottanspi.rarion Rate 0 (St"P 1 x Step 2) Plartt Faclot (PF)"" (From \HJCOLS) (VLW -f-f\v~1 0.1 -0.8" ,Uea of Hydrozone (,q. ft.) H, (S1.ep 41 Step 5) lnigatiOll Efficiency (IE) .. ~~ (Step 6 ~ Step 7) (fotal All Step B + Total SL:\ s . fr. in St<: .'i} (Step 3 x Step 9) Estimated Total Wutet Us~ in gallo1ts per ye~r (ET\l.'l~I -Tor~I ~hall not e><u,"'1 M,\ WA ETu* Wcst<>fl-5=40.0 Proc.:ss Step No K~low) 2 3 4 5 ' 1 8 9 10 as Jieceso; Jet., all h -dn,wrn;,s\ 3 47 0.62 29 14 .3 5 5 7,735 7,530 165 2,095 2,320.5 2,259 82.5 1,047.5 .75 .80 75 .80 3,094 2,823.75 110 1,309.375 7337.125 213,803.B225 Eustofl-5and West of El Cami.a.a Real= 44.0 Easto[l.:.1 Camino «~I= 47.(J ''"""'IE Micro-spny = .SO Spray=.72 Rotor=.72 5 T -T MA)IIIA C.ALC.ULATIQN + + + + + + + + + MAl'iA = (ET0)(0.62) [(0.45)(LA) + (0.55)(5LA)] T = (41)(0.62) [(0.45)(11,525) + (0.55)(0)] = (2"!.14) (1,886.25 + 0) = 22"!,805.525 GALLONS PER YEAR T T T T + + + + + T -□-□-□-□-□ Applican.t m.i_v provide a differeD.t ETo if supported by documentation subject to appruval by the City Planning Diviskm MP Roto.t<U = .75 Bubbler= ,75 Drip=.80 SEE SHEET L-2 -L-4 FOR IRRIGATION PLANS -□-0 -□-□ G C -□-o--o-o -o-□ -0 -0 --1 ~ ~ -,---~ =--c::-.::--- G ~ G V, - o· 20' 40' I HYRRQZQNE LE6'END, + + + + + + + + + + + + + + + + + + BO' HYDROZONE I, LOI"! l'iA TER U5E 1,1S5 5G. FT. (45% OF TOTAL PROPOSED LAND5C-APE) IRRIGATION METHOD, ROTOR HYDROZONE 2, LOl"l l'iATER USE 1,550 SQ. FT (42% OF TOTAL PROPOSED LANDSC-APE) IRRIGATION METHOD, DRIP HYDROZONE :l, MODERATE l'iA TER U5E 165 5G. FT. (1% OF TOTAL PROPOSED LANDSC,APE) IRRIGATION METHOD, SUBBLERS HYDROZONE :l,MODERATE l'iATER U5E 2,0'15 5G. FT. (12% OF TOTAL PROPOSED LANDSC-APE) IRRIGATION METHOD, DRIP l'lAlcR SERVICE POINT OF CONNECTION \ \ II AS BUILT" P.E. __ _ EXP. ____ DATE REVIE\./ED BY: INSPECTOR DATE SEE SHEET L-5 FOR IRRIGATION LEGENDS .$ NOTES SEE SHEET L-6 .$ L-1 FOR IRRIGATION DETAILS [sHEfil CITY OF CARLSBAD ~ 1------1-------+-----------------+-------+----+----+------1 ~ PLANNING DIVISION ~ ~=::::'....'.::==========='....'.::::=~ -Plant Fa.cror & Wake Use 0.1 = VI. W-Very-Low Watc.r Use Plaats 0 .. 1 = l,W-I.ow-i:r-;,,,,,. n~,, Plant,; 0.5 = MW -Mode.rate Water lise Plant9 0.8 = HW • High W~ter U!!t: PliUJbi City of Carlsbad Landscape Manual S:\PROJECTS\22013 ECR Median\4.0 CDs\Current\22013 ECR -Water Use & Cales Plans.dwg Wednesday, May. 21 2025 4:35pm colto -- UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA -~RT -.. T.M. DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS llEFORE YOU DIG "CAUTION": Remermer tt-et the USA Center notifies only those utilities belonging to Iha center. There oould be aher utlitias present atlhe work site. The cenlerwil infoonyoo ci"whom lheywill ootify. ADL i!!! PLANNING ~l!i ASSOCIATES __ __.■•■,ii!'! DATE: 5/21/2024 JOB NO: SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: 2979 STATE STREET SUITE "C" -------------- C A R L S B A D, C A. 9 2 0 0 8 (7 6 0) 7 2 9 - 8 6 3 7 fAX:060)729-8324 -------------- DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION O1HER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: A ff_,.... fM. HOSSEIN 6M9Bh ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: ---6072 DWG 523-2 RVWD BY: L-"! Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 I I --T -I \ ~--~---loo ---~-__,,o--~---loo ---~-__,,o--~---{ij---~-----{ij---~-----{ij--~-------{ij~--~-----j-,@--~-------{§:--~---- I -----;-,,-'--T -----T -----T ----+1 T 1 ' e T " I I "' _,.,,..,,., 1 1 E T ■ E I \\ ,-- SEE SHEETS L-1O -L-12 FOR PLANTING PLANS SEE SHEET L-19 FOR PLANTING LEGENDS t NOTES SEE SHEET L-14 FOR PLANTING DETAILS T T T I S: \PROJECTS\22013 ECR Median\4.0 CDs\Current\22013 ECR -Planting.dwg Wednesday, May. 21 2025 4: 46pm colto T ' T T T T T T-----T----- T T T T MEDIAN TREE PLANTING NOTES: I, C.ONTRAC.TOR TO INSURE THAT A REPRESENTATIVE FROM KINDER MORGAN TO BE PRESENT V'lHEN ALL TREES IN THE MEDIANS ARE BEING INSTALLED, 2. ALL V'lET UTILITIES OR FUEL LINES, UNDERNEATH MEDIAN T PLANTING AREA SHALL REC.EIVE BIO BARRIER MANUFAC.TURED BY TYPAR OR EQUAL PRODUC.T. 1:;I. C.ONTRAC.TOR TO INSTALL BIO BARRIER PER MANUFAC.TURE REC.OMMENDATIONS AND STANDARD DETAILS (SEE DETAIL H SHEET L-14.) -~RT .. T.M. - ADL i!!! PLANNING ~l!i ASSOCIATES __ _.■•■,ii!'! DATE: 5/21/2024 JOB NO: UNDERGROUND ~ SERVICE ALERT / \_'-' \ DIAL TOLL FREE 1-800-422-4133 SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: , T OF SOUTHERN CALIFORNIA AT LEAST lWO DAYS llEFORE YOU DIG 2979 STATE STREET SUITE "C" ----------­ "CAUTION": Remermer tt-et the USA Center notifies only those utilities belonging to Iha center. There oould be aher utliliea present atlhe work site. The cenlerwil infoonyoo ci"whom lheywill ootify. C A R L S B A D, C A. 9 2 0 0 8 (7 6 0) 7 2 9 - 8 6 3 7 fAX:060)729-8324 ----------- / I -~ , T T-----\~ T --._ - - T I I .. C T T T T T T T T T .. ... -~---THVF----- I I o' 10' 20' 40' KEY MAP T ' / T ------T ·~--/·---. ---~--- ffll T T /' I - - ■ II AS BUILT" P.E. ___ EXP. ____ DATE REVIE\./ED BY: INSPECTOR DATE [sHEfil CITY OF CARLSBAD ~ 1-----1------+-----------------+-----+---+----+-----1 ~ PLANNING DIVISION ~ ~=::::'.._'.::==========='....'.::::=~ DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: A ff......,. fM HOSSEIN 6M9Bh ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: ---6072 DWG 523-2 RVWD BY: L-10 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 I I I -I I --f.J'.-d□ D DD© § "' 'II' 0 [fl I I ~n -1-:l)'.. ' T T I T T T T -T T T T ' . T , 0 r C) T I T T T T ·T T -T T T T T l T T T T T T -T T T T,c J' T I • \ I s.: T ' s: ' I ' I -)I_/ __./ / / / _/ / ', / I C ---------------~ I I ~c E E --r E ___, E E E E E E E E E E E E > _J ,,,.,, / / _,, " / / ' _,, " " ·" / " u ·"-' u _,, u ~ u u .u -' / I.I = ,., ,., ,., ,., ;:-',/ ',/ ',/ ',/ ',/ w -~- / / _/ / T " ~ V rl T T 7 T T/ T T T T T I '-E:T T T -/ T T T T /_ / "'· /I ' --------I ----, -w ------------- ~~ \_ " v / ',/ ~ / < T T ~ ------T T T T T T ----... . . . . .. = ~ --= . . .. ' -= ... T-----T T-----T------T----- / ------s s s s s s s s s s THVF/ / / TL / / Cy ~ ---jLU --------THVF----THVF / ~ ?