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2018-05-16; Planning Commission; ; CDP 2018-0011/SUP 2018-0011 (PUB2018-0004) - Recycled Water Phase III Pipeline Expansion Segment 5
The City of CARLSBAD Planning Division A REPORT TO THE PLANNING COMMISSION Item No. Application complete date: February 21, 2018 P.C. AGENDA OF: May 16, 2018 Project Planner: Pam Drew Project Engineer: Jason Geldert & Lindsay Leahy SUBJECT: CDP 2018-0011 / SUP 2018-0001 (PUB2018-0004) – RECYCLED WATER PHASE III PIPELINE EXPANSION SEGMENT 5 - Request for approval of: 1) a Coastal Development Permit (CDP) to install approximately 15,000 linear feet of 6- and 8-inch diameter polyvinyl chloride (PVC) recycled water pipeline and fixtures located within the public rights-of-way on portions of Kelly Drive, Tamarack Avenue, E. Point Avenue, Palisades Drive, High Ridge Avenue, Telescope Avenue, and Spyglass Court; and approximately 4,100 linear feet of 6-inch diameter PVC potable water pipeline and fixtures located within portions of the City of Carlsbad utility and access easements on Driftwood Circle, Coralwood Circle, Amberwood Court, Birchwood Circle and Birchwood Court (Carlsbad Palisades), all of which are within the Mello II Segment of the City’s Local Coastal Program; and 2) a Special Use Permit (SUP) to install approximately 6,700 linear feet of 8–inch diameter recycled water pipeline and fixtures located within the Scenic Preservation Overlay and within portions of the public right-of-way on El Camino Real, north of Chestnut Avenue to Haymar Drive. The project is located within Local Facilities Management Zones 1 and 2. The portion of the project within the Coastal Zone is appealable to the California Coastal Commission per Section 30603(a)(5) of the Public Resources Code of the California Coastal Act, which states any development which constitutes a major public works project costing $100,000 or more is appealable to the Commission. The City Planner has determined that the Addendum to the previously adopted Mitigated Negative Declaration (MND) (EIA 12-02) is adequate pursuant to Section 15164(a) of the state CEQA Guidelines and a subsequent or supplemental MND is not required. I. RECOMMENDATION That the Planning Commission ADOPT Planning Commission Resolution No. 7296 APPROVING Coastal Development Permit CDP 2018-0011 and Special Use Permit SUP 2018-0001 based upon the findings and subject to the conditions contained therein. II. PROJECT DESCRIPTION AND BACKGROUND Carlsbad Municipal Water District (CMWD) started its recycled water program in 1990 with Phase I, and by 1995, CMWD served over 1,000 acre-feet per year (afy) of recycled water. In 2000, Phase II was implemented with the construction of the 4-million gallons per day (mgd) Carlsbad Water Recycling Facility (CWRF). Phase II was completed in 2008 and increased service to approximately 4,000 afy. The Phase III Program began in 2012 with the preparation of feasibility and environmental studies to expand the CWRF, install 18 miles of new pipeline, and construct a 1.5 million gallon storage tank. Only the storage tank and 8 miles of pipeline remain to be constructed. 4 CDP 2018-0011 / SUP 2018-0001 (PUB2018-0004)-RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 MAY 16, 2018 PAGE 2 The remaining recycled water pipeline expansion segment 5 is located within various existing rights-of way; however, only the pipelines within Kelly Drive, Tamarack Avenue, E. Point Avenue, Palisades Drive, High Ridge Avenue, Telescope Avenue and Spyglass Court are located within the Coastal Zone, which requires a CDP issued by the city. The recycled water storage tank is not a part of this application; however it was analyzed in the MND Amendment. The potable water pipeline, located within the Carlsbad Palisades neighborhood, will be constructed at the same time as the recycled water line for cost savings (not paying twice for mobilization, traffic control, pavement repairs, etc.) and is also located within the Coastal Zone requiring a CDP issued by the city. The pipelines will be located within the city's public utility easements, as the Carlsbad Palisades roads are private. The pipeline diameter will be increased from 4-inch to 6-inch to comply with current City of Carlsbad Engineering Standards, which do not allow potable water distribution lines smaller than 6 inches in diameter. The 6-inch pipelines would be installed parallel to the existing 4-inch potable water pipelines, which would be abandoned in place. The section of 8-inch recycled pipeline, located on El Camino Real, north of Chestnut Avenue to Haymar Road, is located outside the Coastal Zone and therefore does not require the issuance of a CDP. However, the pipeline does require the issuance of a Special Use Permit because the project falls within the Scenic Preservation Overlay Zone and thus subject to Area 1 El Camino Real Corridor Development Standards. Recycled water in these pipeline segments will be used by the nearby HOA's (i.e. common areas), shopping centers and businesses for landscape irrigation. When the project is complete, an expected 180 afy of potable water will be replaced with recycled water. Ill. ANALYSIS The project is subject to the following regulations and requirements: A.General Plan; B.Coastal Development Regulations for the Mello II Segment of the LCP and the Coastal Resource Protection Overlay Zone (Chapters 21.201 and 21.203 of the Zoning Ordinance); C.Special Use Permit -Scenic Preservation Overlay Zone Regulations (Chapter 21.40 of the Carlsbad Municipal Code and the El Camino Real Corridor Development Standards); and D.Growth Management (CMC Chapter 21.90). The recommendation for approval of this project was developed by analyzing the project's consistency with the applicable city regulations and policies. The project's compliance with each of the above regulations is discussed in detail in the sections below. A.General Plan Land Use Designation The Land Use and Community Design Element requires that public facilities be provided in the city adequate for the projected population. The project complies with these provisions by installing missing sections of recycled water pipeline and increasing the diameter of the existing potable water pipelines to be in compliance with the city's Engineering Standards, within the public rights-of-way and city utility easements. The public streets are designated by the City of Carlsbad General Plan, dated September 2015, as Arterial Street (El Camino Real), Neighborhood Connector Street (Tamarack Avenue), School Street CDP 2018-0011 / SUP 2018-0001 (PUB2018-0004)-RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 MAY 16, 2018 PAGE 3 (Kelly Drive) and Local/Neighborhood Streets (E. Point Avenue, Palisades Drive, High Ridge Avenue, Telescope Avenue, Spyglass Court, Driftwood Circle, Coralwood Circle, Amberwood Court, Birchwood Court and Birchwood Circle). The project also complies with other General Plan goals and policies as outlined in Table 1 below: TABLE 1: GENERAL PLAN COMPLIANCE ELEMENT STANDARD PROJECT COMPLIANCE? Land Use & Ensure that adequate public The increase in the pipeline Yes Community facilities and services are diameter from 4-inch to 6- Design provided in a timely manner to inch witl comply with current preserve the quality of life of City of Carlsbad Engineering residents (Growth Standards, which do not Management Goal 2-G.21). allow potable water distribution lines smaller than 6 inches in diameter. Sustainability Undertake measures to expand To install approximately Yes the use of recycled water for 15,000 linear feet of recycled landscape irrigation and water pipeline within the commercial and industrial public rights-of-way, where process water (Water missing links of pipeline are Conservation, Recycling and located, to allow for the use Supply Policy 9-P.S). of up to 180 afy of recycled water for landscape irrigation for the nearby HOA's (i.e. common areas), shopping centers and businesses instead of using potable water. Sustainability Reduce the city's reliance on Water recycling is a way to Yes imported water (Goal 9-G.4). manage and conserve water resources by providing an alternative to potable water use for non-potable water needs. The project will replace an estimated 180 afy of potable water with recycled water. B. Conformance with the Coastal Development Regulations for the Mello II Segment of the Local Coastal Program (CMC Chapter 21.201) and the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203). A portion of the project site is located in the Coastal Zone and is therefore subject to policies of the Mello II Segment of the City of Carlsbad Local Coastal Program (LCP). The city's determination on the Coastal Development Permit (CDP) is appealable to the California Coastal Commission per Section 30603(a)(S) of the Public Resources Code, which states any development which constitutes a major public works project CDP 2018-0011 / SUP 2018-0001 (PUB2018-0004)-RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 MAY 16, 2018 PAGE4 costing $100,000 or more is appealable to the Commission. The site is also located within and subject to the Coastal Resource Protection Overlay Zone {CMC Chapter 21.203 of the Zoning Ordinance). The project's compliance with each of these programs and ordinances is discussed below: 1. Mello II Local Coastal Program (LCP) Segment The project consists of the installation of approximately 15,000 linear feet of 6-and 8-inch recycled water pipelines, located within the public rights-of-way, and approximately 4,100 linear feet of 6-inch potable water pipelines located within public utility and access easements. The project will not obstruct views of the coastline as seen from public lands or the public right-of-way, nor damage the visual beauty of the coastal zone as the recycled and potable water pipelines will be underground. There will be a total of 22 above grade air-vacuum valve assemblies; 14 on the recycled water pipeline and 8 on the potable water pipeline within the coastal zone. Each assembly will be contained within a 14-inch diameter by 24-inch high enclosure to secure the appurtenance. The proposal is in conformity with public access and recreation policies of the LCP in that the proposed recycled and potable water pipelines will be installed underground and the above grade air-vacuum valve assemblies will be approximately 24 inches high, therefore, they will not impact public access opportunities, recreational resources or obstruct views of the coastline as seen from public lands or the public rights-of-way; therefore, the visual beauty of the coastal zone will not diminish, nor will there be any impacts to coastal resources or public access. No agricultural uses currently exist on the sites and the project is not located in an area of known geologic instability. Therefore, the project is consistent with the Mello II Segment of the LCP. 2. Coastal Resource Protection Overlay Zone The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the City's Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional Runoff Management Program (JRMP) to avoid increased urban run-off, pollutants and soil erosion. The subject property is within the public rights-of-way and public utility and access easements and does not include steep slopes (equal to or greater than 25% gradient) nor native vegetation. In addition, the site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods or liquefaction. C. Special Use Permit -Scenic Preservation Overlay Zone regulations (Chapter 21.40 of the Carlsbad Municipal Code and the El Camino Real Corridor Development Standards) A SUP is required for development within the El Camino Real Scenic Corridor Overlay Zone. The purpose of the overlay is to preserve the scenic qualities and maintain and enhance the appearance of the roadway through design concepts and development standards. This section of El Camino Real is defined as Area 1, located from Highway 78 to Chestnut Avenue (1.3 miles). The El Camino Real Corridor Development Standards identifies this area or segment as dominated with commercial and office uses. Many of the standards discussed in the regulations pertain to such details as signage, setbacks from roadway, street furniture, and roof equipment, which do not apply to the proposed project. CDP 2018-0011 / SUP 2018-0001 (PUB2018-0004)-RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 MAY 16, 2018 PAGE 5 Overall, the project would not conflict with the El Camino Real Corridor Development Standards. Table 2 below explains how the project is consistent with the intent and applicable standards and Table 3 explains how the proposed project meets the required findings for approval of a SUP. TABLE 2: EL CAMINO REAL CORRIDOR STANDARDS COMPLIANCE STANDARD REQUIRED/ ALLOWED PROVIDED Design Theme Commercial and office uses Not applicable Sidewalks As determined by staff Not applicable Signs Free standing monument, not to None proposed exceed five feet above street grade Max. Building Height 35 feet from pad grade Not applicable Max. Grading Change 15 feet from existing grade No grade change proposed Min. Setback from El Camino 30 feet minimum Not applicable Real Roof Equipment No roof equipment can be Not applicable visible from adjacent streets -TABLE 3: SCENIC PRESERVATION OVERLAY FINDINGS AND RESPONSES FINDING RESPONSE The project is consistent with the purposes of this As stated above, the five-above grade air-vacuum chapter and all other applicable requirements of this valve assemblies will be 24 inches tall, located on both code. the east and west sides of ECR, and will not impact the The project is consistent with the general plan, local coastal program, and applicable master or specific plans. The project will not adversely affect the scenic, historical or cultural qualities of the property. scenic qualities and appearance of the roadway. See Analysis sections IIIA and 1118 above. The project will provide 6,700 linear feet of recycled water to be used by the nearby HOA's (i.e. common areas), shopping centers and businesses instead of using potable water. The utility accessories are consistent with all applicable requirements of the General Plan and Carlsbad Municipal Code (CMC). As stated above, the five-above grade air-vacuum valve assemblies, which will be located on both the east and west sides of ECR, will only be 24 inches tall and will not adversely affect scenic views. Furthermore, a Class I cultural resource analysis was prepared by ASM Affiliates in 2014 after adoption of the IS/MND, in compliance with Section 106 of the National Historic Preservation Act (NHPA) for the SWRCB State Revolving Fund CEQA Plus analysis. The cultural resource inventory determined that there was a possibility of encountering cultural materials during the trenching for portions of Segment 5, as CDP 2018-0011 / SUP 2018-0001 (PUB2018-0004)-RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 MAY 16, 2018 PAGE 6 D. Growth Management 18 prerecorded sites were found within 0.25-mile of the pipeline alignment, and two archaeological sites are within the pipeline alignment. Therefore, an archaeological monitoring program was recommended during the trenching for portions of Segment 5 and 7, along with a treatment plan in the event of any unanticipated archaeological discoveries.- As part of cultural resource analysis, ASM conducted tribal outreach to determine if cultural resources of cultural concern were in the area; no responses were received. In addition, through the implementation of the cultural resource procedures, monitoring would be required in areas that intersect with known archaeological sites that may contain tribal cultural resources in compliance with City Council Policy 83 and the city's Tribal, Cultural and Paleontological Resources Guidelines {September 2017). The project has been conditioned to provide archaeological and Native American monitors where applicable. None of the proposed modifications involve new significant impacts or a substantial increase in previously identified impacts related to cultural resources. The recycled and potable water pipeline alignments are located within Local Facilities Management Zones 1 and 2. The zone 1 and 2 plans implement the Citywide Facilities and Improvements Plan and was adopted to ensure that growth occurs in concert with public facilities and service systems. There is no Growth Management performance standard for recycled water; however, implementation of the project will help the city to maintain adequate potable water supply by making recycled irrigation water available to additional areas of the city. Additionally, the potable water pipeline diameter will be increased from 4- inch to 6-inch to comply with current City of Carlsbad Engineering Standards and not a result of new development in the area. Furthermore, project operations will not result in any increased traffic and will thus not result in any substantial deterioration of the public roadway system, nor generate a need for other governmental services, such as emergency services. IV. ENVIRONMENTAL REVIEW On November 27, 2012, the Carlsbad Municipal Water District {CMWD) adopted Resolution No 1455 adopting a Mitigated Negative Declaration (MND) and Mitigation Monitoring and Reporting Program (MMRP) for the Phase Ill Recycled Water Project {EIA 12-02, SCH No. 2012091004, on file in the Planning Division). Part of this project is a sub-component (ES 5) of the Phase Ill Recycled Water Project and is within the scope of the prior environmental documents. However, portions of the recycled water line CDP 2018-0011 / SUP 2018-0001 (PUB2018-0004)-RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 MAY 16, 2018 PAGE 7 have been extended and the proposed potable water lines have been added to the project, which were not analyzed in the MND. To provide environmental review consistent with the California Environmental Quality Act (CEQA), CMWD consulted with environmental firm Helix Planning, Inc. (Helix) to determine if the revisions to the project would trigger a supplemental or subsequent MND, or if a simpler document, an addendum, could be prepared. CEQA Guideline Section15164 states that "the lead agency ... shall prepare an addendum to a previously certified EIR if some changes or additions are necessary but none of the conditions described in Section 15162 calling for the preparation of a subsequent EIR or negative declaration have occurred." As demonstrated in the attached addendum, staff has reviewed the project changes, and the Addendum prepared by Helix, and found that none of the requirements in CEQA Guidelines sections 15162 for a subsequent MND have been triggered. Therefore, the revised project is within the scope of the adopted MND (EIA 12-02) and use of an addendum to document the project changes is appropriate. Guideline 15164 also notes an addendum need not be circulated for public review but may simply be attached to the MND. ATTACHMENTS: 1. Planning Commission Resolution No. 7296 2. Location Map 3. Addendum to EIA 12-02 4. Reduced Exhibits 5. 11" x 17" Exhibits "A" -"NNN", dated May 16, 2018 SITE MAP Legend D Coastal Zone • N NOT TO SCALE Recycled Water Phase 111 Pipeline Expansion Segment 5 CDP 2018-0011 I SUP 2018-0001 HELIX Environmental Planning Carlsbad Municipal Water District Phase Ill Recycled Water Project Addendum to the Fina l Initial Study/ Mitigated Negative Declaration EIA 12-02 March 30, 2018 I KJC-27 Prepared for: Carlsbad Municipal Water District 1 635 Faraday A venue Carlsbad, CA 92008 Prepared by: HELIX Environmental Planning, Inc. 7578 El Cajon Boulevard La Mesa, CA 91942 ADDENDUM TO THE CARLSBAD MUNICIPAL WATER DISTRICT PHASE Ill RECYCLED WATER PROJECT FINAL INITIAL STUDY /MITIGATED NEGATIVE DECLARATION EIA 12-02~ dated November 14~ 2012 State Clearinghouse No. 2012091049 Prepared for: Carlsbad Municipal Water District 1635 Faraday Avenue Carlsbad, CA 92008 Prepared by: HELIX Environmental Planning, Inc. 7578 El Cajon Boulevard La Mesa, CA 91942 March 30, 2018 TABLE OF CONTENTS Section 1. Introduction/Project Background ......................................................................................................... 