-.,,---------THVF~~-'"-' ---THVF-,-,--~-,-<c,-THVF-----THVF---~(.Vn-THVF-----THVF-----THVF SEE SHEETS L-1O -L-12 FOR PLANTING FLANS SEE SHEET L-19 FOR PLANTING LEGENDS 4 NOTES SEE SHEET L-14 FOR PLANTING DETAILS / / / / S: \PROJECTS\22013 ECR Median\4.0 CDs\Current\22013 ECR -Planting.dwg Wednesday, May. 21 2025 4: 47pm colto DI r"'\ .. -. \ UNDERGROUND SERVICE ALERT ,; OF SOUTHERN CALIFORNIA l'-'IEDIAN TREE PLANTING NOTES: I. CONTRACTOR TO INSURE THAT A REPRESENTATIVE FROM KINDER MORGAN TO BE PRESENT ll'IHEN ALL TREES IN THE MEDIANS ARE BEING INSTALLED. 2. ALL ll'IET UTILITIES OR FUEL LINES, UNDERNEATH MEDIAN PLANTING AREA SHALL RECEIVE BIO BARRIER MANUFACTURED BY TYFAR OR EQUAL PRODUCT. I?-CONTRACTOR TO INSTALL BIO BARRIER FER MANUFACTURE RECOMMENDATIONS AND STANDARD DETAILS (SEE DETAIL H SHEET L-14.) ~RT ADL i;; \..p..1'1 D S C,4 ,c DATE: 5/21/2024 ,::) ~ O· LAWso,. '("-</ PLANNING ~l!i ... i;!;!i Cl:"( fJnt,"' ' -1) -T.M. JOB NO: . ASSOCIATES -■!!!!!'! LJ.J.J: ~o ,_ ,_ ... :c DIAL TOLL FREE SCALE: VJ - 1-800-422-4133 L A N D p LA N N I N G "\>\;\ I 3231L21 ();; AT LEAST lWO DAYS LANDSCAPE ARCHITECTURE DRAWN BY: 0---... 01 Dalo llEFORE YOU DIG ~l2ll2t!2~ Y 2979 STATE STREET SUITE "C" *--.;, Dato~~* "CAUTION": Remermer Im.I the USA Center notifies only those utilities be1on:w;:·~ Iha center. There oould be aher utliliea present C A R L S B A D, CA. 9 2 o a a 060)7!9-8637 fAX:Q60)7!9·83!4 C,1L I FOR':'\ I' at the work . e cenlerwil infoonyoo ci'whom lheywill ootify. 319 o· 10' 20' 40' KEY MAP --0 II AS BUILT" ' ~::"·.~-~=----:-·;:"'.:'·,:'~_7.~ -.~ ' ~-;-~:~·: .. ::·:--.~ :~~-;:~ •""ffi ~ ti"-~~-.. ~.:~·--~---.;;;_~_:, P.E. EXP. DATE , .... ____,-/ REVIE\./ED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ GI PLANNING DIVISION 2 LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: ff......,.Af-M. HOSSEIN 6M9Bh ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE I I DRAWING NO. DWN BY: PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION 6072 ENGINEER OF WORK O"THER APPROVAL CITY APPROVAL RVWD BY: DWG 523-2 L-I1 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 I I I T T :t--r T T E I T -f-+---T -----T -_----T - T --- --,0/17 --T 'w 3'\6 fl~ I R'w-----R" ---------w R'-' RW----RW R-'w -L, 'w T -----T -----T s s s ----T.HVF -. I I SEE SHEETS L-1 o SEE SHEET L-IB F -L-12 FOR PLANTING FLANS SEE SHEET L-14 F~: ~t~NNTTIINN~ LEGENDS ~ NOTES '-" DETAILS S: \PROJECTS\22013 ECR M d. ian\4.0 CDs\Current\22013 ECR -Pl -anting.dwg THVF THVF Wednesday, May. 21 2025 4: 48pm THVF colto THY F DJ11-AI ~F ----~-~ .. /,.,,,,, ... ~.RT. SERVICE ALERT 1rr,. \ DIAL TOLL FREE UNDERGROUND ~ OF SOUTHERN 1 -800-422 -4133 CALIFORNIA '°"I--AT LEAST lWO DAYS llEFORE YOU DIG ·~uTION": Remermer tt-et the USA utilities belonging to Iha centa n, Center notffiesontylhose atlhe work site. The center ~ -~ oould be aher utlilias present WI I yoocfwhomlheywillootify. T Ii ----==G~tJ - G ~G --G ====== G ===---- ' =-------------------------G ------ • /2----- ---315 310 \ \ ~~NN-IN_G_=-=-_ -=--=--=--=-!:-1:l!!i:ll,ll!i DATE, ASSOCIATES ■ .. i;;;!i -----~~ ~JD;B~N~D: ________ _ LAND PLANNING SCALE: 5/21/2024 LANDSCAPE ARCHITECTURE DRAWN BY: 2979 STATE STREET SUITE "C" C A R L S B A D, C A. 9 2 0 0 8 060)7!9-8637 fAX:Q60)7!9-Bl!4 -·G,,._.., 0 -o­ o- o ___ o -- DATE INITIAL ENGINEER OF WORK ::::..