1 2. Project Description and Location .......................................................................................................... 1 Environmental Setting .............................................................................................................................. 2 3. Purpose of the Addendum .................................................................................................................... 2 4. Environmental Analysis ......................................................................................................................... 4 Agriculture/Forestry Resources ................................................................................................................ 6 Air Quality ................................................................................................................................................. 7 Biological Resources .................................................................................................................................. 8 Cultural Resources .................................................................................................................................. 11 Geology/Soils .......................................................................................................................................... 13 Greenhouse Gas Emissions ..................................................................................................................... 14 Hazards & Hazardous Materials .............................................................................................................. 15 Hydrology/Water Quality ........................................................................................................................ 17 Land Use/Planning .................................................................................................................................. 18 Mineral Resources .................................................................................................................................. 20 Noise ....................................................................................................................................................... 20 Population and Housing .......................................................................................................................... 22 Public Services ......................................................................................................................................... 22 Recreation ............................................................................................................................................... 23 Transportation/Traffic ............................................................................................................................ 23 Utilities and Service Systems .................................................................................................................. 24 Mandatory Findings of Significance ........................................................................................................ 25 5. Conclusion ........................................................................................................................................... 26 6. References .......................................................................................................................................... 27 CMWD Phase Ill Recycled Water Project Addendum March 2018 LIST OF FIGURES Follows Page 1 Pipeline Improvements .................................................................................................................... 2 2 Storage Tank Relocation .................................................................................................................. 2 LIST OF ATTACHMENTS A CMWD Phase Ill Recycled Water Project Final IS/MND B Biological Resources Study Addendum C Cultural Resource Inventory Addendum CMWD Phase Ill Recycled Water Project Addendum ii March 2018 1. Introduction/Project Background This document is an Addendum to the Final Initial Study/Mitigated Negative Declaration (Adopted IS/MND) for the Carlsbad Municipal Water District (CMWD) Phase Ill Recycled Water Project (Approved Project; EIA 12-02, dated November 14, 2012, SCH No. 2012091049; CMWD 2012a). The project evaluated potential impacts associated with implementation of Phase Ill of CMWD's 2012 Recycled Water Master Plan (RWMP). The Adopted IS/MND tiered from the Program EIR (12-01) for the 2012 City of Carlsbad Sewer Master Plan and Carlsbad Municipal Water District Water and Recycled Water Master Plans Update Final Program Environmental Impact Report (Program EIR 12-01; SCH No. 2012021006; CMWD 2012b). Phase Ill proposed expanding the treatment capacity within the Carlsbad Water Recycling Facility (CWRF) by installing additional filtration units and chlorine contact basins. In addition, Phase Ill proposed the installation of 96,600 linear feet of pipelines, relocation or construction of a new storage tank, conversion of existing potable water facilities to recycled water use, and retrofits of landscape irrigation water systems to use recycled water in eight expansion segment locations throughout the project area. The Approved Project was adopted by the CMWD Board of Directors on November 27, 2012 (CMWD Agenda Bill 760, Resolution No. 1433). The Program EIR {12-01) and Adopted IS/MND (EIA 12-02), including supporting documents, are hereby incorporated by reference. The Adopted IS/MND concluded that potentially significant environmental impacts could occur to biological resources and hazards and hazardous materials; however, with the implementation of the Project's mitigation measures impacts would be less than significant. In 2013, subsequent to the adoption of the IS/MND, the CMWD prepared an Evaluation Form for Environmental Review and Federal Coordination as part of the State Water Resources Control Board (SWRCB) CEQA-Plus requirements and CMWD's Clean Water State Revolving Fund Program (SRF Program) application (CMWD 2013). The evaluation form concluded that the Approved Project would not result in adverse effects associated with compliance with federal regulations. 2. Project Description and Location The CMWD is currently proposing modifications (proposed modifications) to the Approved Project, which is the subject of this Addendum. The proposed modifications include: • Two extensions would be added to the Segment 5 pipelines; one extension would extend the pipeline northeast on Tamarack Avenue; the other extension would branch off the Marron Road pipeline north on Monroe Street (see Figure 1, Pipeline Improvements). • An extension to the Segment 7 pipeline would be added on Tamarack Avenue that would connect a gap in the previously proposed Segment 7 pipelines (see Figure 1). • New potable water pipelines, ranging in size from 6-inches to 8-inches in diameter, would be installed in the Carlsbad Palisades and Flower Fields neighborhoods (see Figure 1; hereafter referred to as Palisades potable water pipelines and Flower Fields potable water pipelines). The pipelines would be installed parallel to the existing potable water pipelines, which would be abandoned in place. • The LS-million gallon (MG) storage tank is proposed to be located on the vacant, pre-graded pad southeast of the existing 8.5 MG storage tank on the D Tank site, near Black Rail Road (see Figure 2, Storage Tank Relocation). The tank would be connected to the existing pipeline CMWD Phase Ill Recycled Water Project Addendum 1 March 2018 adjacent to the site. This location is approximately 150 feet east of the previously proposed tank location. The proposed storage tank would have security lighting. The proposed modifications would comply with applicable mitigation measures included in the Adopted IS/MND (Attachment A), as well as the regulatory compliance and project design and construction features included in the Adopted IS/MND (Appendix A of Attachment A). In addition, the proposed modifications would implement a construction best management practice (BMP) to provide archaeological and Native American monitoring in the areas of the proposed modifications that intersect with known cultural sites and a 100-foot buffer surrounding them. Environmental Setting The surrounding land uses for the extension to Segment 5 along Tamarack Avenue are single-family residences to the east and a Boat/RV storage facility to the west. The alignment is at an elevation of approximately 235 to 268 feet above mean sea level (AMSL). The extension to Segment 5 on Monroe Street is surrounded on both sides by commercial development, with the North County Plaza to the west and The Shoppes at Carlsbad to the east. Buena Vista Creek is located approximately 50 feet north of the northern end of the pipeline. The alignment is at an elevation of approximately 21 to 23 feet AMSL. The Tamarack Avenue extension for Segment 7 has single-family residences and open space adjacent on both sides of the pipeline. The alignment is at an elevation ranging from approximately 179 to 203 feet AMSL. The Palisades potable water pipelines are located within internal roadways for single-family residences. The area is surrounded by single-family residences. The neighborhood is bisected by Tamarack Avenue and adjacent to part of the existing Segment 5 alignment. The elevation of the pipeline alignment would range from 100 feet to 150 feet AMSL. The Flower Fields potable water pipelines are located within internal roadways for multi-family residences. Open space is located to north and east and multi-family residences are located to the south and west. The area is surrounded by single-family residences. The neighborhood is adjacent to part of the existing Segment 5 alignment. The elevation of the pipeline alignment would range from 100 feet to 120 feet AMSL. The surrounding land uses for the storage tank include single-family residences to the east and south, other existing CMWD potable and recycled water storage reservoirs to the west, and a church to the north. The site is at an elevation of approximately 375 feet AMSL. 3. Purpose of the Addendum As outlined in CEQA Guidelines Section 15164(a), an Addendum to a previously certified MND may be prepared if only minor technical changes or additions are necessary or none of the conditions described in Section 15162 calling for the preparation of a subsequent MND have occurred. The CMWD has determined that an Addendum to the Adopted IS/MND is the appropriate level of environmental review under CEQA for the proposed modifications. CMWD Phase Ill Recycled Water Project Addendum 2 March 2018 Addendum to the Carlsbad Municipal Water District Phase Ill Recycled Water Project Final IS MND Segment 5 2012 Alignment Proposed Modification to Segment 5 Segment 7 2012 Alignment Proposed Modification to Segment 7 Proposed Potable Water Alignments 0 Source: Aerial Photo (SanGIS, 2014) Project Features (Kennedy Jenks 2017) E---3 E----3 HELIX Environmental Planning Pipeline Improvements Figure 1 Addendum to the Carlsbad Municipal Water District Phase Ill Recycled Water Project Final 15/MND ,,f-1,,, Inlet/Outlet Piping New Proposed Tank Location Drain 2012 Proposed Tank Location 0 150 Feet Source: Aerial Photo (SanGIS, 2014) E------3 E----3 HELIX EnvironmenllJI Planning Storage Tank Relocation Figure 2 Under CEQA, an Addendum to a previously adopted IS/MND may be prepared by either a lead or responsible agency if the conditions described above are satisfied. As a resu lt, once an IS/MND has been certified, a subsequent or supplemental MND may only be prepared if one of the following conditions has been met (State CEQA Guidelines Section 15162(a)): (1) Substantial changes are proposed in the project which will require major revisions of the previous MND due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; (2) Substantial changes occur with respect to the circumstances under which the project is undertaken which will require major revisions of the previous MND due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; or (3) New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time of the previous MND was adopted, shows any of the following: A. The project will have one or more significant effects not discussed in the previous MND; B. Significant effects previously examined will be substantially more severe than shown in the previous MND; C. Mitigation measures or alternatives previously found not to be feasible would in fact be feasible, and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternative; or D. Mitigation measures or alternatives which are considerably different from those in the previous MND would substantially reduce one or more significant effects on the environment, but the project proponents decline to adopt the mitigation measure or alternative. This Addendum has been prepared by the CMWD because the construction and operation of the proposed modifications is consistent with the overall project evaluated in the Adopted IS/MND and does not require major revisions to the Adopted IS/MND due to new significant impacts or substantial increases in the severity of previously identified significant impacts. The anticipated environmental impacts of the proposed modifications, as explained in detail in the following analysis, have been analyzed and mitigated accordingly in the Adopted IS/MND, and there have been no new circumstances since that time that would result in new or more severe significant environmental impacts. As evaluated in the supporting analysis of this Addendum, mitigation measures that were previously identified in the Adopted IS/MND would continue to ensure that impacts are reduced to less than significant levels. Per CEQA Guidelines Section 15164(c), an Addendum need not be circulated for public review, but can be included in or attached to the Adopted IS/M ND. Prior to its consideration of the proposed modifications, the CMWD will review and consider this Addendum together with the Adopted IS/MND when making a decision regarding the proposed modifications. CMWD Phase Ill Recycled Water Project Addendum 3 March 2018 4. Environmental Analysis Documents containing the environmental analysis supporting the CMWD's action in approving the proposed modifications include the Adopted IS/MND and Mitigation Monitoring and Reporting Program (MMRP), as well as updated Biological Resources Study (HELIX 2018; Attachment B) and the Cultural Resources Addendum Report (ASM 2018; Attachment C). This Addendum analyzes all 18 environmental issue areas that were included in the Adopted IS/MND, plus Tribal Cultural Resources, and discusses whether the proposed modifications described above would trigger significance criteria identified in the CEQA Guidelines, Section 15162 and 15163, in each of these areas. • Aesthetics • Agriculture/Forestry Resources • Air Quality • Biological Resources • Cultural Resources/Tribal Cultural Resources • Geology/Soils • Greenhouse Gas Emissions • Hazards and Hazardous Materials • Hydrology/Water Quality • Land Use/Planning • Mineral Resources • Noise • Population and Housing • Public Services • Recreation • Transportation and Traffic • Utilities and Service Systems • Mandatory Findings For each environmental issue area, this Addendum provides a comparative analysis of the impacts presented in the Adopted IS/MND. The analysis includes a determination regarding the occurrence of new significant impacts or an increase in the severity of previously identified impacts. Finally, an analysis is presented to determine whether there are any changed circumstances or new information relative to the proposed modifications. For each environmental issue area, the following is provided to conduct this comparative analysis: 1. Previous Analysis 2. Analysis of the Revised Project 3. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance 4. Conclusion The following environmental analysis supports the CMWD's determination that approval and implementation of the proposed modifications would not result in new significant environmental impacts or a substantial increase in the severity of previously disclosed impacts covered under the CMWD Phase Ill Recycled Water Project Addendum 4 March 2018 Adopted IS/MND and related MMRP. This environmental analysis is subject to all applicable mitigation measures outlined in the Adopted IS/MND and MMRP. The following presents the environmental analysis of impacts associated with the proposed modifications. In instances where the impacts resulting from several proposed modification components would be similar, their corresponding analyses have been grouped together. In instances where impacts differ by proposed modification component, they are discussed separately. Aesthetics Previous Analysis Analysis of aesthetic impacts of the Approved Project are contained in the Adopted IS/MND, Section 1, pages IS-22 through IS-23. The Adopted IS/MND concluded that expansion and relocation of the storage tank site would not result in temporary construction impacts because it would be isolated from public view. The Adopted IS/MND concluded that aesthetic impacts from construction activities for the expansion segments would be a substantial adverse change in existing visual character. In the Adopted IS/M ND, the CMWD committed to the construction features listed in Appendix A of the Adopted IS/MND (Attachment A) to minimize potential effects on aesthetics to surrounding neighborhoods, which includes removal of construction debris, limiting disturbance of the existing setting, and restoring disturbed areas following construction. With implementation of these measures, construction visual impacts would be less than significant. No operational visual impacts were determined to occur as the pipelines would be below ground. The storage tank would be painted with low-glare coatings so that reflection is kept to a minimum. No new lighting or glare sources were proposed. Further, the tank would be located within an existing facility that contains two 1.5-MG tanks and an 8.5-MG tank (the D-tank site), therefore it would be consistent with the character of the site. Analysis of the Revised Project Pipeline Improvements The pipeline improvements would result in similar impacts to the expansion segments analyzed in the Adopted IS/MND. As the pipelines will be installed below-ground, no visual impacts would occur after construction. Similar to the Adopted IS/MND, aesthetic impacts from construction activities for the pipeline improvements would result in a substantial adverse change in existing visual character. The proposed modifications would implement the construction features listed in Appendix A of the Adopted IS/MND to minimize potential effects on aesthetics to surrounding neighborhoods. With implementation of these measures, impacts would be less than significant from construction of the pipeline improvements. Storage Tank Site Relocation The storage tank would be located within a graded pad directly southeast of the existing 8.5-MG steel tank, approximately 150 feet east of the previously proposed site. The currently proposed location is in an area more visible to public view from Poinsettia Lane and Fisherman Drive than the location analyzed in the Adopted IS/MND and would likely maintain a similar visibility from New Crest Court and Black Rail CMWD Phase Ill Recycled Water Project Addendum 5 March 2018 Road as the previous location. However, the tank would be located next to multiple storage tanks of similar or larger bulk and scale that are currently visible from the surrounding roadways. Therefore, the relocated storage tank would be consistent with the existing visual character and quality of the area, and impacts would be less than significant. In addition, construction activities may be more visible to viewers from Poinsettia Lane than the location analyzed in the Adopted 15/MND. As with the pipeline extensions in the Adopted 15/MND, the construction features listed in Appendix A of the Adopted 15/MND would be implemented to minimize potential effects on aesthetics to surrounding neighborhoods, which includes removal of construction debris, limiting disturbance ofthe existing setting, and restoring disturbed areas following construction. Security lighting would also be provided; to minimize lighting impacts, the lighting would be shielded down and would not spill into the adjacent residential properties. With implementation of these measures, construction visual impacts from the storage tank would be less than significant. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There are no changes with respect to circumstances under which the proposed modifications would be undertaken, and there is no new information of substantial importance that has become available relative to visual or aesthetic resources. No substantial changes in the aesthetic or visual environment have occurred since adoption of the 15/MND, and no substantial new sensitive receptors or scenic resources have been identified within the vicinity of the proposed modifications. Conclusion Based on the above, no new significant aesthetic impacts or a substantial increase in previously identified aesthetic impacts would occur as a result of the proposed modifications. Implementation of construction features identified in the Adopted 15/MND would ensure that temporary and permanent visual impacts would remain less than significant. Therefore, the impacts to aesthetic resources and the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Section 15162 and 15163. Agriculture/Forestry Resources Previous Analysis Analysis of agriculture/forestry resources impacts are contained in the Adopted 15/MND, Section 2, pages 15-23 through 15-24. The Adopted 15/MND concluded that pipeline expansion and relocation of the storage tank would not result in impacts to agricultural or forestry resources, as the expansion and storage tank would not be located in agricultural or forest land areas and would not convert existing agricultural or forest land areas to different uses. Analysis of the Proposed Modifications Similar to the Approved Project, the pipeline improvements and the storage tank would not be located in agricultural or forest land areas and would have no impact to those resources. CMWD Phase Ill Recycled Water Project Addendum 6 March 2018 Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There are no changes with respect to circumstances under which the proposed modifications would be undertaken, and there is no new information of substantial importance that has become available relative to agriculture or forestry resources. No substantial changes to these resources have occurred since adoption of the 15/MND, and no substantial new agricultural or forestry resources have been identified within the vicinity of the proposed modifications. Conclusion Based on the above, no new significant agriculture or forestry resources impacts or a substantial increase in previously identified impacts would occur as a result of the proposed modifications. Therefore, the impacts to agriculture and forestry resources from the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Section 15162 and 15163. Air Quality Previous Analysis Analysis of air quality impacts of the Approved Project are contained in the Adopted 15/MND, Section 3, pages 15-25 through 15-28. These sections outline how the Approved Project may impact existing and future air quality conditions. For the criteria pollutant emissions analysis, the Adopted 15/MND relied on the emission calculations within the Program EIR, which included the Phase Ill components. Modeling for criteria pollutant emissions within the Program EIR (12-01) included a conservative scenario where 12 sewer pipelines, 13 potable water pipelines, 1 tank, 1 pump station, the CWRF, and 70,850 feet of recycled water pipelines would be constructed in one year. The Approved Project would implement the construction features for minimizing criteria pollutant emissions, as described in Appendix A of the Adopted 15/MND. With implementation of these construction features, the Adopted 15/MND determined that the Approved Project was consistent with applicable air quality plans, and the modeled Approved Project emissions would not exceed local significance thresholds. Therefore, the Adopted 15/MND concluded that impacts to air qua lity as a result of construction and operation ofthe Approved Project were less than significant. Analysis of the Proposed Modifications Construction of the storage tank would result in the same emissions, as the tank would be the same size as proposed in the Adopted 15/MND. In addition, operation of the storage tank would not require equipment that would generate criteria air pollutants, as with the tank proposed in the Adopted 15/MND. Construction of the proposed pipeline improvements would result in temporary increases in criteria pollutant emiss ions associated with soil disturbance, dust emissions, and combustion pollutants from on-site construction equipment, as well as from personal vehicles, vendor/delivery trucks, and off-site trucks hauling soil and aggregate material. However, the project would implement the construction CMWD Phase Ill Recycled Water Project Addendum 7 March 2018 features for air quality, as listed in Appendix A of the Adopted 15/MND, and the maximum daily construction emissions resulting from the proposed modifications would not exceed the adopted San Diego Air Pollution Control District significance thresholds and would not increase the construction related criteria pollutant emissions from what was previously evaluated in the Adopted 15/MND. In addition, the underground pipelines would not require regular maintenance and operation would not generate criteria air pollutants. Therefore, similar to the findings of the Adopted 15/MND, the construction-related criteria air pollution emissions from the proposed modifications would be temporary and would not be expected to have a significant impact on ambient air quality. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There are no changes with respect to circumstances under which the proposed modifications would be undertaken, and there is no new information of substantial importance that has become available relative to air quality. No substantial changes to air quality circumstances have occurred since adoption of the 15/MND. Conclusion Based on the above, no new significant air quality impacts or a substantial increase in previously identified impacts would occur as a result of the proposed modifications. Therefore, the impacts to air quality from the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Section 15162 and 15163. Biological Resources Previous Analysis Analysis of biological resources impacts and identified mitigation measures ofthe Approved Project are contained in the Adopted 15/MND, Section 4, pages 15-28 through 15-35. A focused biological resources study was also prepared in 2013 by HELIX Environmental Planning, Inc. (HELIX), after adoption of the 15/MND, to provide specific biological resources information pertaining to federal requirements in fulfilling SWRCB CEQA-Plus requirements for the CMWD's SRF Program application. As discussed in the Adopted 15/MND, the Approved Project components have been designed to be restricted entirely within existing disturbed and developed road and utility right-of-way (ROW) areas, access roads, and previously graded areas that are surrounded by existing transportation, residential, and other mixed-use developments. The Adopted 15/MND determined that the areas being considered for construction of Approved Project components do not support high quality biological resources, and the Approved Project would not result in any direct impacts on sensitive biological resources, including those resources protected under federal policy. However, several of the Approved Project components were determined to occur immediately adjacent to undeveloped areas characterized by native habitat that could support special-status wildlife species, sensitive natural communities, and wetlands, and potential indirect impacts to these resources (e.g., construction noise and vibration, run off, and inadvertent intrusions of construction equipment and personnel) were determined to occur during construction. These would be mitigated to less than significant through mitigation measures Bio-lA through Bio-lF for special-status wildlife species impacts and Bio-18 through Bio-lF for sensitive natural communities and wetlands impacts. CMWD Phase Ill Recycled Water Project Addendum 8 March 2018 As discussed in the focused biological resources study, and similar to the Adopted IS/MND findings, for federal conformance the Approved Project components were determined to result in indirect impacts to federally-listed species. These impacts would be mitigated to less than significant through Adopted IS/MND mitigation measures Bio-lA through Bio-lF. Construction of the Approved Project components was determined to potentially result in impacts to birds protected under the Migratory Bird Treaty Act from removal of trimming of trees and shrubs during the breeding season; this impact would be mitigated through mitigation measure Bio-lA. In addition, with conformance with the BMPs described in the focused biological resources study for runoff and water quality, the Approved Project was determined to be consistent with the Clean Water Act. The study also concluded that the Approved Project components would be in conformance with the Coastal Zone Management Act, Magnuson- Stevens Fishery Conservation and Management Act, and Wild and Scenic Rivers Act. Analysis of the Proposed Modifications An Addendum Report to the focused biological resources study and Adopted IS/MND biological analysis was prepared by HELIX Environmental Planning, Inc. (Biological Resources Addendum Report; HELIX, dated February 21, 2018; Attachment B) to analyze the biological resource impacts of the proposed modifications. The analysis from the Biological Resources Addendum Report is incorporated below. Pipeline Improvements Similar to the Phase Ill sites analyzed in the Approved Project's IS/MND, the proposed modifications occur entirely within existing development or in developed roads surrounded by existing transportation, residential, and other mixed-use developments. No direct impacts would occur to state-and federally- listed species. However, undeveloped land occurs to the north of the new section of Segment 5 on Monroe Street, west of Segment 5 on Tamarack Avenue (coastal sage scrub-eucalyptus woodland), and west of Segment 7, northeast of Segment 5, on Tamarack Avenue. The potable water pipelines occur adjacent to ornamental landscaped vegetation. Similar to the Approved Project components, in these areas the pipeline improvements may result in potentially significant indirect impacts to native habitat that could support special-status wildlife species through construction noise and vibration and inadvertent intrusions of construction equipment and personnel. With implementation of mitigation measures Bio-lA through Bio-lF, impacts to special-status wildlife species from the pipeline improvements would be less than significant. Wetland habitats associated with Buena Vista Creek are present to the north of the new section of Segment 5 on Monroe Street. Coastal sage scrub-eucalyptus woodland is present west of the new section of Segment 5 on Tamarack Avenue. Construction activities associated with project modifications in Segment 5 could result in potential runoff and inadvertent intrusions of construction equipment and personnel into sensitive natural communities adjacent to construction zones. These potential indirect impacts could result in degradation or loss of off-site habitat and would be considered significant. Potential indirect impacts pertaining to runoff and pollutants generated from construction activities adjacent to undeveloped areas for Segment 5 would be controlled and reduced to less than significant levels through compliance with the proposed features discussed in Section 9 ofthe Adopted IS/MND and compliance with applicable regulations, including through implementation of a project-specific Storm Water Pollution Prevention Plan (SWPPP). Further, implementation of Mitigation Measures Bio- lB, Bio-lC, Bio-lE, and Bio-lF would prevent inadvertent intrusions of construction equipment and personnel into off-site sensitive habitats and wetlands and mitigate this impact to a less than significant level. CMWD Phase Ill Recycled Water Project Addendum 9 March 2018 The Segment 7 extension and the potable water pipelines would not be located near sensitive natural communities or wetlands. Storage Tank Site Relocation The storage tank would be constructed on a graded development pad. The site is characterized by sparse, primarily non-native (weedy) and ornamental vegetation. Some large trees, including eucalyptus, are present within the facility. Construction noise and vibration may occur at the storage tank site that may indirectly impact nesting birds and raptors. Implementation of mitigation measures Bio-lA through Bio-lF would reduce any potential impacts to less than significant. As the project is located adjacent to landscaped and/or developed areas, it would not significantly impact sensitive natural communities. Evidence of ponding was observed on the graded development pad for the storage tank. Cracked soils and three plant species that typically occupy ponded areas were observed, none of which is considered an indicator species for vernal pools. The bodies of seed shrimp also were noted in this area. Compaction of the pad and a small earthen berm around the edge of this pad are likely responsible for the observed ponding. Because of its isolation from waters of the U.S., this area would not be considered federally jurisdictional. Because of its location on a graded development pad, the absence of vernal pool indicators observed during the dry season, and the very low potential for any listed species, this feature is not likely to be considered state jurisdictional under the Porter- Cologne Act, or jurisdictional by the city. The storage tank would have security lighting; this lighting would be shielded down and would not spill over into sensitive biological areas. Therefore, indirect effects resulting from nighttime lighting would be less than significant. The graded pad has a small berm at the downslope edge to restrict water runoff. Potential indirect effects on off-site wetlands and/or other waters of the U.S. may occur if runoff from construction work areas is not properly controlled and treated before entering storm drain facilities that discharge into downstream wetland areas. Potential indirect impacts pertaining to runoff and pollutants generated from construction activities for the storage tank would be controlled and reduced to less than significant levels through compliance with the proposed features discussed in Section 9 of the Adopted IS/MND and compliance with applicable regulations, including through implementation of a project-specific SWPPP. Further, implementation of Mitigation Measures Bio-18, Bio-lC, Bio-lE, and Bio-lF would prevent inadvertent intrusions of construction equipment and personnel into off-site sensitive habitats and wetlands and mitigate this impact to a less than significant level. Conclusion The Biological Resources Addendum Report identified the pipeline improvements and storage tank as having potentially significant biological resource impacts, whereas the Adopted IS/MND did not find potentially significant impacts for the storage tank site or Segment 7. However, these impacts would be mitigated to less than significant with mitigation measures previously identified in the Adopted IS/MND. Additionally, there are no substantial changes to the circumstances under which the proposed modifications would be undertaken, and no new information of substantial importance regarding biological resources which was not known and could not have been known when the IS/MND was adopted and the focused biological resources study was prepared. Therefore, the biological resource impacts and the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163. CMWD Phase Ill Recycled Water Project Addendum 10 March 2018 Cultural Resources/Tribal Cultural Resources Previous Analysis Analysis of cultural resources impacts of the Approved Project are contained in the Adopted 15/MND, Section 5, pages 15-36 through 15-37. The Adopted 15/MND concluded that due to the high cultural resource sensitivity in the Approved Project area, unknown cultural resources may be uncovered during ground disturbing construction activities. The Adopted 15/MND determined that with implementation of the cultural resources procedures, including the regulatory compliance and project construction features listed in Appendix A of the Adopted 15/MND, cultural resource impacts would be less than significant. A Class I cultural resource inventory was prepared in 2014 by ASM Affiliates Inc. (ASM), after adoption of the 15/MND, in compliance with Section 106 of the National Historic Preservation Act (NHPA) for the CEQA Plus analysis. The inventory determined that although four previously recorded cultural sites were found within a 0.25-mile radius of ES 7, only one archaeological site is within the pipeline alignment. Additionally, although there were four recorded locations near the proposed location of the storage tank, the site had previously been graded and no additional ground disturbance was anticipated. No monitoring was recommended provided that the ground was not disturbed. However, the cultural resource inventory determined that there was a possibility of encountering cultural materials during the trenching for portions of Segment 5, as 18 prerecorded sites were found within 0.25-mile of the pipeline alignment, and two archaeological sites are within the pipeline alignment. Therefore, an archaeological monitoring program was recommended during the trenching for portions of Segment 5 and 7, along with a treatment plan in the event of any unanticipated archaeological discoveries. The overall findings of the report concluded that there would be no adverse effects to historic properties. According to the Adopted 15/MND, Approved Project components, such as Segment 5 and 7, would be in areas of high paleontological sensitivity (Santiago formation). However, since Approved Project components would occur within existing roadway ROW that has already been disturbed, additional impacts from the Approved Project would not occur. Impacts to paleontological resources would be less than significant. The Adopted 15/MND concluded that impacts from disturbance of human remains during construction would be less than significant with conformance of the required protocols under Public Resources Code (PRC) Section 5097.97 and California State Health and Safety Code Section 7050.5. Analysis of the Proposed Modifications An Addendum Report to the Class I cultural resource inventory, dated March 26, 2018, was prepared by ASM (Attachment C) to analyze the cultural resource sensitivity of the proposed modifications. The records search for the inventory found four previously recorded sites in the project area for the proposed modifications (one site intersecting the Segment 5 extension [SDl-10025]; one site intersecting both the Segment 5 extension and the Flower Fields potable water pipelines [SDl-6139]; one site intersecting the storage tank [SDl-6819]; and one site intersecting the Segment 7 extension [SDl-5601]). The Addendum Report determined that cultural resources within SDl-6139 (Segment 5 and Flower Fields potable water pipelines) were no longer identified as significant in recent surveys due to absence of site integrity and limited artifact density and diversity. In a recent survey, SDl-10025 (Segment 5) was determined to be severely impacted and would not have significant cultural resources. SDl-5601 CMWD Phase Ill Recycled Water Project Addendum 11 March 2018 (Segment 7) has previously undergone a testing and data recovery program due to residential development in the area, and a recent survey determined the rest of the site to not have significant cultural resources. SDl-6819, located near the storage tank site, had undergone artifact recovery prior to construction of the existing tanks and pads on site. This site was recently tested and determined to not contain significant cultural resources. In addition, the proposed modifications would implement the cultural resource procedures in Appendix A of the Adopted IS/MND, which includes retaining a qualified archaeologist and Native American monitor if subsurface cultural resources are encountered or if evidence of an archaeological site or other suspected cultural resources are encountered. Further, the proposed modifications would provide archaeological and Native American monitoring in the areas that intersect with known archaeological sites and a 100-foot buffer surrounding them. Therefore, there would be less than significant impacts to cultural resources from the proposed modifications. Parts of Segment 5 and Segment 7 were identified as being within a high paleontological sensitivity area; therefore, the Segment 5 and Segment 7 extensions may be in these areas. However, as with the Approved Project components, the proposed modifications would occur within existing roadway ROW that has already been disturbed, and significant impacts from the proposed modifications would not occur. Similar to the Approved Project, the proposed modifications would implement the required protocols under Public Resources Code (PRC) Section 5097.97 and California State Health and Safety Code Section 7050.5 if human remains are encountered; therefore, impacts to human remains would be less than significant. The IS/MND was adopted prior to passage of Assembly Bill (AB) 52, which requires analysis and outreach for tribal cultural resources as part of environmental review in compliance with CEQA. The 2014 cultural resource inventory conducted tribal outreach to determine if cultural resources of cultural concern were located in the area; no responses were received. In addition, through the implementation of the cultural resource procedures in Appendix A of the Adopted IS/MND described above, monitoring would be required in areas that intersect with known archaeological sites that may contain tribal cultural resources. Substantial Changes with Respect to the Circumstances under which the Project is Undertaken/New Information of Substantial Importance There have been no substantial changes in cultural or paleontological resource conditions within the area of the proposed modifications since the time of adoption of the IS/MND and the Class I cultural resource inventory was prepared. Additionally, no new information of substantial importance regarding cultural or paleontological resources has become available. Therefore, no changes in circumstances and no new information of substantial importance relative to cultural or paleontological resources have been identified. Conclusion None ofthe proposed modifications involve new significant impacts or a substantial increase in previously identified impacts related to cultural resources. Additionally, there are no substantial changes to the circumstances under which the proposed modifications would be undertaken, and no new information of substantial importance regarding cultural resources which was not known and could not have been known when the IS/MND was adopted and the Class I cultural resource inventory was prepared. Therefore, impacts to cultural and tribal cultural resources as a result of the proposed CMWD Phase Ill Recycled Water Project Addendum 12 March 2018 modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163. Geology/Soils Previous Analysis Analysis of geology/soils impacts of the Approved Project are contained in the Adopted 15/MND, Section 6, pages 15-38 through 15-40. The Adopted 15/MND found that although the Approved Project components would be located in a seismically active area, that through implementing the relevant requirements of the California Building Code and the California Department of Mines and Geology's Special Publications 117, impacts related to ground shaking would be less than significant. The Adopted IS/MND determined that Segment 5 and 7 were located in areas of high landslide risk, or areas that may have unstable soil. With implementation of a site-specific geotechnical investigation, as described in Appendix A of the Adopted 15/MND, landslide and unstable soil impacts were concluded to be less than significant. Earth disturbing activities from the storage tank construction would not result in the exposure of soils. Through compliance with the applicable regulations listed in Appendix A ofthe Adopted IS/MND, including the General Linear Utility Permit and/or local development standards and preparation of a SWPPP and/or implementation of applicable BMPs, erosion impacts would be less than significant. Analysis of the Proposed Modifications Similar to the Approved Project components, the proposed modifications would be located in a seismically active area. As with the Approved Project, the proposed modifications would also implement the relevant requirements ofthe California Building Code and the California Department of Mines and Geology's Special Publications 117. Therefore, ground shaking impacts would be less than significant. The Segment 5 extension, on Monroe Street, would be located in an area of unstable soil (potential for liquefaction), according to Figure 3.5-3 of the City General Plan EIR, dated June 2015 (SCH #2011011004). The remaining Segment 5 extensions, the Segment 7 extension, the potable water pipelines, and the storage tank would not be located in these areas. Each proposed modification would perform a site-specific geotechnical investigation, as described in Appendix A of the Adopted 15/MND, that would identify geologic and soil hazards and provide typical measures to accommodate the hazards. With implementation ofthe geotechnical investigations, impacts from geologic and soil hazards would be less than significant. As the storage tank would be constructed in a previously graded pad, earth-disturbing activities may result in exposure of soils to erosion. In addition, the pipeline improvements may result in exposure of soils to erosion. Similar to the Approved Project components, compliance with the applicable regulations listed in Appendix A ofthe Adopted 15/MND, including the General Linear Utility Permit and/or local development standards and preparation of a SWPPP and/or implementation of applicable BMPs, erosion impacts from the proposed modifications would be less than significant. CMWD Phase Ill Recycled Water Project Addendum 13 March 2018 Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There have been no substantial changes in geology and soil conditions within the area of the proposed modifications since the time of adoption of the IS/MND. Additionally, no new information of substantial importance regarding known geological and soil hazards, conditions, or resources has become available. Therefore, no changes in circumstances and no new information of substantial importance relative to geology and soil resources have been identified. Conclusion None of the proposed modifications involve new significant impacts or a substantial increase in previously identified impacts related to geology and soils within the Adopted IS/MND. Additionally, there are no substantial changes to the circumstances under which the proposed modifications would be undertaken, and no new information of substantial importance regarding geological resources which was not known and could not have been known when the IS/MND was adopted. Therefore, the geology and soils impacts from the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163. Greenhouse Gas Emissions Previous Analysis Analysis of greenhouse gas (GHG) emissions impacts of the Approved Project are contained in the Adopted IS/MND, Section 7, pages IS-40 through IS-41. For the GHG emissions analysis, the Adopted IS/MND relied on the GHG emission calculations within the Master Plans Program EIR (CMWD, EIR 12-01, 2012b), which included the Phase Ill components. Modeling for GHG emissions within the Program EIR included a conservative scenario where 12 sewer pipelines, 13 potable water pipelines, 1 tank, 1 pump station, the CWRF, and 70,850 feet of recycled water pipelines would be constructed in one year. Construction emissions totaled 959 metric tons of carbon dioxide equivalent (MT C02e) per year. This value did not exceed the 2,500 MT C02e threshold. Since the Approved Project would construct fewer components than were analyzed in the Program EIR, it was assumed that GHG emissions associated with construction would be less, and would not exceed the GHG threshold. Pipelines and storage tanks would not require fuel or energy once constructed and therefore would not emit GHGs. Operational emissions were primarily associated with the CWRF facility and were less than significant. In addition, as the Approved Project would not exceed the GHG threshold, the Approved Project was determined to be consistent with applicable GHG plans, policies, and regulations. Analysis of the Proposed Modifications Construction ofthe storage tank was accounted for in the GHG emissions modeling scenario reported in the Adopted IS/MND and would not change due to the relocation of the tank. The new pipeline extensions would add additional pipelines to be constructed that would increase the overall GHG emissions of the Approved Project. However, the additional length associated with the extensions, which is approximately 7,800 feet, would be well below the total amount of construction for recycled water pipelines that was assumed in the modeled scenario in the Program EIR. The estimated CMWD Phase Ill Recycled Water Project Addendum 14 March 2018 GHG emissions under the conservative scenario were well below the 2,500 MT C02e threshold. Therefore, the proposed modifications' GHG emissions would be expected to have a minor effect on the Approved Project's GHG emissions and would not cause the emissions to exceed the threshold analyzed in the Adopted 15/MND. Therefore, GHG emissions from the proposed modifications would be less than significant. As the proposed modifications' GHG emissions would not exceed the GHG threshold, the modifications would also be consistent with applicable GHG plans, policies, and regulations. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There have been no substantial changes in GHG emissions conditions for the proposed modifications since the time of adoption of the 15/MND. Additionally, no new information of substantial importance regarding GHG emissions has become available. Therefore, no changes in circumstances and no new information of substantial importance relative to GHG emissions have been identified. Conclusion None of the proposed modifications involve new significant impacts or a substantial increase in previously identified impacts related to GHG emissions. Additionally, there are no substantial changes to the circumstances under which the proposed modifications would be undertaken, and no new information of substantial importance regarding GHG emissions that was not known and could not have been known when the 15/MND was adopted. Therefore, the GHG emissions impacts and the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163. Hazards & Hazardous Materials Previous Analysis Analysis of hazards and hazardous materials impacts and Adopted 15/MND-identified mitigation measures of the Approved Project are contained in the Adopted 15/MND, Section 8, pages 15-42 through 15-46. The Adopted 15/MND concluded that Approved Project component impacts from the routine transport, use, or disposal of hazardous materials, or from the release of hazardous materials into the environment through accident conditions, would be less than significant. The Adopted 15/MND (Section 8.d) identified approximately 50 recorded hazardous waste sites along all Phase Ill pipeline alignments, except for Segment 7. The Adopted 15/MND concluded that Segment 7 and the storage tank would not result in a significant impact related to listed hazardous material sites. However, Segment 5 was determined to have the potential to encounter contaminated soil, and impacts were potentially significant. This potentially significant impact would be mitigated through Adopted 15/MND mitigation measures Haz-1 (excavation monitoring) and Haz-2 (construction worker health and safety work plan). The Adopted 15/MND concluded that temporary roadway closures from development of the Approved Project components in the roadway ROW could potentially interfere with emergency plans and procedures. With implementation of the construction measures in Appendix A of the Adopted 15/MND, CMWD Phase Ill Recycled Water Project Addendum 15 March 2018 including a traffic control plan, impacts from temporary roadway closures to emergency replace or evacuation plans would be less than significant. Analysis of the Proposed Modifications The proposed modifications would comply with applicable hazardous materials regulations, as described in Section 8a of the Adopted IS/MND. Therefore, the proposed modifications would not result in a potentially significant hazard from routine transport, use, or disposal of hazardous materials, or from a reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment. As described in the Adopted IS/MND, Segment 7 and the storage tank are not located on a site listed in a hazardous materials site database, and no significant impacts would occur from disturbing such a site for these modifications. However, as Segment 5 was identified as having the potential to encounter contaminated soil during construction activities, the Segment 5 extensions and the potable water pipelines (which are adjacent to Segment 5) are determined to have potentially significant impacts. These potentially significant impacts would be mitigated through Adopted IS/MND mitigation measures Haz-1 (excavation monitoring) and Haz-2 (construction worker health and safety work plan). Similar to the Approved Project components, the proposed modifications, if constructed within the roadway ROW, could potentially interfere with emergency plans and procedures. With implementation of the construction measures in Appendix A ofthe Adopted IS/MND, including implementation of a traffic control plan, impacts from temporary roadway closures from the proposed modifications to emergency replace or evacuation plans would be less than significant. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There have been no substantial changes in hazards or hazardous materials conditions within the area of the proposed modifications since the adoption of the IS/MND. Additionally, no new information of substantial importance regarding hazards or hazardous materials has become available. Therefore, no changes in circumstances and no new information of substantial importance relative to hazards or hazardous materials have been identified. Conclusion None ofthe proposed modifications involve new significant impacts or a substantial increase in previously identified impacts related to hazards and hazardous materials. Additionally, there are no substantial changes to the circumstances under which the proposed modifications would be undertaken, and no new information of substantial importance regarding hazards and hazardous materials that was not known and could not have been known when the IS/MND was adopted. Therefore, the hazards and hazardous materials impacts and the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163. CMWD Phase Ill Recycled Water Project Addendum 16 March 2018 Hydrology/Water Quality Previous Analysis Analysis of hydrology/water quality impacts of the Approved Project are contained in the Adopted 15/MND, Section 9, pages 15-47 through 15-51. The Adopted 15/MND concluded that the storage tank would be a passive facility on an existing storage tank site and would not discharge pollutants into receiving waters, nor result in significant water quality impacts during and after construction, as no ground-disturbing activities would be required and potential pollutants would be contained within the existing drainage system of the site. The Adopted 15/MND determined that construction of Segments 5 and 7 would have the potential to contribute to a violation of water quality standards, the degradation of water quality, or increased erosion or flooding. However, through conformance with the Storm Water General Permit/General Linear Utility Permit, in addition to requirements established by the Cities of Carlsbad (Carlsbad Storm Water Standards Manual) and Oceanside (Oceanside Grading and Erosion Control Ordinance), where applicable, these impacts would be less than significant. Compliance with these measures includes implementation of a SWPPP and associated BMPs. These measures are further described in Appendix A of the Adopted 15/MND. If dewatering is required for an Approved Project component, dewatering and discharge activities would be subject to water quality guidelines outlined by the National Pollutant Discharge Elimination System (NP DES) administered by the San Diego Regional Water Quality Control Board (RWQCB). In addition, the measures listed in Appendix A to minimize potential water quality impacts include a spill contingency plan and requirements for groundwater disposal if encountered. Analysis ofthe Proposed Modifications Similar to the Approved Project components, the proposed modifications could result in short-term construction-related water quality, erosion, and flooding impacts that would be minimized through implementation of the features described in Appendix A of the Adopted 15/MND. In addition, if dewatering is required for the proposed modifications, the modifications would comply with the NP DES guidelines. With implementation of these features, impacts from hydrology and water quality from the proposed modifications would be less than significant. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There have been no substantial changes in hydrology or water quality conditions within the area of the proposed modifications since the time of the adoption of the 15/MND. Additionally, no new information of substantial importance regarding hydrology or water quality has become available. Therefore, no changes in circumstances and no new information of substantial importance relative to hydrology or water quality have been identified. Conclusion None of the proposed modifications involve new significant impacts or a substantial increase in previously identified impacts related to hydrology and water quality. Additionally, there are no CMWD Phase Ill Recycled Water Project Addendum 17 March 2018 substantial changes to the circumstances under which the proposed modifications would be undertaken, and no new information of substantial importance regarding hydrology and water quality which was not known and could not have been known when the 15/MND was certified. Therefore, the hydrology and water quality impacts and the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163. Land Use/Planning Previous Analysis Analysis of land use and planning impacts of the Approved Project are contained in the Adopted 15/MND, Section 10, pages 15-51 through 15-52. The Adopted 15/MND concluded that the Approved Project, whose components are located as underground facilities or improvements on CMWD property containing existing facilities, would not physically divide an established community. The Approved Project determined that construction would result in potential incompatibilities with surrounding land uses only if it would require roadway closures; however, the proposed modifications will not result in any roadway closures. With the implementation of a traffic control plan (as described in construction measures Appendix A of the Adopted 15/MND) this conflict would be less than significant. The Adopted 15/MND concluded that the Approved Project would result in temporary increases in noise levels from the operation of construction equipment; however, noise levels would comply with applicable noise ordinances and the CMWD would implement BMPs to minimize noise. The Adopted 15/MND concluded that the Approved Project was consistent with the city's General Plan, as the Approved Project would implement the recycled water infrastructure necessary to meet the land use goals established in the city's General Plan. The Adopted 15/MND stated that all projects located within the Coastal Zone will require review for consistency with the City of Carlsbad Local Coastal Program and California Coastal Act prior to issuance of a Coastal Development Permit (CDP). The storage tank would be located within the Coastal Zone; however, the Adopted 15/MND did not state this. As concluded by the Adopted 15/MND, the required review and issuance of CDPs would ensure that infrastructure projects would be consistent with the Local Coastal Program; individual components would require this review on a project-by-project basis. With this review, impacts to the Coastal Zone were concluded to be less than significant. Several components of the Approved Project were determined to result in potential impacts to sensitive species and habitat that are addressed within the City of Carlsbad Habitat Management Plan (HMP). Projects requiring approvals or permitting (e.g., HMP Permit) from the City of Carlsbad Planning Division were required to incorporate project-level avoidance and minimization measures into the project description to be consistent with the conditions of the City of Carlsbad HMP. In addition, the projects were required to implement project-specific procedures, protocols, and mitigation measures described in the City of Carlsbad HMP if sensitive species and habitat could be adversely affected by the project. Therefore, implementation of the Approved Project components was determined to not conflict with the adopted City of Carlsbad HMP and impacts would be less than significant. CMWD Phase Ill Recycled Water Project Addendum 18 March 2018 Analysis of the Proposed Modifications The proposed modifications would result in similar land use conflicts from roadway closures and construction noise as the Approved Project. With implementation of a traffic control plan, where applicable, and the construction BMPs described in Appendix A of the Adopted IS/MND, impacts from these conflicts would be less than significant. The proposed modifications would fu rther implement the recycled water infrastructure necessary to meet the land use goals established in the city's General Plan, and therefore the modifications would be consistent with the city's General Plan. The Segment 5 and 7 extensions and the Flower Fields pipelines would not be located in the Coastal Zone. The storage tank and the Palisades potable water pipelines would be located within the Coastal Zone. As with other Approved Project components, the proposed modifications in the Coastal Zone would require review for consistency with the City of Carlsbad Local Coastal Program and California Coastal Act prior to issuance of a CDP. With this review, impacts to the Coastal Zone would be less than significant. Similar to the Approved Project components, the proposed modifications were determined to result in potential impacts to sensitive species and habitat that are addressed within the City of Carlsbad HMP. Proposed modifications requiring approvals or permitting (e.g., HMP Permit) from the Carlsbad Planning Division would be required to incorporate project-level avoidance and minimization measures into the project description to be consistent with the conditions of the City of Carlsbad HMP. In addition, the proposed modifications would be required to implement project-specific procedures, protocols, and mitigation measures described in the Carlsbad HMP if sensitive species and habitat could be adversely affected by the project. Therefore, implementation of the proposed modifications would not conflict with the adopted City of Carlsbad HMP and impacts would be less than significant. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There have been no substantial changes in land use and planning policies or requirements within the area of the proposed modifications since the time of the adoption of the IS/MND. Additionally, no new information of substantial importance regarding land use has become available. Therefore, no changes in circumstances and no new information of substantial importance relative to land use have been identified. Conclusion None of the proposed modifications involve new significant impacts or a substantial increase in previously identified impacts related to land use and planning. Additionally, there are no substantial changes to the circumstances under which the proposed modifications would be undertaken, and no new information of substantial importance regarding land use and planning which was not known and could not have been known when the IS/MND was adopted. Therefore, the land use and planning impacts and the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163. CMWD Phase Ill Recycled Water Project Addendum 19 March 2018 Mineral Resources Previous Analysis Analysis of mineral resources impacts of the Approved Project are contained in the Adopted IS/MND, Section 11, pages IS-52 through IS-53. The Adopted IS/MND concluded that the components would not result in the loss of availability of a known mineral resource or locally-important mineral resource recovery site delineated on an applicable plan. Analysis of the Proposed Modifications Similar to the Approved Project, the pipeline improvements and the storage tank would not be located in areas known to have mineral resources or areas delineated as a mineral resource site, and no impacts to mineral resources would occur. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There are no changes with respect to circumstances under which the proposed modifications would be undertaken, and there is no new information of substantial importance that has become available relative to mineral resources. No substantial changes to these resources have occurred since adoption of the IS/MND, and no substantial new mineral resources have been identified within the vicinity of the proposed modifications. Conclusion Based on the above, no new significant mineral resources impacts or a substantial increase in previously identified impacts would occur as a result of the proposed modifications. Therefore, the impacts to mineral resources from the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Section 15162 and 15163. Noise Previous Analysis An analysis of noise impacts for the Approved Project are contained in the Adopted IS/MND, Section 12, pages IS-53 through IS-56. As described in the Adopted IS/MND, the CMWD committed to the measures list in Appendix A during construction of the Approved Project to minimize noise effects to surrounding neighborhoods, including distancing noise sources from residences, compliance with applicable noise ordinances, and providing notice of construction to residents and property owners. The Adopted IS/MND concluded that operation of the pipeline projects and storage tank would be passive and would not result in permanent increases in the ambient noise environment. CMWD Phase Ill Recycled Water Project Addendum 20 March 2018 No pile driving or blasting would occur with the Approved Project. Vibration impacts from project construction on Segment 5 were identified by the Adopted IS/MND as having the potential to impact nearby structures and vibration-sensitive equipment and operations at commercial and industrial land uses . The Adopted IS/MND concluded that residential development would not include vibration sensitive equipment that would be impacted by construction vibration. As listed in Appendix A of the Adopted IS/MND, project construction would provide advanced notice of construction, between two and four weeks prior to construction, to residents or property owners within 300 feet of the alignments. The announcement will state specifically where and when construction will occur in the area. With this adequate notification to prepare for potential vibration, impacts from construction vibration were concluded to be less than significant. Analysis of the Proposed Modifications Similar to the Approved Project components, the proposed modifications would implement the construction features described in Appendix A of the Adopted IS/MND. With implementation of these features, impacts from construction noise would be less than significant. Once operational, the proposed modifications would be passive and would not result in permanent increases in the ambient noise environment. The Segment 5 extension, on Monroe Street, would be constructed near commercial land uses. Therefore, there would be a potential for construction vibration to affect the commercial development. As with the Approved Project, construction of the proposed modifications would provide advanced notice of construction, between two and four weeks prior to construction, to residents or property owners within 300 feet of the alignments. The announcement will state specifically where and when construction will occur in the area. With this adequate notification to prepare for potential vibration, impacts from construction vibration were concluded to be less than significant. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There have been no substantial changes in noise or vibration policies or requirements within the area of the proposed modifications since the time of the adoption of the IS/M ND. Additionally, no new information of substantial importance regarding noise or vibration has become available. Therefore, no changes in circumstances and no new information of substantial importance relative to noise or vibration have been identified. Conclusion None of the proposed modifications involve new significant impacts or a substantial increase in previously identified impacts related to noise and vibration. Additionally, there are no substantial changes to the circumstances under which the proposed modifications would be undertaken, and no new information of substantial importance regarding noise and vibration which was not known and could not have been known when the IS/MND was adopted. Therefore, the noise and vibration impacts and the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163. CMWD Phase Ill Recycled Water Project Addendum 21 March 2018 Population and Housing Previous Analysis Analysis of population and housing impacts of the Approved Project are contained in the Adopted IS/MND, Section 13, page IS-56. The Adopted IS/MND concluded that the components would have no impact on population growth or on displacing housing or people. Analysis of the Proposed Modifications Similar to the Approved Project, the pipeline improvements and the storage tank would not directly or indirectly induce population growth because the projects have been developed to accommodate projected population growth and associated demand. Furthermore, the Approved Project would not displace housing or people, and therefore, no impacts would occur. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There are no changes with respect to circumstances under which the proposed modifications would be undertaken, and there is no new information of substantial importance that has become available relative to population and housing. No substantial changes to population and housing have occurred since adoption of the IS/MND. Conclusion Based on the above, no new significant population and housing impacts or a substantial increase in previously identified impacts would occur as a result of the proposed modifications. Therefore, the impacts to population and housing from the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163 Public Services Previous Analysis Analysis of public services impacts of the Approved Project are contained in the Adopted IS/MND, Section 14, page IS-57. The Adopted IS/MND concluded that the components would have no impacts public services such as fire protection, police protection, schools, parks, and other public facilities. Analysis of the Proposed Modifications Similar to the Approved Project, the pipeline improvements and the storage tank would not result in impacts to fire protection, police protection, schools, parks, or other public facilities. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There are no changes with respect to circumstances under which the proposed modifications would be undertaken, and there is no new information of substantial importance that has become available CMWD Phase Ill Recycled Water Project Addendum 22 March 2018 relative to public services. No substantial changes to public services have occurred since adoption of the 15/MND. Conclusion Based on the above, no new significant public services impacts or a substantial increase in previously identified impacts would occur as a result of the proposed modifications. Therefore, the impacts to public services from the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163. Recreation Previous Analysis Analysis of recreation impacts of the Approved Project are contained in the Adopted 15/MND, Section 15, page 15-58. The Adopted 15/MND concluded that the components would not result in increased use of recreational facilities or require the construction of new facilities, and no impacts would occur. Analysis of the Proposed Modifications Similar to the Approved Project, the pipeline improvements and the storage tank would not increase use of recreational facilities require the construction of new facilities, and no impacts would occur. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There are no changes with respect to circumstances under which the proposed modifications would be undertaken, and there is no new information of substantial importance that has become available relative to recreation impacts. No substantial changes to recreation impacts have occurred since adoption of the 15/MND. Conclusion Based on the above, no new recreation impacts or a substantial increase in previously identified impacts would occur as a result of the proposed modifications. Therefore, the impacts to recreation from the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Section 15162 and 15163. Transportation/Traffic Previous Analysis Analysis of traffic impacts are contained in the Adopted 15/MND, Section 16, pages 15-58 through 15-60. The Adopted 15/MND concluded that the Approved Project would result in temporary impacts to traffic circulation, emergency access, and pedestrian and bicycles facilities from construction-related traffic, due to potential disruption of traffic from lane closures, detours, and increased traffic. Through preparation of a traffic control plan, as described under Transportation/Traffic in Appendix A of the CMWD Phase Ill Recycled Water Project Addendum 23 March 2018 Adopted 15/MND, these disruptions would be minimized or avoided and impacts would be less than significant. The Adopted 15/MND also concluded that long-term traffic impacts from maintenance and repair activities would be less than significant, due to the small number oftrips that these activities would add to total daily traffic on the roadways. Analysis of the Proposed Modifications Similar to the Approved Project components, the proposed modifications could result in short-term construction traffic impacts during construction, due to temporary impacts to t raffic circulation, emergency access, and pedestrian and bicycles facilities. As with the Approved Project, the proposed modifications would implement preparation of a traffic control plan, as described under Transportation/Traffic in Appendix A of the Adopted 15/MND. With implementation of the plan, these disruptions would be minimized or avoided and impacts would be less than significant. After construction, vehicle trips associated with maintenance and repair of the facilities are considered similar to those previously analyzed under the Adopted 15/MND and would not be considered new t raffic trips. Impacts from operational traffic would be less than significant. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There have been no substantial changes in transportation and traffic conditions within the area of the proposed modifications since the time of adoption of the 15/MND. Additionally, no new information of substantial importance regarding transportation and traffic has become available. Therefore, no changes in circumstances and no new information of substantial importance relative to transportation and traffic have been identified. Conclusion None of the proposed modifications involve new significant impacts or a substantial increase in previously identified impacts related to transportation and traffic. Additionally, there are no substantial changes to the circumstances under which the proposed modifications would be undertaken, and no new information of substantial importance regarding transportation and traffic which was not known and could not have been known when the 15/MND was adopted. Therefore, the transportation and traffic impacts and the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163. Utilities and Service Systems Previous Analysis Analysis of utilities and service systems impacts of the Approved Project are contained in the Adopted 15/MND, Section 17, pages 15-61 through 15-62. The analysis of utilities and service systems in the Adopted 15/MND determined that Approved Project components would use water for fugitive dust control and trench compaction during construction. However, this use would be temporary and limited to relatively small amounts, and sufficient water CMWD Phase Ill Recycled Water Project Addendum 24 March 2018 supplies would be available. Impacts from solid waste generation were concluded to be less than significant, as construction waste would be temporary and limited to small amounts and operation would not generate solid waste that would impact the permitted capacity of area landfills. The Approved Project was concluded to not result in impacts to wastewater treatment requirements or environmental effects from construction of new water or wastewater facilities. Analysis of the Proposed Modifications The proposed modifications would result in similar impacts to the Approved Project. Water for fugitive dust control and trench compaction during construction would occur; however, the work would be temporary and limited to relatively small amounts. Solid waste would be disposed of similar to the Approved Project. The proposed modifications would not require construction of previously unidentified water or wastewater facilities. Therefore, the proposed modifications would not result in any new significant impacts or increase the severity of impacts identified in the Adopted 15/MND, and would not change the conclusion that less than significant impacts to utilities and service systems would occur. Substantial Changes with Respect to the Circumstances under which the Project is Undertaken/New Information of Substantial Importance There have been no substantial changes in utilities and service services, or to the requirements of agencies that provide such services within the area of the proposed modifications since the adoption of the 15/MND. Additionally, no new information of substantial importance regarding utilities and service systems has become available. Therefore, no changes in circumstances and no new information of substantial importance relative to utilities and service systems have been identified. Conclusion None of the proposed modifications involve new significant impacts or a substantial increase in previously identified impacts related to utilities and service services. Additionally, there are no substantial changes to the circumstances under which the proposed modifications would be undertaken, and no new information of substantial importance regarding utilities and service systems which was not known and could not have been known when the 15/MND was adopted. Therefore, the utilities and service systems impacts and the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163. Mandatory Findings of Significance Previous Analysis The mandatory findings of significance analysis are included in the Adopted 15/MND, Section 18, pages 15-63 through 15-67. The Adopted 15/MND concluded the Approved Project would have the potential to degrade the quality of the environment through indirect runoff impacts to wetlands and sensitive natural communities, and inadvertent intrusions of construction equipment and personnel into the sensitive natural communities. With implementation of mitigation measures Bio-lA through Bio-lF, the biological resource impacts would be mitigated to less than significant. CMWD Phase Ill Recycled Water Project Addendum 25 March 2018 The Adopted IS/MND also concluded that the Approved Project would result in a substantial adverse effect on humans related to impacts on natural habitat and exposure to hazardous materials. These potential impacts would be mitigated to less than significant through implementation of mitigation measures Bio-lA through Bio-lF, Haz-1, and Haz-2. Analysis of the Proposed Modifications Similar to the Approved Project, the proposed modifications would have the potential to degrade the quality of the environment through indirect runoff impacts to wetlands and sensitive natural communities, and inadvertent intrusions of construction equipment and personnel into the sensitive natural communities. With implementation of mitigation measures Bio-lA through Bio-lF, the biological resource impacts would be mitigated to less than significant. In addition, the proposed modifications would result in a substantial adverse effect on humans related to impacts on natural habitat and exposure to hazardous materials. These potential impacts would be mitigated to less than significant through implementation of mitigation measures Bio-lA through Bio-lF, Haz-1, and Haz-2. Substantial Changes with Respect to the Circumstances under which the Proposed Modifications are Undertaken/New Information of Substantial Importance There are no changes with respect to circumstances under which the proposed modifications would be undertaken, and there is no new information of substantial importance that has become available relative to the mandatory findings of significance analysis. Conclusion Based on the above, no new significant mandatory findings of significance impacts or a substantial increase in previously identified impacts would occur as a result of the proposed modifications. Therefore, the impacts to mandatory findings of significance from the proposed modifications do not meet the standards for a subsequent or supplemental MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163. 5. Conclusion Impacts associated with the proposed modifications would not result in a new significant impact or substantial increase in the severity of previously identified impacts per the Adopted IS/MND, the focused biological resources study or Class I cultural resource inventory. There are no substantial changes to the circumstances under which the proposed modifications would be undertaken, and no new information of substantial importance which was not known and could not have been known when the IS/MND was adopted. Therefore, the proposed modifications do not meet the standards for a subsequent or supplemental 15/MND as provided pursuant to CEQA Guidelines, Sections 15162 and 15163. As such, this Addendum to the Adopted IS/MND satisfies CEQA requirements for the proposed modifications described herein. CMWD Phase Ill Recycled Water Project Addendum 26 March 2018 6. References ASM Affiliates Inc. (ASM). Addendum Report: Class I Cultural Resource Inventory for Amendments to Segments 5 and 7, Potable Water Pipelines, and the D Tank Site for the Carlsbad Municipal Water District Phase Ill Recycled Water Project, City of Carlsbad, San Diego County, California (ASM Project No. 20460). March 26, 2018. Class I Cultural Resource Inventory for the CMWD Phase Ill Recycled Water Project. May 2014. Carlsbad Municipal Water District (CMWD). Evaluation Fo rm for Environmental Review and Federal Coordination for the State Water Resources Control Board SRF Program Application Carlsbad Municipal Water District Phase Ill Recycled Water Project. May 2013. 2012a. CMWD Phase Ill Recycled Water Project Initial Study/Mitigated Negative Decla ration (EIA 12-02). SCH No. 2012091049. Available on-file at the City of Carlsbad. November 2012. 2012b. City of Carlsbad Sewer Master Plan and Carlsbad Municipal Water District Water and Recycled Water Master Plans Update Final Program Environmental Impact Report (EIR 12-01). Available on-file at the City of Carlsbad. SCH No. 2012021006. October 2012. City of Carlsbad. Final General Plan & Climate Action Plan, September 2015, Final Environmental Impact Report (SCH#2011011004, dated June 2015. HELIX Environmental Planning, Inc. (HELIX). Update to the Biological Resources Study and IS/MND findings for Carlsbad Municipal Water District Phase Ill Recycled Water Project. March 30, 2018. Biological Resources Study for SRF Program Application Carlsbad Municipal Water District Phase Ill Recycled Water Project. May 2013. CMWD Phase Ill Recycled Water Project Addendum 27 March 2018 PACIFIC OCEAN RW SEGMENT 5-3 PW FLOWER FIELDS ~U'./ITY~I\~ DECLARATION OF ENGINEER OF WORK ! f H!,RC:l.lY DE:.CLAR!, THAT THE OESlGN OF THE IMPROVEMENTS AS~ (CM/N Cl,I THESE Pl.Al'ISCOMFUES WITII PROFF.'SSIOOAJ... l".NGINEERaiG STANDARDS "NO PRACTICES. AS Tl-Cle ENGINeER IN RESPONSIBI..£ CHARGE OF r~E DESIGN OF Tl-ESE IMPROVEMENTS, I ASSUME FUU RE:SP0N6lill..E CHAAGE FOR SUCHO~IGl'l. ! U140ERSTMID MIO ACKNOM.EOGETHATTHE PLAN CHECK Qf"TI-ESE Pl.AAS BY THE CITY a:"C/V'lLSaA.D IS A RIM~ FOR THE: U~IITEO PLIRPOSE CF ENSUR:NO THE RANS COMPl Y WITH CfN f'JROCffiURES AND OTHER APPLICAflLE POllCIES #ID 0RDl14IINCE5. rnl= !'\.AN CHECK IS 1,/QT A DETERMINATION CF THE TH:HNICAL AOEOOACYOF TI-E DESIGJ OF Tl-IE IM~OVEMENTS SUCH PLAN CHECK DOES MOT, THEREFORE. RELIEVE ~IE OF MY RESP0NS18JLITYF0R THE DESICltl OF THESE IMPROVEMENTS. AS ENGINEER OF 'M:JRK, I AGREE TO IN:>EMf/lFY NiD SAVE Tf-E Cl1Y CFCAALSBAD: rrs'OFFJCEF!s. AGENTS, ANO F.MPLOYF.l";S HARMlESSFROM AN'( ANO ALL LIABILITY, CLAIMS, DAMAGF.S, 0~ P•,IJlf.111:'S TO MN Pl:RSCf'I OR PRCPERTYWHICH MIGHT ARISE FROM n--lE NEGl.lGeIT ACTS, ERRa;tSOO OMISSIONS OF THE ENGINEER OF WORK, MY EMPLOYEES. AGElfTS, OR CONSULTANTS. CONSTRUCTION PLANS FOR THE CDP 2018-0011 SUP 2018-0001 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 CONTRACT NO. 5208-B Municipal Water District . CARLSBAD, CALIFORNIA BOARD OF DIRECTORS MA TT HALL -PRESIDENT CORI SCHUMACHER -BOARD MEMBER MARK PACKARD -BOARD MEMBER KE/7H BLACKBURN -BOARD MEMBER MICHAEL SCHUMACHER· BOARD MEMBER KEVIN CRAWFORD EXECUTIVE MANAGER MARCH 2018 -CDP 2018-0011 -SUP 2018-0001 LOCATION MAP -Other RW Segment 5 Work "RECORD DRAWING" fsorol1 CITY OF CARLSBAD l---t---+----------+--,t---+--+---ILQ1_jl UTILITIES DIVISION 1---1---+----------+--,t---+--+---I MPROVEAlfNTPU.11 FOR ~ I I Kannedl(Jenlm Co119u11an19 TITLE SHEET FINAL DRAFT TOLL F~EE !!00-4~-413:l iliST1WODA; NOT FOR CONSTRUCTION Eng) ...... & lclentfll8 !RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 51 9655 GRtfNTE01~:E c~Rl~i2~TE 210 I ACCEPTED BY: I 858-676-7500 1--1--1-----------t--,1--+-+---I DISffilCT ENGINEER DATE I _v~:~ !_''"_"~Iv~,~-!_':'.~'~ ll~~~kEI PR5208~B-l1DR508~60J JflL.2018 REVISION DESCRIPTION DRAWING INDEX GENERAL DRAINING INDEX, LEGEND & ABBREVIATIONS " 05 CIVIL G-04 KEYMAPI G-05 CIVIL NOTES, SURVEY NOTES & CUSTOMER LIST FILL STATION DETAIL C-03 ClVlLDETAILS C-04 CONNECTION DETAILS " ~ RW P&P, CANNON RD C-08 RW P&P, CA_!JNON RD C-00 SEGMENT 2 CANNON ROAD CIVIL SEGMENT S-1 C-11 RWP&P, KELLY DR C-12 RW P&P, KELLY OR C-13 RWP&P, KELLY DR " C-14 RWP&P, TAMARACK AVE 20 C-15 RWP&P, TAMARACK AVE RWP&P, TAMARACK AVE RWP&P, TAMARACK AVE " c.,a RWP&P, TAMARACK AVE 24 C.'9 RWP&P, TAMARACK AVE C.20 RWP&P, TAMARACK AVE c." RWP&P, TAMARACK AVE C.22 RWP&P, PALISADES DR/EPOINT AVE " C-23 RWP&P. HIGH RIDGE AVE 29 C.24 RWP&P. HIGH RIDGE AVE STA1+00TOSTAB+S0 STA8+50TOSTA 15+19 NCTDRRTUNNELXING PLAN AND PROFILE JAC)(&BOREDETAILS ALIGNA-STA1+00TOSTA7+oo ALIGNA-STA7+00TOSTA15+50 ALIGNA-STA15+50TOSTA20+58 ALIGNS-STA1+00TOSTA9+50 ALIGN B-STA 9+50 TO STA 19+50 ALIGNB-STA19+S0TOSTA29+50 AUGNB-STA29-+S0TOSTA39+oo ALIGNB-STA3EH-OOTOSTA48+oo ALIGNS-STA46+00TOSTA57+50 ALIGNB-STA57+50TOSTA66+50 ALIGNS-STA66+50TOSTA77+55 ALIGNC-STA2+53TOSTA12+00 ALIGNC-STA12<-00TOSTA22+00 ALIGNC-STA22+00TOSTA26+12 RWP&P, TELESCOPE AVE/SPYGLASS CT ALIGN N • STA 1+0DTOSTA 6+86 RWP&P, PALISADES DR ALIGND-STA1+oDTOSTA!HOO RWP&P, BJRCI-IV'KXO CR ALIGNE-STA1+oDTOSTA4+39 C-28 RWP&P, REGENT RD ALIGNF-STA3+38TOSTA1o+OO 3' C.29 RW P&P, REGENT RD AUGNF-STA1D+OOTOSTA16+71 35 C-30 RW P&P, SALISSURY DR AUGNG-STA1+89TOSTA10+00 ca, RW P&P, SOUTHAMPTON RO ALIGNG-STA1D+OOTOSTA19+00 " c_,, RW P&P, SOUTHAMPTON RO AUGNG-STA19+00TOSTA28+00 39 C-33 RW P&P, SOUTHAMPTON RD ALIGNG-STA28+00TOSTA37+00 39 C-3< RW P&P, SOUTHAMPTON RO ALIGNG-STA37+0DTOSTA40+78 40 C-35 RW P&P, (X)RCHESTER PL ALIGNH-STA1+00TOSTA5+71 C-36 RW P&P, CARNASY CT ALIGNI- STA1+00TOSTA3+82 " C07 RW P&P, BUCKINGHAM lN ALIGNJ-STAJ+J5TOSTA6+63 43 C-38 RW P&P, Cl-ELSEA CT ALIGNK-STA1+00TOSTA6+16 RW P&P, CHANCERY CT AUGNL-STA1+00TOSTA4+97 RW P&P, l'UNTIAC DR ALIGNM-STA1+00TOSTA9+50 " ca, RW P&P, PONTIAC DR AUGNM-STA9+50TOSTA13+82 CIVIL SEGMENT 5-3 RW P&P, EL CAMINO REAL AL.IGNA-STA1+00TOSTA1D+OD RWP&P, EL CAMINO REAL ALIGNA-STA1o+OOT0STA20+D0 " e-.,, RW P&P, EL CAMINO REAL AUGNA-STA2o+OOTOSfA29+50 50 C-<5 RWP&P, EL CAMINO REAL ALIGNA-STA29+50TOSTA39+00 RWP&P, EL CAMINO REAL ALIGNA-STA39tOOTOSTA48+50 RWP&P, EL CAMINO REAL ALIGNA-STA4B+50TOSTA5e+OO RWP&P, El CAMINO REAL ALIGN A-STA 5B+OOTOSTA67+50 RWP&P, KAYMAR DR ALIGNA-STA67+50TOSTA77+00 5S C.50 RWP&P, KAYMAR DR ALIGNA-STA77+00TOSTA80+74 " C.51 NOT USED C-52 RWP&P, MARRON RD ALIGN B-STA 11+41 TOSTA2D+OO RWP&P, MARRON RD ALIGNB-STA2D+OOTOSTA29+00 RWP&P, MARRON RD ALIGNS-STA29+00TOSTA38+50 RWP&P, MARRON RD ALIGNB-STA313-+50TOSTA48+00 RWP&P, MARRON RO ALIGNS-STA48+00TOSTA57+00 RWP&P, MARRON RD/ AVENIDA DE ANITA ALIGN B-STA57+00TOSTA62+23 RWP&P, MONROE ST ALIGNC-STA1+D0TOSTAB+39 DRAWING INDEX (CONT) ~ C-59 RW P&P, TAMARACK AVE CIVIL FLO'M::R FIELDS & PALISADES POINT C-61 PW Pl.AN, FLO'v'v£R FIELDS C-62 PW PL.AN, CARLSBAD PALISADES C-63 PW PROFILES, Fla,.,\,'ER FIELDS C-64 PW PROFILES, CARLSBAD PALISADES PW PROFILES, CARLSBAD PALISADES TRAFFIC COITTROL TRAFFIC CONTROL SHEET INDEX 73 TC-3 TRAFFIC CONTROL SHEET INDEX 74 TC-4 TRAFFIC CONTROL SHEET INDEX 75 TC-6 TYPICAL LATERAL CURB LANE CLOSURE 77 TC-7 STAGE1TRAFFICCONTROL " 83 " 85 " 87 96 96 "'' 105 ,,, ,,, ,,, ,,. ,,, 122 1'4 1'5 TC-24 TC-25 TC-26 TC-27 TC-28 TC-29 TC-30 TC-31 TC-3, TC-33 TC-34 7C-35 7C-36 TC-37 7C-38 TC-39 7C-<O TC-<1 7C-<2 TC-<> TC-46 TC-47 TC.<a TC-49 TC-50 TC-51 TC-52 TC-53 TC-54 TC-55 TC-56 TC-57 TC.58 ST AGE 1 TRAFFIC CONTROL STAGE 21RAFFICCONTROL STAGE 3 TRAFFIC CONTROL STAGE 4 TRAFFIC CONTROL ST AGE 5 TRAFFIC CONTROL STAGE 61RAFFICCONTROl STAGE 7 TRAFFIC CONTROL STAGE 8 TRAFFIC CONTROL STAGE 9TRAFFICCONTROL STAGE 10 TRAFFIC CONTROL ST AGE 11 TRAFFIC CONTROL ST AGE 12 TRAFFIC CONTROL STAGE 13 TRAFFIC CONTROL STAGE 14 TRAFFIC CONTROL ST AGE 15 TRAFFIC CONTROL ST AGE 16 TRAFFIC CONTROL STAGE 17 TRAFFIC CONTRO.. STAGE 17 TRAFFIC CONTRO.. ST AGE 1 S TRAFFIC CONTROL STAGE 19TRAFFICCONTROL STAGE 20 TRAFFIC COOTROL STAGE 21 TRAFFIC CONTROL STAGE 22 TRAFFIC CONTROL STAGE23 TRAFFIC CONTROL STAGE 24 TRAFFIC CONTROL STAGE 25 TRAFFIC CONTROL STAGE 26 TRAFFIC CONTROL STAGE 27 TRAFFIC CONTROL STAGE 28TRAFFIC CONTROL STAGE 29TRAFFIC CONTROL STAGE 30 TRAFFIC CONTROL STAGE 31 TRAFFIC CONTROL STAGE 32 TRAFFIC CONTROL STAGE33 TRAFFIC CONTROL STAGE34TRAFFIC CONTROL TYPJCAL LATERAL CENTER CLOSURE TYPICAL LATERAL CURS LANE CLOSURE STAGE 35 TRAFFIC Ca,.rfROL STAGE 36 TRAFFIC COOTROl STAGE 37 TRAFFIC CONTROL ST AGE 38 TRAFFIC CONTROL STAGE 39 TRAFFIC CONTROL ST AGE 40 TRAFFIC CONTROL STAGE 41 TRAFFIC CONTROL STAGE 42 TRAFFIC CONTROL STAGE 43 TRAFFIC CONT Ra.. ST AGE 44 TRAFFIC CONTROL STAGE 45 TRAFFIC CONTROL ST AGE 46 TRAFFIC CONTRa.. STAGE 47 TRAFFIC CONTRa.. STAGE 48 TRAFFIC CONT Ra.. ALIGNA,B&C ALIGNA,B,C,D&G AUGNE,F,H&I (SHEET10F3) (SHEET20F3) (SHEET30f3) (SHEET10F2) (SHEET20F2} [SHEET10F2) (SHEET20F2) WORK TO BE DONE THE IMPROVEMENT\j\()RK SHALL BE PERFORM EDIN ACCOROANCE'MTHTHE FOUO'MNG DOCUMENTS, CURRENT AT'rHETlME OF CONSTRUCTION, AS DIRECTED BYTHECIT'l'ENGINEER. ~-THEST1'NOAROSPEC1FICATIONSFORPUBLJCV.ORKSCONSTRUCT10N(GREEN BOOK)CURRENTEDITION. 5. THE SAN DIEGO AREA REG!ONAL STAND,1,RO DRA'MNGS AND AS MAY BE MODIFIEOBYTHECITYOFCARLSBADSTANDAROS. 6. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBCX>K ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL ABBREVIATIONS ABAND ABANDONED AB,A.B. AGGREGATE BASE.ANCHOR BOLT AC.A.C. ASPHALT CONCRETE ' "' ASBESTOSCEMENTPIPE '° '"""· ADDITIONAL " ADJ. AD.k.lSTABLE " ,CG AGGREG1'TE "'™ ALUMINUM ALIGN ALIGNMENT M~ '"' APPROVEOMATERIALUST "" ,l,PPRO. APPROXIMATELY MECH '""' 1'SPHALT ~~R,MNFR 1'SSEM8LY AUTOMATIC AIR VACWM RELEASE VALVE ~;D Se BLIND FLANGE '" BUITERFLYVALVE " SCOG BUILDING SM BENCHMARK ~~ 80 BLOW-OFF soc BEGINNING OF CURVE '°'° = BEGINNING OF PIPE "~ :T,BOTT BOTTOM •c BALL VALVE ""· C wa,e "" CAL TRANS g:~l[f~ilA DEPARTMENT OF TRANSPORTATION ,r5 CATV oc CL,Q_ CENTERLINE 00 CLSM CONTROLLED LOW STRENGTH MATERIAL '" "' CLEAR(ANCE:) ~ CM= CARLSBAD MUNICIPAL WATER DISTRICT "' co CLEANOIJT " CO«C CONCRETE "'" CONST CONSTRUCTION com CONTINU(ED),(QUS) '" " g~~~POINT,CATHODIC PROTECTION " C"-G ~c CTS CATHOO!CTESTSTATION -Jf: .. _ . .1~r~~ ' REINF REQ'D ,w DIM DIMENSION "'"' DIP oucnLE)RONPIPE ,~ " °""" ov.G(S) ORAIMNG(SJ ' ~~RICAL,EAST 5 50 " SDMH " E1'CHF,.,CE seer ~tL ELEV ELEVATION Se ec= '"' !gf(T) !~g'gfWi~1iE SPEC ro ea EQUAL SS7 EOlJIP EQUIPMENT m ~ST,(E) EXISTING srn EACH WAY ,m :R(UCT) ~~ ~~Jo;~goJ~~ADAMER ' ec, rn ~ ~\'.;.,~gRANT ffiM " "' SCG Fl.ANGE ir~OC,TC '"" FLEXIBLE G G<S rn, G"-' GALVANIZED GS GRADE BREAK GI GALV1'NIZEDIRON w HIGH DENSITY POLYETHYLENE w HORIZONTAL -, HIGHPOINT -w, INSIDE DIAMETER WM' IN\IERTELEVATION '" INCHES . '" ""'"" '" IRONPIPESlZE . @ ~~i!TH,UNE LONG RADIUS LEFT TURN MAXIMUM MANUALAIRRElEASEANOVACUUM MECHANICAL MANUFACTURER ~~~~CAL JOINT i~~EOUS ""'"" """ NOTAPPLJC1'8LE NORTHCOUNTYTRANSITDISTRICT NATIONAL GEODETIC VERTICAL DATUM NOTINCONTRACT NUMBER NATIONAL PIPE THREAD NOTTO SCALE ON CENTER OUTSIDE DIAMETER PLAN&PROF1LE POINTOFCURVE(BEGINCURVE:J ~~~~~:SECTION PRESSURE RELEASE VALVE, PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH ~~Tu~~~~~:~CURVE) RADIUS REJNFORCE[D),(MENT) REQUIRED RECYCLED WATER RESILIENT'M=OGEGATEVALVE RIGHTOFWAY =·= STORM DRAIN MANHOLE SECTION SQUARE FOOT e«m =:tTION(S) STAINlESSSTEEL STA1'0N STANDARD ma ~~~~~~L~L) ~~~lJ~l:~E TEMPOR1'RY BENCHMARK TOPANOOOTTOM TOP OF CONCRETE ;:~~:~~~? HEAD TOP OF PAVEMENT :1~ER, 'M:LOED, WEST WATER MANHOLE """"" WATERV,.,LVE WELOEOWIREF"8RIC :gNO,NUMBER " CDP 2018-0011 SUP 2018-0001 GENERAL LEGENDS i----:.----~-·,, I EUVIRONMENTAUY SENSITIVE p / ;; ;;p;,.y;J f>,.%%,~~)0)-~ NAnvEEARTH1NsEcT10N !Wi#Wi#Wi#Wij coM,~ffO "''"'" "'"'°" l "_:.~: .. ~~-. :--:\.::. ~:·-:; .j CONCRETE IN SECTION ~ CRUSHEDROCKINSECTION p ' ~ EXISTINGSTRUCTURE(E) C=:J NEWSTRUCTURE(N) ',,-·:.--"-N-----', EXISTINGWATERLINE ',----OH-OH-----', OVERHEAD ELECTRICAL <,--t -T---<, 9URIEDTELEPHONEC1'8lE -x-x-x---0---) UTILITYPOLEW/GUYWRE t;,, PIPING SYMBOLS 10+00 •..........+---, PIPEIJNE1'LIGNMENT RECYCLEOWATERSERVICE ---MAR(PLAN) ,1,VAR(PLAN) --0---BO(PLANJ -----<0--GV(PLAN) <Sl -II--FC"(PI.ANJ T MI\R(PROFILE) l AVAR.jPROFlLE) l " GVPROFILE) ~~/~:~::~A O(SCIPLJNEOESIGNATION USEDONLY'M--IENGOING ~~;:1E~~:i~ "-::~~~UMBER "RECORD DRAWING" ~ fsi<mll CITY OF CARLSBAD lj'"""I L_jgJ I UTILITIES DIVISION 11 128 FINAL DRAFT l1--=-:-=---1l1Nl<ennadw'Jenbii.m._~;;i;;;Co119Ur.;;;;;;;,lbml9h•;-j:=+=+==========:::t=±=t=c::J ~;;,_;~;:r,;;;X, LEGEND & ABBREVIATION~ '"5 "!~"\'=. t~~ntlm ~ecYc,eo wA7ER PHASE III PIPELINE exPANS/DN sEcMENr 51 NOT FOR CONSTRUCTION 1 s~H8gJ:io76~~5~12J I ACCEPTED BY: I I .DISTRICT ENGINEER ~--~~~ __ ':'.'.~ OA~c:~:AL 1~~Bi~~ ~II PR52Q8~B· ll0R5(/8~6o. p:;;;;T :~~':.~ 3/~~~18 !EN:: r;;:K REVISION DESCRIPTION ~d h~ • ! ~ h~ ~ ~ § i l= 3: Ui i e ~ e ffi. . ~ I I ~ !. 15 i • • Iii ffi ~ ~ II ~ ~ ~ i . ~ i q w ~ < t i ~ f ~ I '3 ! ' ~~ ~ • !! u I ~ h ~ i u u -~ ~' ~ ll w ~ ~ 'i! i i 5 ii i ~ ~1 n ~ i ll ~ 11 ~ ~ ~ 5 ~: ~ q ~ ~ I ~ !!'i! !1 8 ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ i ~~ ~ I • ll . ~ ~ "8 u ~~ ~ ti ~ ~ ~ ~ ~ ~ ~ L: <., ~ ~ ll ~-: ~ ~ ~ q ~ ~ I ~ H p ii i ~ ii ; ~ ffi H d ~. '' ~ 8 i I~ ~: !; H ; ~ ; i ; t ; t • 0 : ~ ~ ~ ~ ~: ~ 0 • 0 •• RECYCLED WATER SEGMENT 5-1 C-22 C-12 I § l I m 11 l i ~ ; i ~ Ii C-07 RECYCLED WATER SEGMENT 2 C-08 \ \ \ \ C-19 CDP 2018-0011 SUP 2018-0001 RECYCLED WATER SEGMENT 5-1 ENLARGED VIEW C-37 t C-21 t C-20 C-33 C-41 t t "RECORD DRAWING" ! ~-.,.... \ I ,NSPECTOR "" ~ \"\' .·· \\~ fwrrll CITY OF CARLSBAD IISH""I 6 , L.Q1_j UTILITIES DMSION 128 I \ ~ Kannedl(Jenka Conadtanlll "'"''"'""'"' ,oo, KEY MAP I G-04 f FI NA L EnglnNn & lclentlm EcrcLEo wArER PHASE m PIPELINE EXPANstoN sEGMENr si ~ DRAFT 9655 GR:~~TEOl~g:\~Rl~i2~TE 2\0 !ACCEPTED BY: I j NOT FOR 959-676-7500 o1sm1cr ENGINEER DATE II OWN BY:---==---PROJECT NO. DRAWING NO. ~ CONSTRUCTION SUBMIITTD· SARN-l WILLIAMS 3/2/201a ~~ OATE tl'IML !) ... TE ~ITIAL CHKO BY:~11 5208-B I 508-6 i PROJ:CT MANAGER DATE £/ICll<EEll OF WO!IK REVISION DESCRIPTION OTHER ll!'PROVAL Accu>n:o RVWO BY: ....§Q;L CDP 2018-0011 SUP 2018-0001 ! f I § • ~ ~· l • i f ! I f a RECYCLED WATER SEGMENT 5-3 C-52 ' ' C-57 ·' I '..:, t \_ POTABLE WATER FLOWER FIELDS SEE BELOW RIGHT C-45 C-42 I 1 I RECYCLED WATER SEGMENT 7 t POTABLE WATER FLOWER FIELDS t C-61 "RECORD DRAWING" f ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ t FINAL Kannedw',JenbComultanb IX]fCTTY OF CARLSBAD ' """""-' DRAFT --':e.°'-·--"" mrno. " /i;i/m "' KEY MAP 11 NOT FOR S'8-6'6-7S00 ~ECYCLEDWATERPHAS CONSTRUCTION SUBMIITTD· SMAH \t1LUAIAS J IACCEPlEO BY: E/IIPIPELINEEXPANSIONSEGMENT5 PRo.EcrMANAGER 1;{:1a ~ ,01sTR1crrncrNEER I Of" WORK REVISION DESCRIPTION OAT!; 111tn,1,L UiO.TE INITI"1. IDWN BY: ___liM!L._11 ~.m OTHERm>ROV,1,L ACCEPTED ~~~~;~1. PRs2oa~a-110Rsoa~50. 111 NOTES 1. OUTLET ORIENTATION PER PLAN VIEW. RECYCLEDW ... TER[u SIGN 0 SIGNMOUNTEDON2" GROLTT.f"ILLEDGALV STEEL PIPE 2 RECYCLED WATER FACIUTIESSH.O.LL BE IDENT!FlED'MTH PURPLE CO/\TING, IDENTIFICATION LABELS. WARNING TAPE, AND SIGNS IN ACCORDANCE \MTH DEPARTMENT OFDRlNKINGWATERRlA.ES ... NDREGULAT!ONS 3. MANUFACTURERFINISH:PRIMER(3MILS) CONTRACTOR FINISH: SHERWIN WIW ... MSSfE8-SPEC: ALXVD -PURPLE, PANTONE 11522C (2COATSAT3MILSEACH) 4, ~~:~~c~~~ER BOX, RISER. AND SIGN TO BE COORDINATED\MTH CM'Ml DURING EB CONCRETE BASE, 1'-0"THICK 2/14T&BEW 0 RECYCLED WATER SIGN MOUNTED0N2"GROUT.f!LLED 0 13~~~~;:i~~~~;~~;s.