-------- 0 0 __ -e -11 __ o ____ o 318 o· ,o' KEY !VIAF REVISION DESCRIPTION -- \ . -. .-:....;.~~...:.::..:~ \ DA TE INITIAL DA TE INITIAL O1HER APPROVAL CITY APPROVAL \ \ II AS BUILT" P.E. __ _ EXP. ___ _ DATE ~ REVIE\./ED BY: INSPECTOR LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: HOSSEIN 6M9Bh ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. I DRAWING NO. 6072 DWG 523 2 L-12 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 FLA NTING LEGEND TRE ES SYM. GTY. BOTANIC.AL NAME COMMON NAME SIZE -, ' ~ 19 L0PH0STEM0N G0NFERT\JS BRISBANE sax 24"SOX \. ,I ME DIAN SHRUB PALETTE © IB2 RHAPHI0LEPIS INDIGA 'PINK GL0UD' PINK GL0UD INDIAN HAITTHORN 5 <:>AL. RAI N GARDEN PALETTE + + + + + + + + + 1020 + + + + + + + + + + JUNGUS PA TENS GALIF0RNIA <:>REY RUSH I <:>AL. + + + + + + + + + + + + + + + + + + + SF + + + + + + + + + + + + + + + + + + + ,, ,, ,, ,, 10"10 ½ ½ ¼ ¼ ¼ ¼ ¼ ¼ GAREX PRAE5RAGILIS GALIF0RNIA FIELD SEOOE I <:>AL. ½ ½ ¼ ¼ ¼ ¼ ¼ ¼ SF FA RKIAIAY SHRUBS .$ GROUNDGOVER ® 65 SAL VIA 5RE55I I AUTUMN SA5E 55AL. ® 11 PHORMIUM TENAX 'TOM THUMS' TOM THUMB N61 ZEALAND FLAX 5 <:>AL. 4,155 MYOP0RUM PARVIF0LIUM GREEPIN5 MY0P0RUM FLATS 5F HYD ROSEED " 6,"100 HYDROSEED MIX "A" --"' 5F HYDROSEED MIXTURE HYDROSEED MIX IIA II BOTANICAL NAME COMMON NAME TRIFOLIUM HIRTUM ROSE CLOVER FE5TUCA MEGALURA ZORRO FE5CUE E5CH5CHOLZIA CALIFORNICA CALIFORNIA POPPY ACHILLEA MILLEFOLIA COMMON Y ARROV'I ALY55UM CARPET OF 5NOV'I DIMORPHOLECA GENUS OF PLANTS IN 5UNFLOV'IER FAMILY ERIOGONUM FA5CICULATUM CALIFORNIA BUCK V'IHEAT ARTEMl5IA CALIFORNICA CALIFORNIA 5AGEBU5H SEE SHEETS L-IO -L-I2 FOR PLANTING PLANS SEE SHEET L-IB FOR PLANTING LEGENDS $ NOTES SEE SHEET L-I4 FOR PLANTING DETAILS ll'IUC.OLs COMMENTS MODERATE - LOV'I - LOV'I PLANT IB" 0.G. MODERATE PLANT IB" 0.G. LOV'I - LOV'I - LOV'I PLANT 24" 0.C,. FOR MORE INFO SEE SEL0ll'I LB5./ACRE 20 20 B 4 B 2 5 5 DI~ -~RT ---T.M. . --'\ UNDERGROUND ') DIAL TOLL FREE SERVICE ALERT 1-800-422-4133 OF SOUTHERN AT LEAST lWO DAYS CALIFORNIA llEFORE YOU DIG "CAUTION": Remermer tt-et the USA Center notifies only those utilities be1on:w;:·~ Iha center. There oould be aher utliliea present at the work . e cenlerwil infoonyoo cf whom lheywill ootify. S: \PROJECTS\22013 ECR Median\4.0 CDs\Current\22013 ECR -Planting Support.dwg Wednesday, May. 21 2025 4: 45pm col to PLANTING NOTES: I. THE PLANTING PLAN 15 DIAGRAMMATIC AND SHALL BE USED A5 A GUIDE FOR SETTING OUT PLANTS. PRIOR TO PLANTING, THE LANDSCAPE ARCHITECT SHALL BE CONTACTED TO APPROVE ALL PLANT LOCATIONS AND DIRECT ADJUSTMENTS. 2. PLANT MATERIALS SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEAL TH. ALL PLANTS ARE SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT IN SUBSTANDARD IN SIZE, QUALITY, OR HEAL TH. B. PROVIDE V'IATERPROOF SPECIES IDENTIFICATION TAGS ON ONE PLANT PER SPECIES PER GROUPING. 