~~1~~~ SEENoTEi:g~~~~ 2"BRASSANGLEVALVEWI Si-JORTHANDLE ~t°o~~; g~~CONNECT 2"TRAFFIC-RATEDMETERB0XWI PURPlEUDAPPROVEDMATER!AL ~~~ :.R0~~~HD AML, MODIFIED PERCMWD STODWGW-7-Imlllmw-,--,---,-1 ~ SECTION A CONCRETE BASE, PEROETAILEB /eamm~eos, ~~c;:osro TYPOF4 2"WATERSERVICE PERCMWDSm DWGW-t. 0 2"TRAFF!C-RATEDMETERBOX W/PURPL.EUD PERCMWOAPPROVED MATERIAL UST, ~~~EgE~~~ PLAN _j A FILL STATION DETAIL FINAL DRAFT NOT FOR CONSTRUCTION 12"x12" ALUMINUM "DO NOT DRINK" SIGN SCALE: NTS I ~l~a~@10-n.eEW CONCRETE BASE DETAIL EB SCALE: NTS • Kannady/Jenks Con9Ultanbl !~~!ii:: ~~g~:: :~~~v: WI WASHERSFORLEVELING,TYP CDP 2018-0011 SUP 2018-0001 "RECORD DRAWING" Englnea'9 & Sclantlata ~£CYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT sl gsss GR~,:~1~~~ c~Rl~Jfil 210 I ACCEPTED av: I B511-676-7500 I ~1=:~; ENGINEER PROJECT NO. DRA:AN~ NO. I"""' ,_-·"-I ""'"_l""'-lli~~ :(:iEII 5208-B II 508-6 J SUBMITTUJ· :;,,,ttAH l'flWAM:; J/2/2018 P~nm:f'T u,1,1,r.rn DAlE REVISION DESCRIPTlON KELLY ELEMENTARY SCHOOL i::: PROFILE 1 I /) PLAN N '-;-35 " 8 iii w ~30 0 ow ;t GENERAL NOTES CDP 2018-0011 SUP 2018-0001 1. CUSTOMERS(IIliARESHOV,NONOWGC.01. 2. LATERALS FOR SERVICES AND AVARSARE SHOWN IN Af'PROXIMATE LOCATIONS. CM\IVD REPRESENT,1,TIVESWILL DETERMINE FINAL LOCATIONS IN THE FIELD DURING CONSTRUCTION. •. TYPICAL TRENCH REPAIR ANO REPAVING PER CMIIIO STD O\I\GS GS-25 ANDG5-3e(FULLLANE,.-.,OTH,12'MIN). 5. UTIUTY LOCATION A/.E ELEVATION SH0v.N IS APPROXIMATE. POTHOLE ~~~,~~041~~~1~;ocoNSTRUCTION. REFER TO GENERAL 6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS. CURBS, ANO GUTIERS')JOINT-TO-JOINT. 7. INSTALL HIGH DEFLECTION COUPIJNG WITH W PIPE LENGTH FOR HORIZONTALCURVERADl10VER57~ 8. INSTALL HIGH DEFLECTION COUPLING WITH 10' P!PE LENGTH FOR HOR!Z0NTALCURVERADll8E'TWEEN572'AND28T G. INSTALL HIGH DEFLECTION COUPLING WTH 5' PIPE LENGTK FOR HORIZONTAL CURVE RADII BETWa:N 2S6' AND 144' CONSTRUCTION NOTES 0 INSTALL THRUSTBLOCKPERD\II.GC-01 ANDCMWDSTOD'M3W-15 0 INSTALL 1"WATERSERVICECONNECTIONPERCMWOST0D'VIGW.3 0 lNSTALLZ-WATERSERVICECONNECTION PERCMWOSTOD'VIGW-4 (v1NSTALL'Z'90PERCMVVOST0D'M.W..f; © INSTALLZ'MARP'ERCMWOSTOCMGW.6 © !NSTALLTAVARPERCMV\OSTOIMGW-7 0 INSTALLRWGVPERCMWOST0D'M3SW-13ANDW.16. REFER TO TYPICALTEEANDIN-LINEVALVEDETAILS0ND\M3C-03. 0 INSTALL THRUSTANCHORFORREOUCERPERCM'MlSTDDWGW-1B 0 REPAIRMEDIANCURSPERCM'MlST0DW3GS-1S "RECORD DRAWING" fiJNi.civEME!«PWfFOR .--------,,Ken==necti,Yen===:; ... =Conadlmtl8===::::..::-t==l==t:==========t==1==t==::t==II ALGN ffWtff1ftHi ~~A 7+00 FINAL DRAFT NOT FOR CONSTRUCTION Englneerw & lclentll'III £CYCLED WATER PHASE Ill PIPELINE EXPANSION SE-... -, 9665 GRt~ll~~~: c~l~2~TE 210 •rf'l'."D1T" DV. aSB-676-7500 PRMCT ~ANACER DATE RE\/ISION DESCRIPTION OWN BY: _.£!Ma..._ I PRO.£CT NO. IIORAWINC NO. I_~"::: !_~''.""'" I ~,.,~ __ _!_":.:~'"'"II~~~~;~ 5208-B 508-6 SAAAH MWA!.!S J/]i..2D1B l\ ~\ i~ "li ';;. " PROFILE PLAN FINAL DRAFT NOT FOR CONSTRUCTION 6"RW SEGMENTS..1 ALIGNMENT A ~.,_ /§ /g ti#. CDP 2018-0011 SUP 2018-0001 GENERAL NOTES 1. CUSTOMERS(C!]ARESHO'MIIONOWGC-01. 2. lATERALS FOR SERVICES AILJ AV AAS ARE SKOWN IN .O.PPROXIMATE LOCATIONS. CM\lloD REPRESENTATIVESVVILL DETERMINE FINAL LOCATIONS IN THE FIELD OUR!NG CONSTRUCTION 3. lYPICALTRENC HSECT]ONPERCMVIOSTODVIGW-2. 4. TYPICAL TRENCHREP-'IRANDREPAVINGPERCM\IIO ANDG5-3tl(FULLLANE1,',1DTH,12'MIN"). STDDVIGSGS-25 UTILITY LOC,.TTON AND B..EVATION SI--KMN IS APPROXIMATE. POTHOLE ALL UTIUTIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES 14 AND 1S0N DVIG G-03 6. REPLACE ALL DAMAGED CONCRETE (SIDEWALl<S, CURBS, 1'NO GunERS)JOINT-To.JOINT. 7. ~~~~:ft ttf:~~~~ g,;'~~7~G WITH N PIPE LENGTH FOR INSTALL HTGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FOR HORIZONTAL CURVE RADII BETWEEN 57Z 1'NO 287 INSTALL HIGH DEFLECTION COUPLING 'MTH S' PIPE LENGTH FOR HORIZONTAL CURVE RADII BETWEEN 286' mo 144' CONSTRUCTION NOTES 0 INSTALL THRUSTBLOCKPEROWGC-01 ANDCMWOSTDOWGW-15 0 INSTALL 1"WATER SERVICE CONNECTION PER CMW STOD\I\G W.3 0 INSTALL TWATER SERVICE CONNECTION PER CM\f\OSTOD\I\G W-4 0 INST/\LL 2'' BO PER CM'MJ STD CMG W.6 ® INST/\LLZ'MARPERCMWOSTOD\I\GW-6 © INSTALL2''AVARPERCMWST1)1:1V',GW.7 0 ~~~~t ~~~N~N1~~V~~~l~~1J:::~~EFERTO © INST/\LL THRUST ANCHOR FOR REDUCER PER CM\f\O STD DW3 V.L1B G) REPAIRMED1ANCUR9PERCMVIOSTDD','1,GGS-111 ~\ \ii ;J; ~' PLAN PROFILE END ALIGN A STA20+56.11 N2000707.63 E6737262.06 FINAL DRAFT NOT FOR CONSTRUCTION OENERALNOTES CDP 2018-0011 SUP 2018-0001 1. CUSTOMERS([!),\RESHOIM,/ONDWGC-01. 2. lATERALSFORSERVICESANOflVARSI\RESHO'M>IINAPPROXTMATE LOCATIONS. CM'M:I REPRESENTATIVES WILL DETERMINE FINAL LOCATIONS IN THE Fl8.D DURING CONSTRUCTION. 4. TYPICAL TRENCH REPAIR AND REPAVING PER CIAYI.D STD DV\IGSGS-25 ANOGS-36(FULLLANEIMDTH, 12'MIN). 5, VTIUTY LOCATION AND ELEVATION SHOW. IS APPROXIMATE. POTHOLE ~~~~}1~ \~g~g::,;o CONSTRUCTION. REFER TO GENERAL 6. REPLACE ALL 0.0.MAGED CONCRETE (SIDEWALKS, CURBS, ANO GUTIERS)JOINT-To-JOINT. 7, ~;:l~~tc°u~t~gl~ ;~ii~? 'MTH 20' PIPE LENGTH FOR a INSTALL HIGH DEFLECTION COUPLING IMTH 111 PIPELENGTK FOR HORIZONTAL CURVE RADII BETVYEEN sn AND287' II. ~~~~:~tc°u!~~~~ ~~%02:r~~ ~~~ LENGTH FOR CONSTRUCTION NOTES 0 INSTALL THRUSTBLOCKPEROW3C.01ANOCMIMIST0DW3'N-15 @ INSTALL l"WATER SERVICECONNECT(ON PER CMWDSTD EJl/l,U W-3 0 INSTALL Z"WATER SERVICE CONNECTION PER CMWDSTD ow:; W-4 0 INSTALL 2" 80 PER CMWD STD DWJ W-6 0 INSTAll'Z'MARPERCMV,OSTDDWJWfJ © INSTAll'Z'AVARPERCMIMJSTDDW3W.7 01NSTAllRV.OVPERCMVIOSTDDV\GSW-13ANDW-16.REFERTO TYPICALTEEANDIN-UNEVALVEDETAllSONrNI-OC-03, © INSTALL THRUST ANCI-OR FOR REDUCER PER CMm STD CM0 W.18 @REPNRMEDIANCURBPERCMII\OSTDDVIGGS.16 Allgr,,u,ntCUrv&T&bl& length!Tangenl _ill_ 11~.oo I se.s2 12.B.ss "RECORD DRAWING" 13r]I CITY OF CARLSBAD l--+----1------------1--+---+--!--I MPROVEJ,I/ENTPL41fFOR·UTIUTIES DIVISION ~11 IC8nnedl(.lenlc ea..dlmm ALGN l"Xfli!iffltb ~1A 20+58 Englneerw & lclentlm ECYCLED WATER PHASE II/ PIPELINE EXPANSION SEGMENT 5 9665 0R;~~rr01:~r 0~1:b~Ull"E 210 I ACCEPTED BY, I 056-676-7500 1--1----1------------1-~----1--_,___. DISTRICT ENGINEER DATE 3.!3!....2010 RE\IISJON DESCRIPTION 1_:~: __ ::::~I~~·~-~=:·~· 1l~~Bi~~11 PR5208~B· I 0"508~6°· ,~ H· i r-:-: : : :TL : i : Ii~~: la a,, ~ ' LJ{:=· pJ. :J):' (,. : ,_ :·Jf { :I ' I-+ L ..•... H-i-+.+ :·'·+·•,-+,.., .. , ... +-·1·'···'-+·'··1 V ~ -, :;;"' c,-<'.'.:-,. '• ! ! '··· "(!-· .,.,_ '. ,-~ ... ,., --!----~ l 1 --+ ' 1 FF : i .,. .:: :t,·-k,;,j;, -'·-~ ; : .... "' ,-; ..... i--,.. ··f°-,·--F"l" i,.. '·· i ,... '-~:::;; ---~ I:,.:,. ,, ' '·-,--,--'--"'s:1·-\ 8 •·· y'·~~ ·+·-f··'··'L,,+-+-H-··i-l-+·1-·l,,.i.-c-J-i.j-+ .. !·-1 i I F , ······ ,. + -::'f:~ , + +++ '-"-_, ~· I-· 9 :...;: ,.._ ,~ l=t!ttttlwttl=iiT~~j~~ll=N~t~=U=ti~J!Jt1::I :: . ' ' ,. ,. "-I g " ',,._ : :, f-· :·~·~ ;~-~ ;... I···· !-·---:--,, i--· ,...... !... ~~ I ..• ··i !--·---1(-=[=--r~ 1··:--i+-,++-;.++-·1-,-, .... , ... , ... , ..•.. , .. ,., ... ,., __ , .. , .. ,.,_, ....... , ::::: , \ H-, ' , -r-:t + ' ... ,;:~ '---, : '···--'--!--,.. 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INSTALL HIGH DEFLECTION COUPLING 'M"TH 20' PIPE LENGTH FOR HORIZONTAL CURVE RADII OVER 573" 6. INSTALL HIGH DEFLECTION COUPLING WTH 10' PIPE LENGTH FOR HORIZONTAL CURVE RADl1 !J.8V,.EEN 572 ANO 287' 9. INSTALL HIGH DEFLECTION COUPLING 'MTH S" PIPE LENGTH FOR HORIZONTAL CURVE RADII BET1M:EN 21l6' ANO H(' CONSTRUCTJONNOTES 0 INSTALL T1"RUSTBLOCKPERDw.'.lC-01ANDCMINDST0DmW-15 @INSTALL1"WATERSERVICECONNECT!ONPERCM'MJSfDD'M3W-3 © INSTALLTWATER SERVICE CONNECTION PERCMWDSf0D'M3W·4 0 INSfA.1.LTBOPERCMVIUSTDDWGW-6 © INSTALLT MAR PER CMWDSTD DWG w.e @INSTALLTAVARPERCMVYtlSTDr:NVGW-7 0 ~~~i~~~~~N1~~vri:ett~'.!1~1g~~~~REFERTO © INSTALL THRUST ANCHOR FOR REDUCER PER CIIINO STD DWG W-16 © REPAIRMEOIANCUR8PERCMl<\OST0DWGGS.1e /\li~nmenl CUrlie Tallie LenglhlTar,genl fil ill "RECORO DRAWING" C-14 PLAN PLAN I FINAL I Kannad',l"JenbCollMlltanb [JTII CITY OF CARLSBAD II SHEETS I UTILITIES DIVISION J 28 DRAFT """"~"\IJ~&Sclontlm ""=""=""• _ '" meco," l'/;,';'~ ''° ALGRNWBP&P+ TAMARACK AVE "" m-,soo -S ,A 1+00 TO STA 9+50 I'~~~~~:~'" PHASE Ill PIPELIN< EXPANSION SEGMENT ,1 01sm1cTENG1NEER I NOT FOR CONSTRUCTION J.f3L2018 REVISION DESCRIPTION I--·· ,..... ..... . .. 1owN "',~I om """"" •n ""' .. I • m:n••• 11CHKQ 8Y:...Jt£i... I PROJECT NQ. IIDRAWIN J.1 RVffll 8Y: ..J!QL._ 5208-B II 508~50·1 PLAN 1"=40' ' PROFILE ~ \t ,t '"' " u ,-.._ ~ FINAL DRAFT NOT FOR CONSTRUCTION PLAN CDP 2018-0011 SUP 2018-0001 1. CUSTOMERS(@ARES!-JO'M'iONO'M.C.ot. 2. LATERALS FOR SERVICES AOO AVARSARE SHO\M-1 IN ,\!'PROXIMATE LOCATIONS.CM\I\OREPRESENTATIIIESWLLOETERMINEFlNAL LOCATIONS IN THE FIELD DURING CONSTRUCTION. 4. TYPICAL TRENCH REPAIR AND REPAVING PER Cl.MO STD DVIOS GS-25 ANDGS-36(FULLLANE>MDTI-f,12'MIN). 5. UTILITY LOC ... TION ANO aEVATION SHOV,N (SAPPROXIMATE. POTHOLE Al.I. LmLITIES 4 WcEKS PRIOR TO CONSTRUCTION. REFER TO GENER"1. NOTES 14 AND 150N D'M'.; G-03. 6. REPLACE ALL OA~GED CONCRETE (SlDEWAU(S. CURBS. ANO GUTTERS)JOINT-TO-JOINT. 7. INSTALL K!GH DEFLECTION COUPLING WITH 20' PIPE LENGTH FOR HORIZONTAL CURVE RADII OVER 573' e. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FOR HORIZONTALCURVERADll8E.TM::EN572AND2Bi Q. INSTALL HIGH DEFLECTION COUPLING WITHS' PIPE LENGTH FOR HOR!ZONTAL CURVE R.O.DII BETWE.EN 286' AND 144 CONSTRUCTION NOTES 0 INSTALL THRUSTBLOCKPEROW:.C-01 ANDCM\I\IDSTDCN-IJW-15 0 INSTALL 1"WATER SERVICE CONNECTION PER CMWO STD D\110 W-3 0 INSTALL Z'WATER SERVICE CONNECTION PER CMWO STD Q\IIG W+4 0 INSTALLTBOPERC~STDov.GW-6 © TNSTALLZ"MARPERCMWOSTOD\II.G-© 1NSTALLZ'AVARPERCM'NOSTODVICW-7 0 ~~~~i ~~~'6°~N~~N~V~~:"~!;ts1~~iOJ~EFERTO © INSTALL THRUST ANCHOR FDR REDUCER PER CMWOSTDDW3W.18 {!)REPAIRMED1ANCURBPERCMW'.:ISTDDVICGS-1B I~;"' 0 ~JI NlgnmenlCuNeTabla LenplhlTangenl _©_ _©_ fil "RECORD DRAWING" I~ ,,,.11 _:\\ ~ Kannadlf"Janlm Conutanb Atl1l'f/Wl#+~~%cfr!~~+so Englneel'8 & lclentlltl ECYCLEO WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 9655 GRt~~TED1~~c~~;2~TE 21D I ACCEPTED BY: I 858-676-7500 DISTRICT ENGINEER DATE 1_:~:.: __ ::::~I~~·: __ :_,::·~ 11~~~0i~;~ I PR520B-B· I DR508~6°· SARAHMWAMS 3f11..2018 REVISION DESCRIPTION PRo.ECT ~AHACER DATE ~ -E § Ar-.., v . /ff l l!b-, J u 6" PW CARLSBAD PALISADES ALIGNMENT A (SHEETC-62) 1":40' VERT,~ PROFILE FINAL DRAFT NOT FOR CONSTRUCTION (7\STA27•06.96 l..:/45'8END N20D1S79.49 E6236642.63 /~ ff /j t OENERALNOJES CDP 2018-0011 SUP 2018-0001 t. 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INSTALL HIGH DEFLECTION COUPLING WITK 5" PIPE LENGTK FOR HORIZONTALCURVERADIIBET\',£EN286'Af./D1(4' CONSTRUCTION NOTES © INSTALL THRUST BLOCK PER= C.01 AND CMWDSTO t1MJ w.15 @INSTALL1"WATERSERVICECONNECTIONPERCM\>\OSTDOW:.W-J 0 INSTALLTWATERSER\IICECONNECTIONPERCM\l\oOSTD=W-4 0 INSTALL'Z'BDPERCMW0ST0D'M3W-6 ©INSTALL"Z'MARPERCMV\OSTO=W-6 © INSTALL 'Z' AVAR PER CM\>\O STD [)\f\(l W-7 0 INSTAlLRWGVPERCMV\OSTDD'M:lSW.1JANDW-t6. REFER TO T'1'PJC1'LTEEANDIN-l1NEV1'LVEDETAILS0ND'M:lC.03 • 0 INSTALL THRUSTANCHORFORREDUCERPERCM\/\OSTDOWGW.18 0 REPAIRMEDIANCURBPERCP.MOSTDDW3GS.18 AJgnm,mlCurveTBbln Le!>glhlTangenl ~ _@_ "RECORD DRAWING" I fSHirrl ClTY OF CARLSBAD LlZJ UTILITIES DIVISION FINAL Kannadlf'Janka Comulmm "'';;;;;'p~';, ~'7iusADES DR IE POINT AVE Engl-re & --ALIGN C -STA 2+53 TO STA 12+00 DRAFT 9665 GR~~J~~~o~:r2!i2~-HE 210 ~~~~~~ ~~~R PHASE Ill PIPELINE EXPANSION SEGMENT sl NOT FDR IDIS1RICT ENGINEER DATE I CONSTRUCTION SUBUITITD: SAflAH MWAUS J/2/2016 ~~ DATE INITIAL DATE INITIAi. 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I·-i·· ' li ;·.·.-.·::.:.r ... h-,:r ,,. ... , , . , .. :--I·· I· ···+· I + ,-+ !··· ,_ -,oo " ~ PROFILE PLAN ,--+ : .. ) .. , ... ,. ·-, .. ,. !··+ 1-· -i i-i CDP 2018-0011 SUP 2018-0001 1. CUSTOMERS([DARESHO\'MOND'M3C-Ot. 2. LATERALSFORSERVICESANOAVAASARESHO\l,NINAPPROXIMATE LOCATIONS.CMII\OREPRESENT ... TIVESWILLOETERMINEFIN.O.L LOCATIONS IN THE FIELD DURING CONSTRUCTION. ... + , .... ,. ·:·· ! I-' . ···-T ,_ •·· J. TYPICAL TRENCH SECTION PER CMll,Q STD D\M3 w.2. , .. , .... , .. ,. ,--,_, , .. ' i:\ , .. :.[-i! , .. ,. i i -! +···-L,. i. ,. ' !"+······ ,. ' .( 1: i! ':'. , .. :, ~· ,. i/ ,_ ""·' e. !-'"" ,. , .. '"' ' ,_ , .. ? ,-.-,k ,. _,_ '·· , .. I l·i ~ " ,oo ,. ,--, .. ,--, .. , __ , ... , ... I· '"" ,--, .. , ... I I-· j! c Ji c;i , .. ·-;-, .. <·-'-· , .... ;;']Ji, ,. n 'n ] ''''' ,. !II , ... ,., , ... I·· ... , ... "' ~ ~ ~ ~ . >-" " • , C >-. • 4 TYPICAL TRENCH REPAIR ANO REPAVING PER CMVIOSTO OW:::SGS-25 ANDGS-J6(FULLLANEVI\OTH,1ZMIN). 5. UTILITY LOC"TION AND ELEVATION SHO'Mll !S ... PPROXIMATE. POTHOLE ~~1~~041~~g:1~ocoNSTRUCTION. REFER TO GENERAL e. REPLACE All DAMAGED CONCRETE (SIDEWALKS, CURBS, AND GUTIERS)JOINT•TQ.JOINT. 7. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FOR HOR!ZONT AL CURVE RADII OVER 57:l' a. INST All HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FOR HORIZONT ... L CURVE RADI! BEMEEN 572 ... ND 2B7 8. INSTALL HIGH DEFLECTION COUPLING WITHS' PIPE LENGTH FOR HORIZONT ... L CURVE R ... DII BET\IIIEEN 286' ... ND 1~~ CONSTRUCT!ONNOTES 0 INSTALLTHRUSTBL0CKPEROW3C4J1 ... NOCMINOSTDD'MiW.15 @INSTALLl"WATERSERVICECONNECTIONPERCM'M!STDCM.GW-3 © INSTALL Z'WATER SERVICE CONNECTION PER CMWOSTD CM,G W.J, 0 INST ... LL T BO PER CMINO STO CMG W-6 @ INST ... LL z· MAR PER CMWDSTD CMG W-6 @1NSTALL2'AVARPERCMV,'OST00W3W.7 0 INSTALLR'MiVPERCMl'.OSTDDWGSW.13ANDW-16.REFERTO TYPICALTEEANDIN,llNEVALVEDETAILSONfNIGC-00, © INST ... LL THRUST ANCHOR FOR REDUCER PER C,,,MO STD DVIG W.18 © RE?I\IRMEDIANCUR8PERCMVIOST00111GGS-1~ AignmenlCurveTBblo len{l1h1Taog•l'll ~l5532o.20l163.61l91.AO "RECORD DRAWING" FINAL DRAFT Kannac¥Jenb CoMullmlla ALl~rtrtf8a';~~ra°s~~AJ7+50 NOT FOR CONSTRUCTION Engl .... n & lct.ntlm ECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 ~--'-"_'"_'t_f,,,~"'~{"'t'=~i,,,:~,,_,;_,r_ff_'_'" __ -1---1--1----------+-+---1-+---1IACCEPTED BY= I DISTRICTENCINEER D ... TE Jfll.2018 REVlSION DESCRIPTION 1-~~~: .2.:::~.L I u~,.~~::•~L I l~~Bfo:i:: I PR5208.NB. I OR508~60. PLAN Ii])_ §31_ (/})_ (/})_ A~gnmenl.CurveTable Leng1hlTungenl FINAL DRAFT NOT FOR CONSTRUCTION -------MATCHL1NEsrA2+00 PLAN ~ 1. CUSTOMERS(0JIARESHQW,/OND'M3C01. CDP 2018-0011 SUP 2018-0001 2. LATERALS FOR SERVICES ANO AVi',RSAAE SHO\IVN IN /IP PROXIMATE LOC.0,TIONS. CMIM) REPRESENTATIVES \Mll DETERMINE FINAL LOCATIONS DURING CONSTRUCTION, 4. TYPICAL TRENCHREPAIRANDREPAVINGPERCl,f!MlSTDD'WJSGS-25AND GS-36(FULL\.ANEW1DTK,t2'MIN). 5. umrrv LOCATION AND ELEVATION Sl-lO';IM IS APPROXIMATE. POTHOLE ALL VTIUTIES4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES 14 AND150NIMGG-03. 6. REPLACE ALL DAMA.GEO CONCRETE (SIDEWALKS, CURBS, ANDGUITERS) JOINT-TO-JOINT. 7, INSTALL l11GK DEFLECTION COUPWJG \MTH 20' PIPE LENGTH FOR HORIZONTAL CURVERAD11DVERS7J' 6. ~c~~~~~ ~~~/A~D~~':1 VIITH 10' PIPE LENGTH FOR HORIZONTAL 9. INSTALL1'1GH DEFLECTION COUPLING 1111TH 5' PIPE LENGTH FOR HORIZONTAL CURVERADll8ET\NEEN266'AND144' CONSTRUCTION NOTES 0 INST1'LL THRUSTBLOCKPERDW3G-03ANDCMWDSTDDVl!3W.15 @ INSTAU 1"WATER SERVICE CONNECTION PER CMIM) STD !MG W-3 © INST/\UZ'WATERSERVlCECONNECT!ONPERCM'MJSTDrMGW-4 © INSTAUZ'BOPERC!/1\M)STDD'M:i~ © INSTALLZ'MARPERCM'M)ST0DIM3W~ © INSTALLZ'AVVPERCMIMJST00W3W-7 0 INSTAURW:;VPERCMWDSTOOM:!,SW-1JANOW-16 © INSTALL THRUST ANCHOR FOR REDUCER PER CMWO STD OW3 W-16 ©REPAIRMEOIANCURBPERCM'MlSTODIM3GS-18 1. CUT AND C-'P EXIST 4" AC WATER PIPE l'MERESHO\llt,I, ABANDON EXIST 4"ACWATERPIPEINPI.ACE. 3. RECONNECT 118 EXISTING SERVICES IN CARLS BAO PALISADES TO NEW PIP EU NE. PROVIOE12-HOUR NOTICE TO CUSTOMERS. PERFORM WATER SERVICE SWITCH-OVER SO THAT NO CUSTOMER IS \IIATHOUT WATER FOR LONGER THAN a 1-fOURS, PROVIDE HIGH-1.INING IF SHUT DOWN EXCEE0S8HOURS. 4, PROVIDE 1" GRIND AND OVERLAY FROM ClJRBTO CURB FOR ENTIRE :'JF~~~~l~l~~;~l~;-ETION OF PWPIPB.INE'MJRK. REPLACE "RECORD DRAWING" ~Co ........... 1----l-~l--~~~~~~~---4~-+---+~-+-----< PW PLAN, CARLSBAD PALISADES Englneen & 8clentll'la ECYClED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 9665GRAHIIERIDGEDR1VE,SJIIE210 IACCEPTEDBY· I S~HJ~:~6~5~12J . DISTRICT ENGINEER DAIT Jfll.2018 REVISION DESCRIPTION I-~~~_!_':"."~ I u .. ,_~_ L:~~-I ~iBi~~:i:: I P52DB-B' I DR508~60. ; ~ ' l t ~ ~ i' ! • f ~ i ~ ~ & i i \"z40" PW ALIGNMENT B -PROFILE VERT,0 4 e VERT:O ___ _ 1"'40' PW ALIGNMENT A • PROFILE VERT;o 4 a PW ALIGNMENT C -PROFILE 1"=40" PW ALIGNMENT D -PROFILE VERT: O 4 6 CDP 2018-0011 SUP 2018-0001 t, CUSTOMERS([!)AAESHO'M-IONOWGC-01, 2 LATERALS FOR SERVICES ANO A VARS ARESHO'MI IN APPROXIMATE LOCATIONS. CMWD REPRESENTATIVES 1MLL DETERMINE FINAL LOCATIONS IN THE FIELD DURING CONSTRUCTION. TYPICAL TRENCH REPAIR ANO REPAVING PER CMV,O STD OW::SGS-25 ANDGS-36(FULLL.ANEVi/lDTH,1ZMIN), 5. UTILITY LOCil.TION ii.NO 8..EVil.TION SH()l.',N IS 1'.PPROXIMil.TE. POT!-10LE AlL UTILJT!ES 4 ',',£EK$ PRIOR TO CONSTRUCTION. REFER TO GENERil.L NOTES 14 AND 15 ON DWG G.00. e. REPLACE All OAMil.GED CONCRETE (SlDEWAU<S. CURBS. ANO GUTIERS)JOINT-TD-JOINT. 7. INSTALL HIGH DEFLECTION COUPLING Vi/lTH W PIPE LENGTH FOR HORIZONTALCURVERADl10VER57:! e. INSTALL HIGH DEFLECTION COUPLING WTH ,a PIPE LENGTH FOR HOR!ZONTAL CURVE RADII BETVi/1:EN 57Z ANO "VJ7 G. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FOR HORIZONTAL CURVE RADII BFJV.€EN 266" ANO 144' CONSTRUCTION NOTES 0)1NSTALLTI-1RUSTBLOCKPERO\IIGC.{l1ANDCM'M>STDD\M:.W-15 0 INSTALL 1"WATERSERVlCECDNNECTION PERCM\f\iDSTO!J'V!,GW-3 0 INSTALL :/:"WATER SERVICE CONNECTION PER CMOOST00\M3 W·4 © (NSTALL 2" BO PER CMWD STD DWG W-6 © INSTALLZ"MARPERCM'MJSTOQ\I\GW-B ©INSTALL2"1...V1'.RPERCMIM>ST0DWGW-7 (DtNSTALLR'MiVPERCM'MlSTDD'M3SW-13ANDW-16 ® INSTALL THRUST ANCHOR FOR REDUCER PER CM'w',1) STD DWG W-16 0 REPAIRMED1ANCURBPERCM\Ml5TDOW3GS.16 1. CUT ANO CAP EXIST 4" 1'.CWil.TER PIPEWrlERE SHCMN. ABANDON EXIST4"ACWATERPIPEINPLACE. 2• =~~;~~C:o":g:~;~~~A~GA~~EP~~:i~ ~IPMENT ISNOT ALLOV\ED. EXERC!SE GREAT CARE TO LIMIT IMPACT TO EXISTING LANDSCAPING. REP~CE '4JoN DMIAGED OR REMOVED ~NOSCAPlfiG IN KIND AS DIRECTED BY CMOO. 3. RECONNECT AlL EXISTING SERVICES TO NEW PIPELINE. PROVIDE ~.zu~V~~~Ti°HA~~~.;"do~Fl~':;ri~~RJ:fe~~~ ~~:i~~~~~RS. PRO\llOE HIGH-UNING IF SHUT roM,I 4. PROVIDE 1" GRIND ANDOVER~Y FROM CURB TO CURB FOR ENTIRE PIPE LENGTH UPON COMPLETION OF PNPIPEUNE'v\'ORK. REPLACETRAFFICSTRIPINGINKINO. "RECORD DRAWING" ~ C-64 ll -··· ,·~, PW ALIGNMENT G • PROFILE fsirul1 CITY OF CARI.'lBAD ii VERT o 4 8 12 L_.Q[_j I UTIUTIES DIVISION PWALIGNME~ SHEETS 128 j ,..,,w MPROVEA!E"rPLAHFOR, r Ken~ eo.-ltalm PW PROFILES,pARLSBAD PALISADES ,I O FINAL ALIG1'A,B,C,O&G r EngJneerw & Bclentfl18 IRECYCLEDWATERPHASEIIIPIPELINEEXPANSIONSEGMENT5 S DRAFT 9665GRANITERIDGEDR1VE,SUITE210 ~ SAN DIEGO, CA 92\2J I ACCEPTED BY, I i NOT FOR 858-676-7500 ,DISffilCT ENGINEER DATE . f CONSTRUCTION SUBMITTED· SAllAH \\IWAMS 3/2/2018 CME FHITIAL DATE INITIAL CATE INITI"l g~~o8J~:~11 "s'"2o'a'"a'· ll°'s'~a"a'5No,1 i PROJECT ~ANAGER DATE ~ OfVIORi( REVISION DESCRIPTION OTHER APP~OVAI. AcCEPTEO RV'MJ BY; ::::Efel -II -I II : PW ALIGNMENT E -PROFILE VERT:O ___ _ 140~ ~ i···-·•-··· I··· .-.F,mn ,i=·A~n • .. :J.:.:: ,--'····· ... , ..... !...... l··· 1351l'.l "' ·-•-· ... , •. ··-•-ss:'1 ,D, ... ,~~ B~ ~-~ ~X ~ :--t:: ~= ,.... ' ..... •-·-[:::: I··• !:'..:: :..... •····· -' --g :---; :~ , ... 120~ ·-+-•--.\: ~ :r::1~: ... _ I·-, .... ; ..... ,.... I··:··.; .. ·· ;...... ).... I······•···· ::.·:: ....... ,.... . .. ,.... !····· , .. ., l····•···· .,.... !···· 115W ~ '.j~·:.:;:~ '.... ,--~-····i--!·-·• 1105 I····:··+·-··-!··· i··+ ··-! !;; ... ,. •····-•·+· ... •-·-!::-,::;:.: :::.+ .. ··· ..... ., ... , ...... ,..... , .. :;; I···-~--+ '··-+··'···· 105 10+00 11 ,oo 1?+00 13+00 1~+00 11;,on 16 ~ CDP 2018-0011 SUP 2018-0001 1. CUSTOMERS{[DIARESHO\llt>IONDWGC.01. 2. LATERALSFORSERVICESANDAVARSARES!-IO'IMINA.PPROXIMATE LOCATIONS. CMIMl REPRESENT ... TIVES IMLL DETERMINE FINAL LOCATIONS IN THE FIELD DURING CONSTRUCTION. 4. T'l'PlCI\L TRENCHREPAIRANDREPAV!NGPERCM'l'.QSTDD\M3SGS-25 I\NDGS-3e(FlllLLANE'MDTH.12"MIN). 5. UT!UTY LOCATION ANO ELEVATION Sl-lO~ ISAPPROXIMI\TE. POTHOLE ~~~~T~:/1~;;:c~1g:;_o CONSTRUCTION. REFER TO GENERAL 6. REPLACE ALL DAWIGEO CONCRETE (SIDEWALKS, CURBS. ANO GLJTTERS)JOINT-TO-JOINT. 