4. PLANT COUNTS ARE FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR ONLY. CONTRACTOR 15 RESPONSIBLE FOR ALL PLANTS 5HOV'IN ON THE PLAN. 5. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS THOROUGHLY SOAKED PRIOR TO PLANTING. 6. LANDSCAPE CONTRACTOR SHALL REMOVE EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS IN PLANTING, AREAS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS. 1. PLANTING PITS SHALL BE TV'IICE THE CONTAINER V'IIDTH AND OF EQUAL DEPTH. 8. PLANTING PITS AND PLANTERS SHALL BE BACKFILLED V'IITH EXISTING SITE SOIL AND 1/4 (BY VOLUME) NITRIFIED TOP SOIL MIX. FERNS, AZALEAS AND ACID PLANTS SHALL RECEIVE AN ADDITIONAL I/B (BY VOLUME) PEAT IN BACKFILL MIX. "l. TREES AND SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING V'IITH 2I-GRAM AGRIFORM TABLETS AT THE FOLLOV'IING RATES: GROUNDCOVER-(5 GRAM 20-10-5 TABLET) I GAL.SIZE-I TABLET, 15 GAL.-5 TABLETS, B6" BOX-IO TABLETS, 5 GAL. 5IZE-B TABLETS, 24" BOX-8 TABLETS, 48" BOX-I2 TABLETS 10. STAKE 5 GALLON AND DOUBLE STAKE 15 GALLON AND 24" BOX TREES. GUYING OF LARGER TREES SHALL BE DONE AT THE LANDSCAPE ARCHITECTS DISCRETION. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY DURING LENGTH OF THE GUARANTEE PERIOD. II. VERIFY TREE PIT DRAINAGE V'IITH 24 HOUR V'IATER FILL TEST PRIOR TO PLANTING. ALL BOXED TREES NOT DRAINING ARE TO HAVE A 4" DIAMETER AUGER HOLE DRILLED THROUGH ANY HARDPAN OR COMPACTED EARTH AS REQUIRED TO PROVIDE DRAINAGE IN A 24 HOUR PERIOD. 12. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 S.F. OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. 5OIL5 V'IITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. IB. LANDSCAPE IMPROVEMENTS, INCLUDING, BUT NOT LIMITED TO PLANTS, BERMS, V'IALL5 (DECORATIVE OR RETAINING), 5IGN5, AND STRUCTURES HAVE BEEN SELECTED AND POSITIONED 50 A5 TO AVOID OBSTRUCTING VIEV'l5 OF MOTORIST NEAR INTERSECTIONS AI5LE5, DRIVES, AND PEDESTRIAN V'IALKV'IAY5. TREES HAVE BEEN SELECTED (AND SHALL BE MAINTAINED) SUCH THAT, AT MATURE SIZE, SCAFFOLD BRANCHES V'IILL BE A MINIMUM OF 60 INCHES ABOVE THE FINISHED GRADE. 14. AFTER ROUGH GRADING, CONTRACTOR SHALL TAKE SOIL SAMPLES FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOV'llNG: A. ORGANIC MATTER CONTENT B. N,P,K C.pH D. EC E. SOIL TEXTURE (SILT, CLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. 15. POST PLANTING FERTILIZATION SHALL BE PERFORMED BY CONTRACTOR AT BO, 60, AND GfO DAYS AFTER PLANTING. 16. PLANTS SHALL NOT BE PLACED V'llTHIN 12" OF SPRINKLER HEADS. 11. SHRUBS AND TREES SHALL BE UNDERPLANTED V'llTH GROUNDCOVER A5 5HOV'lN BY ADJACENT SYMBOL. 18. GROUNDCOVER SHALL BE PLANTED USING TRIANGULAR SPACING AS NOTED IN LEGEND. IGf. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF NINETY (GfO) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, V'lATERED, AND V'IEED-FREE. ALL DEAD OR DYING PLANTS SHALL BE REPLACED DURING THE MAINTENANCE PERIOD. 20 CONTRACTOR SHALL GUARANTEE PLANT LONGEVITY A5 FOLLOV'lS· TREES-ONE YEAR, SHRUBS $ GROUNDCOVER-5IX MONTHS. 21. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY V'IORK. ALL V'IORK SHALL BE PERFORMANCE IN A MANNER V'lHICH V'IILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE A5 REQUIRED. 22. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOV'I LINE, 5EV'lER LINE, V'IATER LINE, GAS LINE, DRIVE Jl'lAYS OR ELECTRICAL CONDUIT. ADL i;; \..p..l"-\DSC,i,c DATE: 5/21/2024 ,,;<;) O· LAWso ~ PLANNING ~l!i ~ ., -</ ■■l;!;!i JOB NO: Cl:"~""' -1) ASSOCIATES -■!!!!!'! LJ.J.J: ~o ,_,_ •:c SCALE: VJ - L A N D P L A N N I N G <.')\;\ \_ I 3/31/21 ();; LANDSCAPE ARCHITECTURE DRAWN BY: 0---O'llol Dalo 2979 STATE STREET SUITE ""C'" 5/21/2025 "y *....,._ Dato //* DATE INITIAL C A R L S B A D, CA. 9 2 o a a 060)7!9-8637 fAX:Q60)7!9-83!4 C,1L I FOR':'\ I' ENGINEER OF WORK 2B. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, V'lHERE A PAVING SURFACE 15 LOCATED Jl'llTHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. 24. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AV'lAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 25. ANY TREES LOCATED V'llTHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB. 26. IT 15 RECOMMENDED THAT A FULL V'lEED ABATEMENT PROGRAM BE PROVIDED TO REDUCE THE AMOUNT OF V'lEED5 PRIOR TO PLANTING. SEE THE FOLLOV'llNG EXAMPLE: 21. UPON COMPLETION OF ALL FINE GRADING V'laRK AND SOIL PREPARATION, PERFORM V'lEED CONTROL MEASURES A5 FOLLOJl'l5, A. IRRIGATE ALL AREAS DESIGNATED TO BE PLANTED FOR A MINIMUM OF 10 MINUTES PER SETTING, TV'la SETTINGS PER DAY FOR SEVEN DAYS TO GERMINATE ALL V'IEED SEED POSSIBLE. B. APPLY A CONTACT V'lEED KILLER AND ALLOV'l FOR SUFFICIENT TIME TO OBTAIN COMPLETE KILL OF ALL V'lEED5 GERM I NA TED. C. REPEAT STEP A ABOVE. D. REPEAT STEP B ABOVE. 28. TREES PLANTED V'llTHIN 5' OF PUBLIC SIDEV'lALK5 SHALL BE INSTALLED V'llTH ROOT BARRIERS APPROVED BY THE CITY. 2Gf. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED 5OIL5 SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. BO. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLE55 RECYCLES OR POST CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. Bl. SLOPES 6,1 OR STEEPER REQUIRING EROSION CONTROL MEASURES A5 SPECIFIED HEREIN SHALL BE TREATED V'llTH ONE OR MORE OF THE FOLLOV'IING PLANTING STANDARDS: Cl. STANDARD I -COVER CROP/AND EROSION CONTROL MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR V'llLD FLOV'lER5. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE SUFFICIENT TO PROVIDE GfO% COVERAGE V'llTHIN THIRTY (BO) DAYS. THE TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE A5 RECOMMENDED BY THE MANUFACTURER. ON SLOPES B FEET OR LE55 IN VERTICAL HEIGHT V'IHERE ADJACENT TO PUBLIC Jl'lALK5 OR STREETS: V'IHEN PLANTING OCCURS BETV'IEEN AUGUST 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED. ON SLOPES GREATER THAN B FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERV'll5E APPROVED BY THE CITY. b. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED V'llTH A GROUND COVER KNOV'lN TO HAVE EXCELLENT SOIL BINDING CHARACTERl5TIC5 (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE V'IITHIN ONE YEAR). c.. STANDARD #B -LOV'I SHRUBS LOV'l SPREADING V'IOODY SHRUBS (PLANTED FROM A MINIMUM OF I-GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (10%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD #4 -TREES AND/OR LAR6'E 5HRUB5 TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I-GALLON CONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (I) PLANT PER TV'IO HUNDRED (200) SQUARE FEET. B2. SLOPES -6: I OR STEEPER AND: Cl. B' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC Jl'lALK5 OR STREETS REQUIRE AT A MINIMUM STANDARD #I (COVER CROP OR EROSION CONTROL MATTING). b. B' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #I (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #B. c.. IN EXCE55 OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #I (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #B, AND #4. BB. AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD #I V'IITH TEMPORARY IRRIGATION V'IHEN THEY HAVE ONE OR MORE OF THE FOLLOV'llNG CONDITIONS: Cl. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS V'IITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c.. IDENTIFIED BY THE CITY A5 HIGHLY VISIBLE AREAS II AS BUILT" TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT V'lARRANT IMMEDIATE TREATMENT. B4. SHRUB SPACING SHALL BE SUCH THAT 100% COVERAGE P.E. EXP. DATE V'llLL OCCUR V'IITHIN ONE YEAR. REVIE\./ED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ I PLANNING DIVISION 2 LANDSCAPE IMPROVEMENT PLANS FOR: EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: ff......,.AµM-HOSSEIN 6M9Bh ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE I I DRAWING NO. DWN BY: PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION 6072 01HER APPROVAL CITY APPROVAL RVWD BY: DWG 523-2 L-I9 Docusign Envelope ID: 37C4EBB3-73B2-4752-B12B-366050426M5 ! I E6END CD ROOTBALL SET C,ROl"lN I" N30VE GRADE {2)2" BASIN BERM FOR SHRUBS @FINISH GRADE @FERTILIZER TABLET @ PLAC,E ROOTBALL OVER NATIVE SUBGRADE @ PLANTING HOLE, 2 X C,ONTAINER l"!IDTH (12" MIN. FOR LINERS) G) AMENDED BAGKFILL @e,oNTAINER DEPTH (12" MIN. FOR LINERS @9" LAYER OF MULGH, MAINTAIN 9" GLEARANGE FROM SHRUB BASE @)2% SLOPE (Al"!AY FROM TRUNK) NOTE: MRE ON SLOPES, THE FRONT AND REAR OF THE PLANTING PIT5 SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE AND EROSION WNTROL FABRIC, SHALL BE INSTALLED ON THESE SLOPES TO GONTROL EROSION l"!HILE PLANTS ESTABLISH. FER FLAN CD LE6ENR CD VARIES. SEE PLAN FOR 5PEC,IFIED ON-GENTER SPACING @VARIES. SHALL BE ONE HALF THE SPEGIFIED ON-GENTER SPAGING @ GENTER OF SHRUBS @HEADER, GURB, PAVED 5URFAGE, ETC,. I,, _ _ ISISllffi!!!mlJI -!Iljjj_ - - -!II-- -jjjllljrr --------JV LEGEND CD ROOTBALL. SET C,ROl"!N I" ABOVE GRADE. @FINISH GRADE @FERTILIZER TABLET G) PLAC,E ROOTBALL OVER NATIVE 5UBGRADE c @2" l"!ATERING BERM FOR SHRUBS @9" LAYER OF MULGH. MAINTAIN 9" FROM TRUNK G)PLANTING HOLE: 2 TIMES WNTAINER l"!IDTH @ AMENDED BAGKFILL i '· Ji_1ll;~;•l~-1~::l~;;5c1w01;~ ~-b•D·gl~~ 111111 I I I i' II I I ' ' _, I I "' 1111 i' I 1-,1 II I I i' I I I I i' II I I 11 I -I I ~I I I~ ~ --=111_ I' '1 J IJ,. 11' _;:;=I' ~ LEGEND CDEXISTING 5UBGRADE @AMENDED PLANTING BAGKFILL @ROOTBALL I" N30VE FINISH GRADE @FINISH GRADE @9" MULGH LAYER INSTALLED BEFORE PLANTING @PLANT TYPE AND SPAGING AS 5PEGIFIED ON PLANS @ SLOPE PLANTING: SHRUBS 5C.ALE: N.T.5. @ PLANT SPACING 5C.ALE,9'M,E, N.T,5. © SHRUB PLANTING 5C.ALE, N.T.5. @GROUND COVER PLANTING 5C.ALE, N.T.5. I - ·---=1 -1 -=11 111 LEGEND CDROOTBALL, SET C,ROl"lN I" N30VE GRADE {2)4" l"!ATERING BERM FOR TREES @FINISH GRADE G) FERTILIZER TABLET @ PLAGE ROOTBALL OVER NATIVE SUBGRADE @ PLANTING HOLE, 2 X GONTAINER l"!IDTH (12" MIN. FOR LINERS) G)AMENDED BACKFILL NOTE, MRE ON SLOPES, THE @e,oNTAINER DEPTH (12" MIN. FOR FRONT AND REAR OF THE LINERS PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1:1 @9" LAYER OF MULGH. MAINTAIN 9" SLOPE AND EROSION GLEARANGE FROM SHRUB BASE WNTROL FABRIC, SHALL BE INSTALLED ON THESE r @)2% SLOPE (Al"!AY FROM TRUNK) SLOPES TO C,ONTROL ~ EROSION l"!HILE PLANTS ~ ESTABLISH. ! (D-------7 LEGEND CDP051TION STAKES PARALLEL TO PREVAILING l"!INDS {2)2" DIA. 10' PINE LODGE POLE STAKE @TREE TIES (9) G) FINISH GRADE @ROOTBALL. SET GROl"!N I" ABOVE GRADE @FERTILIZER TABLET G)4" V'lATERING BERM @9" LAYER OF MULGH. MAINTAIN 9" FROM TRUNK @AMENDED BAGKFILL @)PLANTING PIT. 2 TIME5 C,ONTAINER SIZE LEGEND CD ROOTBALL. SET C,ROl"!N I" ABOVE GRADE. @FINISH GRADE @FERTILIZER TABLET G) PLAC,E ROOTBALL OVER NATIVE 5UBGRADE @SLOPE PLANTING: TREES 5C.ALE, N.T,5. ® TREE PLANTING: DOUBLE STAKE SC.ALE, N,T,5. @TREE PLANTING S: \PROJECTS\22013 ECR Median\4.0 CDs\Current\22013 ECR -Planting Support.dwg Wednesday, May. 21 2025 4: 37pm col to SEE SHEETS L-1O -L-12 FOR PLANTING FLANS SEE SHEET L-19 FOR PLANTING LEGENDS 4 NOTES SEE SHEET L-14 FOR PLANTING DETAILS DI~ -~RT UND::ROUN~ -, ✓/llll}SC:---.'\' -DIAL ~LL FRET~M. SERVICE ALERT / 1 -800-422 -4133 OF SOUTHERN AT LEAST lWO DAYS CALIFORNIA llEFORE YOU DIG "CAUTION": Remermer tt-et the USA Center notifies only those utilities belonging to Iha center. There oould be aher utliliea present atlhe work site. The cenlerwil infoonyoo ci"whom lheywill ootify. ADL i PLANNING -------1 .. ~11~-l!i DATE: -~~~ --------- ASSOCIATES ====::;;5i■!!!!!'! _Jo_a _No_, ______ _ 5/21/2024 ---------SCALE: LAND PLANNING LANDSCAPE ARCHITECTURE DRAWN BY: 2979 STATE STREET SUITE "C" --------­ C A R L S B A D, C A. 9 2 0 0 8 (7 6 0) 7 2 9 - 8 6 3 7 fAX:060)729-8324 --------- 5LOFE 2% G) @4" l"!ATERING BERM FOR TREES @9" LAYER OF MULGH. MAINTAIN 9" FROM TRUNK G)PLANTING PIT, 2 TIMES WNT AINER V-IIDTH @ AMENDED BAGKFILL 5C.ALE, N.T.5. @5'XS'X9' PLANTING PIT V-IITH AMENDED BAGKFILL. G)9" LAYER OF MULGH. MAINTAIN 9" FROM TRUNK @TREE PLANTING ~/ ROOT BARRIER 5C.ALE, N.T.5. II AS BUILT" P.E. __ _ EXP. __ _ DATE REVIE\./ED BY: INSPECTOR DATE ,___+---f---------------+-----+----+----+-------1 ~ CITY p~!INE~~~SBAD ~ 1----+----+---------------+----+-----t---+------1 LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION EL CAMINO REAL ROADWAY IMPROVEMENTS APPROVED: A ff_,.... fM. HOSSEIN 6M9Bh ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/26 DATE DWN BY: I PROJECT NO, I DRAWING NO. DA TE INITIAL DA TE INITIAL f---~---+--~-------< CHKD BY: --6072 DWG 523-2 OTHER APPROVAL CITY APPROVAL RVWD BY: L-14