7. INSTI\LL HIGH DEFLECTION COUPLING WITH 'XI PiPE LENGTH FOR HORIZONTAL CURVE RADII OVER 573" 8. INSTI\LL HIGH DEFLECTION COUPUNG 'MTH 10" PIPE LENGTH FOR HORllONTAL CURVE RADII BETWEEN 572" AND 267 9. ~~l1~:~ ~~~~~~ i=~G2:T:N~ ~~'; LENGTH FOR CONSTRUCTION NOTES 0 INST .... LL THRUST BLOCK PER DW.'.l C-01 ANO CMWOSTODW.'.l W-15 0 •INSTALL 1"WATER S8l\llCE CONNECTION PER CMIMl STD DW.'.l W-3 G) INSTALLZ'WATER SERVICE CONNECTION PER CMIMl STD DW.'.l W-4 ©INSTALLTBOPERCM\I\IDSTDDW.'.lW-6 © INSTALL2"MARPERCMVIOSTDDW.'.lW-o © INSTALL T A\11\R PER CMVl,O STD DW.'.l W-7 0 INSTALLR\M3VPERCr.MDST0DW.'.lSW-13ANDW-16 © !NSTALL THRUSTI\NCHORFORREDUCERPffiCMVIOSTOD'MiW-18 ® REPAIRMEDII\NCUR8PERCM'MlST00\M3GS-18 \. CUT /\ND CI\P EXIST 4"' AC WATER PIPEW!-ERE SI--IO'M,I. ABANOON EXIST~"ACWATERPIPEINPLACE. 2. PERFORM HAND EXCAVATION ALONG THE ALIGNMENT AS INDICATED. USAGE OF MECHANICAL AND PNEUMATIC EQUIPMENT :;r&r:oll~~~~\:iG~T~~RiA:A~~~6~~A~ci~ED LANDSCAPINGINl<lNDASDIRECTEDBYCMIMl. 3. RECONNECT ALL EXISTING SERVICES TO NEINPIPELINE. PROVIDE 72-HOUR NOTlCETO CUSTOMERS. PERFORM WATER SERVICE S'MTCH-OVER SO THAT NO CUSTOMER IS WITHOUT WATER FOR LONGER THAN B f-K)IJRS. PROVIDE HIGH.UNING IF SHUT OOWN EXCEEDSBHOURS. ~-PROVIDE 1"' GRIND AND OVERLAY FROM CURB TO CURB FOR ENTIRE APE LENGTH UPON COMPLETION OF PWPIPEUNEW'.JRK REPI.ACETRAFFICSTRIF/NGINl<lNO. 1·~40 ' . PW ALIGNMENT E -PROFILE (CONT) /"", "PW ALIGNMENT F-PROFILE .-~ ' . PW ALIGNMENT I • PROFILE 1"z4()' ' . PW ALIGNMENT H • PROFILE FINAL DRAFT NOT FOR CONSTRUCTION "RECORD DRAWING" ~IIC-65 '--l--+----------f--!--+-+--<fsiiml CITY OF CARLSBAD SSEETS ,-L.ZQ_J UTILITIES DIVISION 128 'AJPRD\IEAIENTPUNFOR: ~Co........... PW PROFILES, CARLSBAD PAL/SADES J EnglMOn ii< llclentl... AL,GN E, F, H & I 9665 GRANITE RIDGE DRIVE. SUITE 210 IRECYCLEDWATERPHASEIIIPIPELINEEXPANS/ONSEGMENT5 lt-___ s_"'~,~"J:c,,6~6,c'.'"'75i.,.)'_" ___ -+--+-+----------l--1----1--.i--l I ACCEPTED BY: I DISTRICT ENGINEER DATE I '""~ I""''""• I u~,L I.,,.~ I lg~~Q :~:~11 PROJECT NO 111 DRAWING NO.I .... ........ ------,vvro "'-=.:I. 5208-B 11 508-6 I SARAH\\\LUAIAS Jfli_20!8 ?RO.E:CTMANACER DATE REVISION DESCRIPTION ~ §I ~ I l ! I l 1 i l i l I i ! • ~ TRAFFIC CONTROL NOTES 1. lHIS lRAfFlC CONlRCX.. Pl.AN SHAU. BE IMPl.£MENTED BETleN )00( XX-)OOHO(, 2018. WORK HOORS TO BE RESTRICTED TO 8:30AM TO 3:JIPM ON MONDAYS lHROUCli SAlUROA'IS, UNLESS OTHERYI\SE N'PRO'KD BY THE ENGINEER. 2. P£DESlRIANCDITROI.S'MU8EPR0\.1DEDASSH0WN. J. PEDESTRIANS SHAU. BE PROlECTED FROM ENlERING THE EXCAVATION BY PH'rSICAL BARRIERS OES!Q-IED, INSTAU.ED, AND MAINTA!NED TO THE SATISfACTIOO <F THE CITY ENGINEER. 4. 'TEMPORARY "NO PARKINC/roW AWA'(' SIGNS STATING THE DATE AND TIME CF PROHIBITION 'MU BE POSTED 72 HOURS PRIM TO COt,O.IENCINC 'MlRK. CALI. CAALSBAO POI.JC[ DISPATCH 5. :~:s0i::~i_-~11~...mr1fJ"~ ~~~AYS UN!.ESS OlllER ARRANGEMENTS ARE MADE. 6. lRENa-lES MUST BE BAacJ'lll.ED OR PLATED DURING NCN-WOR!CING HOURS UNI..E55 K-RAIL BARRIERS .ARE PROYlDED. K-RAILIS APPRO\£D ONLY'MIEN SPEOFICAllYSHO~ ON lHE ,IJ>f'RO'<£DTRAFF1CCD!lROLPL.AN.PI..ATESSHfilHA't'!:CH.TSANDca..DMIXATTl!E EDGES AS N>PROVED BY THE CITY INSPECTOR. 7, STRIPING ~U BE REPLACUI BY lHE CtlNTAACTOR l'IITlllN 2-4 HOURS, !F REMOW at DAMAGED. & l'ltR!(THATOISTIJRBSNOOMAI.TRAFFlCSIGNAI..TIM!NGOPERATIONSSHAUBECOORDINATED YI\TH1HECITYOFCARI.S8AD,l:Q'lTACTSlREETSDMS!ONAT(7SD)4J4-293772HOJRS PRIORTOCOMMf.NCINC'MlRK, g, lRAfFlC SIGNALS SHALL REMAIN FUUY AC'TUAlED AT ALI. TIMES, UNLESS OTHER'MSE APPROVED BY1HE ClYENCINEERORHIS REPRESENTATI~ IFTRAFFlCSIGNALLOOfl DE1ECTORSARERENDEREOINCPERATIVEBY1HEPROPOSE0~"1DEOOETECTIONSHAL.1. BEUSED0PROVIDEAC1UA110N. 10. FI.AGGERSSHAU.BEEQU1PPED WITH A MIITEHARDHAT, AND ORANCf VEST, AND A 11. ~~~[ ~~ i:...,AJs~J/J:'I~INTAINED 24 HOOR A DAY, 7 DA'l'S PER Yim:, BY1HECONTRACTCR. 12. AU. TRAFFlC CONTROL SHAU. BE IN AccmDANCE W.lH lHE CM.JFORNIA M"1-IUAL ON UNIFORM TRAFFlCCONTROl..ocvtCES(lAlESTVERSION). 13. TRAFFICCONlRDLPLAN&JBMITTALSAREREQUIREDf'OREAQIPHASEOFlHEWDRl<IN DETAIL. FORMAT, AND QUAUlY IWJSTRAlED ON THIS gjE£T, 14. AU. TRAfF1C CONTRCK. DEVICES SHALL BE REMO',{!) f'RDM "1EW PR COVERED MIEN NOT IN U!L 15.lHECllYENCINEERORHISREPm:SENTATIVEHASlHEAUTHORITYTOINITIAlEAEI.DOiANGES TOIN&JREF'UBUCSAFETY, 1B. >J..l. ~ MFECTING BUS STCP.; gjAl.l. BE t:Oa!OINAlED WllH NDRlH COUNTY TRAN9T !i!ALI.CALL NClD AT(711D)!lll7-:zB28 AT LEAST 72 HOURS IN '"'"· SIGNS SHALi. BE USED IH ADVANCE OF TRAFFIC CONTROl..00 MAJOR UNLESSOlHER'IIISEAPPROVED,lHESESIGNSgj>J..l.BESHO"NON 1HETRAff1CCONTRCK.P~. 18. CONTRACTOR !i!AU. SUBMIT A TRAFFlC CONTROL Pl.AN FOR APPROVAL FOR >J..l. \IIQRI< NOT ASSOCIATED'MTHTHEPRDVIDEDTIW'flCCONfflCK.P~. "DECLARATION OF RESPONSIBLE CHARGE" IHEREBYD£tl..AR£1HATIAJJ1HEENC1NEER OF ~Fm1HISPRO,ECT, 1HATI HA\£ D:ERCIS£D RESf'ON!:iEI.E OMRO£ OVER THE DraGH OF THE: PRO.ECT AS DEFINED IN SECTICW fl70J OF THE BUSINESS AHO PRCffSS/DNS COOf; AHO 1HAT THE D£S1GN IS COHSSTENT \o'ITH OJRRENT STANDARDS. I UNDERSTAND 1HAT THE OIEO( OF PRO.£.CT DRAIIIHGS AHO SPWFICATl{WS BY THE arr OF CNfl..SBN) DOES HOT RflJE\£ 1K AS ENfJNEER OF ~. Of Mr RfSPCW5/BIU71ESFORPRO.ECTD£StGH. FIRN:~ ~SIMSA\£N/OAENOHAS,l/42B CITY. ST.: CARLSBAD CA m£PHONE':~ f.'.e" ,./~· DATE: 2&/1&!?18 NICCU.SM, 11/NIOW R.C.E. NO.:•~'"'""'"c_ _____ _ R£GIS1RAT1CW £XPIRATION DAID 12-Jf-2019 SIGN LEGEND ~~~~~ W20-I W20-2 W20-J RJ-1 RJ-2 ~~~~~ CJo(CA) W20-5R W20-5L W4-2R ~~~~ I~ R+-7a ~ C12(CA) C27(CA) CJO(BK) Rl--5{MOO) PROJECT ['1 ~~ TIRJ'liwiic ~ ~ ~~ C2(CA) R11-4 R9-9 G20-2 M4-ID{Lt) W4--1D{Rt) I [iJ l';'a'I 1-s.;:1 I· >I ~ ~ l•Daoui.[ R9-11a(R) R9-11a(L) W1-8R R2-1(JO) GZO-!laP R2-12 SCJ(CA) TRAFFIC CONTROL PLANS FOR CDP 2018-0011 SUP 2018-0001 RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 -C!'ifY Of' CA~lSBAD CARLSBAD, CALIFORNIA PROJECT LOCATION ~c :,U, A\'Dlll», ~~ $WE 1U8, ~. Cl ilro!I PHONE:7&0-802-W#'fl.sTt:llWF&.~ g ~ LEGEND SIGNAGE NOTES 1. AT LEAST ONE PERSON SHAU. BE ASSIGNED ro FUU TIME MAINTENANCE OF TIW'FIC CONIBCK.DEVICESONAU.NIGHTLANEO..OSUR:£5. ~ECLOSIJRE5SHA1.J.8EIUUMINATEDORREFlECT0RlZED , ... BEEQUIPPEDWITHFI.AGSRlROAYTIME LANEO..OSURES. 4. AG20-2"ENDROADWDRK"SIGHSHALLBEPLACEDATTllEENDOF1HE~EQ.OSURE llNLESSTllEENDOFTHEWORKAAf.AISDBVIOUS,ORENOS'MTHINAL.ARGERPRo..£CT LIMITS. 5. ALI.CONES USED FOR NIGHT LANE CLOSURES SHALL BE IWJWINAlED IBAFFICCONESOR ATTED 'MlH 1J" REflECTIVE Sl..E£VES. e, FLASlilNG ARRDW SIGNS SHAI.J. BE USEO PER lHE CAUFOONIA MUTCO, Sil.ENT TYPE SHAU. BE USEDINRESIOEHTIALAREAS. 7. THE MAXIMUM SPACING BElllEEN CONES IN A TAPER OR A TANGENT SHALi. BE APPROXIMATELY AS gjDl'ltl IN TABLE 1, 8. ADDITIONAL ADVAHCE F\.ACCERS SHAU. BE REQUIRED YfflEN lRAFFlC QUEUES OEVEUP. FALGGER STA'l!ONS FOR WORK AT NIGHT SH>J..l. BE IU.UMINAlED M, NOTED IN SECTION eG.2D0f Tl!E MUTm. 9. PL.ACE CJD (CA) "LANE CLOSED" SIGN AT SD0'-1000' INTERVALS lHROUGHOUTEXIDIDED 'MlRKAREAS. 1D.AU.REQU!REOSIGNSTHATARETOBELEFTINPL.ACEDVERAWEEKENDORHDUDAYSJlAl.l. BEPOSTMOUN1EO. 11, CONSTRUCTION AREA TAAFFlC CONTRotDEVICESSHAUMEETTllEPROVISIONSOFSECTION 12 OF Tl!E MOST RECENT EDITION Of lHE CAl.TRANS STANDARD SPECACATIONS. TABLE 1: TAPER LENGTHS APPROAOi """' (M.P.H.) -"-_</II a..OSEJ TAAFflCAAEA-------= = a!iAHGEABLEMESSAGE SIGN _____ _ TEMPORARY CONSlRUCTION SIGN ____ _ PORTABLE CONES OR OEUNEATORS, ___ _ D1RECT10NOFTAAFF1C ______ _ TYPEHBARRICADE _______ _ TYPEHBARRICADEWITHCONSTR\JCT10NS1GN EXISlJNGI.AHE'MDTli ______ _ MINIMUM PROPOSED CONSTRUCTION LANE WIDTli EXIST1NDTRAFF1CSIGNAL _____ _ ~ ~ (XX') ~ ® "RECORD DRAWING" El CAMINO REAL, CANNON, MARRON & TAMARACK TRAFFIC CONTROL TITLE SHEET RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 APPROVED MARSHAL.I. K. P~TZ ENIHERIHDliWIAGERPEC4279DJ/J1/1B~ REVISION DESCRIPTION 1==~1 :~~~ll=0i~±II PR5J08No. l0RSQ8:6°· FINAL DRAFT -NOT FOR CONSTRUCTION ~ ~ I j I l i i } I l i i { ! CDP 2018-0011 SUP 2018-0001 ~ --~~~~B~~~~~~dJR! i ~l~)'f;''rc.~ ~ I '1\1;~.'.:":;:::XR:"" •:;",rrnm,' ~ ~ \~--;-;_::_~± \ \~fi___:c-·-~ DR \11(\t\ IDS I CANNON ROAD LEGEND lRAfFlCCONTROLSTAGENUMBER (l) EL CAMINO REAL ~ TI:-11SHEET61 Ti:-12SHEET82 TC-13 SHEET 83 TC-17 SHEET 87 ·1TC-JOSHEET100 •. 3 TC-31 SHEET 101 4 TC-J2SHEET102 ,K.J ,oo 200 T SCALE: 1· .. 100· '~t r)=rt HAYMARDR "RECORD DRAWING" '--'~---1------------1--<--+--+--L....'.....'.:.I 0-UCW'-""-'"""''-'Cr""'rn-'"' IL....:...=.=..J EL CAMINO REAL, CANNON, MARRON & TAMARACK TRAFFIC CONTROL SHEET INDEX f----l---+-----------+--i--4--+-----j APPRO'vm MARSHAll. K. PLANlZ {, EHGHERINGMAHA!D PE C42790 J 31 18 DATE ' RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 ~,=~~~~-~~~zoos ~~ RE\l1S10N DESCRIPTION =~~ :~~= 1;li~±II PR5208NO. I DR5(Jfj~Jo. FINAL DRAFT -NOT FOR CONSTRUCTION I j l ~ i i 1 J l I ! l 9;-~l::~J~ I I"/;;,,,, .. I",'!" 1· ;,_'_'_], i"''' I :;,i __ J'"-:i::"''''=== =··== m Jl i l1111'i't:JI i TC-J9SHEET1D!1 TC-4191EET111 I LEGEND (J) lRAfflCCONTROLSTACE:NltMBER ___ _ AVENDIIDEANITA ~0 ~ ~5~ AVEN~ EM:'""5,SUIT£ 14UI, CARI.SIW), CA~OOI! PK!Nt: 760-illl2-42QO'll'tlW.5ltTIWTIC.~ 1°F-t.~ 100' 200' j' SCALE: ,--100· CDP 2018-0011 SUP 2018-0001 "RECORD DRAWING" ~ I m i EL CAMINO REAL, CANNON, MARRON & TAMARACK TRAFFIC CONTROL SHEET INDEX RECYCLED WATER PIPELINE EXPANSION SEGME/1/T 5 I I I I I I 11 APPRO\<D MARSHA!L <PLmTZ El'IIHIRIIIGIIAHAGER PEC427g(I J/Jl/18 DATE 1.:-:: . .'.-=:'.~I:.: .~_:_:::-1,=ti~~ I PR5208NO. I DR508~6°· REVISION DESCRIPTION FINAL DRAFT -NOT FOR CONSTRUCTION { ~. ~. ~ a • l ! ! ! ' .! 5 i ! r ·I • • i I i l I . I • ; i ~ . I i i I i TAMARACK AVENUE !l ~ LEGEND (J) lRAfFlCCONlROI.STAGE NUMBER ___ _ 1K-r ,oo· :zoo· i. SCALE: 1·-100• ·-··· '.@: CDP 2018-0011 SUP 2018-0001 TC-~SHEET118 TC-47SHEET117 TC-48SHEET118 TC-411 SHEET 1111 TC-~1 91EET 121 TC-5:ZSliE£T122 TC-5JSfEET12J TC-54SHEET124 "RECORD DRAWING" l:Dttva , :'r1@~i 'll~a,., o~,.hoa EL CAMINO REAL, CANNON, MARRON & TAMARACK ~·•r: TRAFFIC CONTROL SHEET INDEX RECYCLED WATER PIPELINE EXPANSION SEGMEWT 5 {, APPROVED NNlSHALL IC. PLANTZ ,<,; El'ICHERINGWJIACER PEC4790 JJ\18 DATE ~m:,~!:i1~-~~vi0011 ~~K REVISION DESCRIPTION Dt.Tt IHlllAL o.1.ir: NTIAL 1;Q8:~"=ffii:II PR~J~1NO. IIDR~'A~~:o, FINAL DRAFT -NOT FOR CONSTRUCTION { ~' ~' ~ l t r .! i ! r ! ! t } ! I i' i • 1 1 • ~ [YPICAL SECTION! HOURS OF WORK: WEEKEND 8: 3DAM -3: 30PM OR NIGHT WORK 1 OPM -5AM El. CAMINO REAL PO~~PH-OR~-----_ --__ ---_ ------_ ----_ __ __ § mArnc CONJBOI NDlFS: CDP 2018-0011 SUP 2018-0001 1. POSlED SPEED (F 0. CAMINO REAi... iS 35 MPH NORTH <F HOSP WAY. 2. POS1ED SPEED CF El.CAMINO REAi... JS 55 MPH SOOTH OF HOSP WAY. J. SEESHEET1fOR1RAfflCCON1ROI.NOTES. TAPER LENGTH CALCULAJJONS 1, MIN. MERl:i: TAPER FOR 35 MPH• L • ~-2-45' .. 2. MIN. MERGE TAPER FOR 55 MPH• L • (12') X (55) • 660' l • LENGTH CF TRANSITION FOO SPEEDS Of 40 MPH OR l.ESS --I -·····-·--·-···--·55 --~ ',_,J _6 m •"-lf'-L• l.ENGlH Of1RN<ISl110NFORSPEEDSGREA1ER TttN4 40MPH •SXW w.""" S-DESICNSl'EED -I -I !I __ -.ao=o(L)______ W~!!/ ______ -=+ -----r--------,----------SEEOtVtctSPACINGTAII...E Tl-t1S9£ET PEYICE 5PAGING TARI E SP{E[) TAPER OFCONESFOR OFCONESALONG S16N !:PACING SEEDEVJctS"ACltllTAII...E THIS 9£ET ""'°"'' I MINIMUM I MINIMUM NUMBER I MAXIMUM SPACNG (lil.P,H.) lENG111 TAf>ER TAPER ,-.,_._L__fil!JU_L__ill!Oll_ ,,_ ,. ~ i i Il[ 100'a.FFERMIN. SEITAPERCALCTHISSHEET 100' N'fER MIN. '"""'""" SEETAPERCALClHISSHEET --- ---,-------------SEETAPERCALC1HISS1-1EET SEE C£Vlct SPACING TAll...E THIS SI-EET 0 --------r+-2L, -SIGN SPACING S::EDEVIO::SPACINGTAa.E THISSI-EET SIGNSPACI~ SEEDEVtCESPACJNGTABt.£ TH[SSI-EET --~.~~L~------W20-I -R/W~--'/'.__ a CAIIINO REAL POSTED 35 MPH OR 55 MPH -e-------u-----~--R/ii--c--'l-WiWI! 1'2Z?.JWORKAREA c::::]ct.OSEDTRAFFlCAAfA ~CHANGEABLEMESSAGESla.l ~ TEMPOAARYCX'.lNS1RUCTION Sia.I (ASNOTEO ON PW!) • PORT"81..E CONES 00 OB.1NEATORS DIRECTION OF TRAFFIC T'l1'E ~ BARRICADE \UH COOSTRUC110N SIGN ~ MINIMUM PROPOSED CONS1RUCTION WIE l'IID1H m FLASHINGAAROWSla.l @ EXISTING TRmlC SIGNAL ~c ~ ~=~~:1~~-~zooa ~ SCALE: l"-40' "RECORD DRAWING" El CAMINO REAL, CANNON, MARRON & TAMARACK TYPICAL LATERAL CENTER CLOSURE RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 I APPROl;E) MARSHAU. K. Pl.}JHI I f--t--+----------t--t--t---f--1 ENGMER!NG MANA.Ill PE C427IIO 3/31/18 DATE REVISION DESCRIPTION OWN BY: I PROJECT NO. II DRAWING NO. 1.::::::: .:.:::::-I :-.:: . .'.:.: ... 11""~"'""-.,!~'-'; ±=""d , _ _,5:,c2,::0B'--"' 508-6 FINAL DRAFT -NOT FOR CONSTRUCTION ! ~' ; I ! i I l l l i i f f [YPICAL SECTION! HOURS OF WORK: MONDAY -SATURDAY (8:30 -3:30PM) -<I/W ----~ llll -(I illl 51 !Ii l'1 EL CAIINO REAL POSTED35MPHOR55MP!:!_ ~ ............. (TAJ ,¢:,(12') <::::,(12') ..... <::::,(12') ······-··· =--~-=-A-~-0 ·~e--~ ~~·~ TRAfEJC CONTROi NOJFS: CDP 2018-0011 SUP 2018-0001 I, POSTm SPEm or EL CAMINO REAL IS 35 MPH NORlH Of HOSP WAY, z. POSTm SPEED OF a. CAMINO REAL IS 55 MPH sourn Of HOSP WAY. J. SEEStiEET1FOR1RAf'F1CCOHTROLNOTES. TAPER LFNGIH CAI CYI A.DONS 1,MIH.MERGETAPERFORJ5MPH .. L .. ~•24.S' " 2. MIN. MERGE TN'ER FOR 55 MPH• L • (It) X (55) • 660' J. MIN.MERGETN'ERFORJ5MPH•L/J•~/J-51'-55' " 4. MIN.MERGE TAPER FOR 55MPH • l/3• ~/J • 137.5'-150' L-l.EN(m{ Of TRANSmON FDR g>EEDSOf40MPH OR IEiS -= 80 L • LENGTH OF lJW,ISITION fOR 9'EEDS GREATER ll!AN 40 MPH -sxw •-omu S•OES!ON::ffEO T3==-~ --~·----==?+ i'=:= .~ ...... ~ ~ ;,f ~~ C .... ·c=;~ = .. ~''-,....,=~,.~; c~ ~i; · SIGN SPACING SIGNSPACil',G ,SH:>1.1..DER ~" ... """' TO """ Z<K a."'-"' TO THIS !HIT THI SPACING TAILE !E: IJEVICE SPACI"' TAILE '°"" TAPER ---·--·-••-;F-H---· -····---·~·--7 PL.ACE R911o(l) ON n£ COi1t£R SEE DEVICE SPACING TAIi.£ SEE DEVICE SIGN SPACING TAPER lffOSm: SIIE ,r T>£ sn«T Ji\t" ~ !ET APPROACH I MINIMUM! MINIMUM NUMBER IMAXIMUW SPACING SPEED TAPER OFcctlESFOR OFCONESAl.000 (M.P.li.) LDIGlH TAPER TAPER ,-C,±c..__j_-"'<IJ..;L__J__fil""-'. --i --i i = = ""'""' c:::J a.osm TRAfflCAREA ~CHANGEASI.EMESSAGESIGN ~ TEMPORARY CO.STRUCTION SIGH (AS NOTm ON PLAN) • PORTABLE CONES OR OOJNEATORS DIRECTION OF TRAFFIC TYPEII BARRICAllf WlH CQIISTRUCTla-1 SIGH ~ MINIMUMPROPOSEDCQIISTRUCTI!JlLANEWD1H m F\.ASHINOARROWSGN @EX1ST1NGTRAff1CSIGNAl ~c ~ ~==~1~-~=:'i:.~zooa ~ PLACE R911o(R) ON n£ CXR£R PRICR TO 1IORK Za£ Q.OS\.R: TO WARHl'EJXSTRIANTOUSETI-£ Cl'Pl)SITE SIDE Of TI£ STflfET "RECORD DRAWING" •~ 40 eo 1j° SCALE: 1·-40• fc_c=_::= ... cc._:=_-:c_c-. --------t [TC-6 ~ CITY OF CARIBBAD l'"EETSI r--+--f-----------f---f--f--+---l~ PllBLICOORKSOEPARTMENT 128 El CAMINO REAL, CANNON, MARRON & TAMARACK LATERAL TYPICAL CURB LANE CLOSURE JiECYCLED WATER PIPELINE EXPANSION SEGMENT 5 t--+--+----------t---t--t--+---i!EM(HEll!NG MANAOOI PE C427i0 3/Jl{IB OAlE 1£11~1::_ REV1SION DESCRIPTION ~ Bi~ ::ff::: I PR5208 NO. I DR508~60,1 FINAL DRAFT -NOT FOR CONSTRUCTION 660'TN'ER ---...--,,,,,."'-' -__:=..-~---_::..;::::::::. :-IZ-,,-==--·~ 1oo'eLFTER ----.=:---ISTAGE 1 (SHEET 1 OF 211 HOURS OF WORK: CDP 2018-0011 SUP 2018-0001 WEEKEND 8:30AM -3:30PM DR NIGHT WORK 10PM -5AM SE£A~~~c1 --- --.:-------==--= ----··· -----·~:_---··:..-=--==~-----~~--~--==;-q~==~, -CHEll'INUTAVENUE POSTID5SMPH ---------='-:::-j 600' SOD' --__ -fJ/1-_ fi i ~ ~' ~' ~ ~ l l ~ ! a~~-.r POSJm 55 MPH ! ---------------------~r-----------------------,, f _::::,,-;-;:en-· ____ ~~---------.-------IOO'MRR !!80' TN'ER -··-~ -(11') <=> ---i ---·-{11') <=> .....!CJO(CA) _ I! .f ----·-· --(11') <=> ----""·CJO{~CA;:)c_ __ ~--~-~----=--""----,..,:,'a'-;;,--.,..,,----;1 i ~---,--·l~tr .......................... ~", c,2·, ~ ! ---e:6o(CA)~ (·;·z·;·j c:::;::.. ==,I 1 ---J j ! I I ) ~:-1::» c:3~ a'~~~ REAL ,s M MPH SOOTH OF Hw WAY. j' L' ~ 2. SEESHEET1fORlRAmCCOHlR«.NOTIS. W CA ~ CONSTRUCTION NOJES J.EGEtQ _ _ _ • ~ CD <XNES/DEUNEA~ SHAU. BE PlJ,00) ,~· IHTUIVAL.S. l2'Zll WORl( AREA HA 12!H f @ CXNES/DELIIEATORS SHALL BE Pl.ACED 25' tHERVAl.S. = I ·· ~ CLOSfD llWFlC AREA j .. ! ,:'~'.:. ~:::;·~~!~~~-~~ .. , • ''"' ... ~ :=:::,: ... (AS N01ED a, PlAff) ~1 .,:ij ! F ,_, • PORTASlECONESORDaJNEATORS ---i ~--1 L: ~~ OF TRANSITION FOR SPEEDS Cif!EATELIHAN 40 MPH c:::;::.. DIRECTION Of TRAFFlC GID-1 ll'20-l I TYPEnBARRICADE •• crn;a s-OESIGNSfEED lYPEUBARRICADE'MTH1XlNSlRUC110NS1GN ~ MINIMUM PRCJ>OSED CONS1RUCT10N LANE 'MOnl m IU9i1NOAAROWS1GN @EX1Sl1NG1RN'RCSIGNAL ~o ,ee,~DQW.s,SIJITEl4Zl,t:AIU8'.l),CAHOOI -no-im-Wft.$1C11Wn:.IXll,I I DAlCjlllTIM. EHtaaltOl"-1 ~ ~ ~ ~ 'f SCM.E: ,--40· REVISION DESCRIPTION m !I! -.v•--i~ i "RECORD DRAWING" ~I"~= .. ~=-"="-~~~~~--, ~ iTC-1 ~ CITY OF CARIBBAD ['"'ETSI ~ PUBUCV.ORKSDEP.O.RTMENT 128 EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 1 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANS/Of.J_ .g§MENI_5 jAPPRO~ MARSHAl..l.lt.PLANri IEMIHEll!IGw.HA!EIPEC427DOJ/Jl{IB~ FINAL DRAFT -NOT FOR CONSTRUCTION : i i ! '.', I l .j ! i I l i 'i .! l l • ~ 660'Tlf'ER 100'Blf'FER 660' TAPER SErTN'ERCM.C1 -___ , __ -----------------------~~~:>==-- ---------------"····--······--···--, .. -·-·· ISTAGE 1 (SHEET 2 OF 21 HOURS OF WORK: CDP 2018-0011 SUP 2018-0001 WEEKEND 8: 30AM - 3: 3DPM DR NIGHT WORK 10PM -5AM 500' 0 ----+-1 -,;,·-------.. ~ ----TRAfIJC CONTROL NPJES; 1. POSTm SPEED CK El CAMINO REAL IS 55 MPH SWTH OF HDSI' WAY. 2. !:EESHEET1FOOlRAFFICCONlROLNOTIS. CPNSJB1/CJ10N NPTFS @ CXJNE5/tlEUNEATORSSH,tJ.LBEPL.Acm~'INTERVALS. TAPFR I ENW CAI C\/1 AJJONS 1. MIN. MERGE TAPER• l • (12') K (55) • 860' L • LENGTli Of lRAASlllll,I fOR SPEEDS GREATER lHAN 40 MPH -sxw •• om<T S • DESIGN S1'EED J.EGfljJ)_ =--c:::::JctO!:EDTRAFTIC>RE.A fgg OiANGEABLE WESSAGESIGH ~ lDdPCRAAY CONSTRUCTION SIGN (AS NOTED DN PLAN) • PORTABl.£CONESOR DWNEATORS DIRECll~CFlRAFFIC T'l'PE!IBARRICADE T'IPE !I BMRICADE Vlllli CONSTRUCllll'~ SIGN ~ MINIMUMPROPOSEDCONSlRUC110NLANEVIIDTH !ml n..ASHINGARROWSIGH @EXISTINGTIWF1CS1CNAL EL CAMINO REAL POS1ED55MPH --------~ "RECORD DRAWING" .K-1 ~ &J ,i° SCALE: ,·..w· EL CAMINO REAL, CANNON, MARRON & TAMARACK e ~ii~=;~~~;,;~~===~~~ail~ IEJIIHERlNGMAHAOOI PE C427IIO J/J1{1B DA'll: ~=~~~,4:;,~-~zooe ~ REV1S10N DESCRIPTION .::! . ..!'..~~ O:~.~.~ l~ei!:*11 PR.~J~No. \0R~~~~~o. ~ I I 1--I I I 11 RECY~L:~~;T;Rr:,::r,~~~~z::s~~MENT5 . t---t·--t-· ----------f-. --,.-+. --,.--J. iAPPRO'ttO MARSH,\LL I(. PLANTZ .~ FINAL DRAFT -NOT FOR CONSTRUCTION J ~' ~ I l ; i i I J ! ! i I l 1 : i I f t JBAFf!C CONJROL NOTES; I. POSTED SPEm Of 0.. CAMINO REAL IS ~ MPH SOUTH Of HOSP WAY. 2. !EE SHE:ET 1 FOR lRAfflC COHlRQ.. NOTES. CQNSJBUCTIQN NOJES (D CONES/OEUNEATORS SHALL BE PLAcm ,~· tfTERVALS. © cam>/OEI.IHEATORS SHALL BE PLACED 2$' !NlERVALS. TAPER I FNGJH CAI ClJl A.DONS 1. MIN.MERGE TAPER-L• (12')X(~)•660' 2.MIN.9!CJJl.DERTAPER•L/J•~•110' J L=LENGlHCFlRANSITIONFORSPED>SCIIEA1ERlHAH40MPH -sxw w. OITT£T S-DESIGNSPEID = rz:z:IWORKAREA c:::::JQ.OSED1RAFF1CNl£A ~OlAHG£ABL£MESSACES1GN ~ lEMPORAAYCONSTR\JCTlON SIGN (AS NOTED ON PLAN) • PORTABLE <DtES OR OEUNEATtfiS DIRECTION OF llWllC TYPEIIBARRICAJJE: TYPEIIBARRICAOEWITHCONSTRVCTIONSIGN ~MINIMUMPRCFOSEDCONSTRUCTlONLANE'MDlli E F\.ASHINCARROWSIGN @ EXISTtU: TRAmC SIGNAL 660'1£RGETAPER ~ CDP 2018-0011 SUP 2018-0001 5TA(T7J HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SATURDAY "RECORD DRAWING" -40 20 0 40 IIO 1201------i,--,t.• I a;.oL.t:: t"-40' ""'·---I "~~.:::= -~ I EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 2 TRAFFIC CONTROL REC]'.flED WATER PIPELINE EXPANSION SEGMEf.lT S ~c IAf'PROIJED MARSHALL K. PLANTZ ~===+===t====================t==:::===~===+===1 ENIHERIH~ IWI.I.IEt PE C42790 J/Jl/18 DATE "'5A~~$Ull'E14!tl,~tAUtl08 PK*E:760-lll2-ffllDWWW.Slr!R.lll'C.COM RE\l1S10N DESCRIPTION I P,.Tt IIHll~l l>A'I! l"AAl.11~8J~:-::::ffli:::IC~ORA'fl1NCNO, ono N'l'fff;NN. aT'I' N'l'IIOV~ RWIO BY: ---1ilL_ 5208 508~6 FINAL DRAFT -NOT FOR CONSTRUCTION ! •, ~ I J I I l i j } } I i 1 f I ~ ~----~ --~'---"""""" V.lrul. CDP 2018-0011 SUP 2018-0001 SIA::cr::::JJ HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SA TIJRDAY ------~·ilj;:1~,;:0,,w,::«,,z:ttt~ ------------------------------------ ------------ ------------ --------------~.~ -----------------B.~M':"-~-.. -~ 100' 9JTIR MO'IERIETN'Dt i ~ °"~~----------__ -~~-----=---© ---=--~-=-·~~ :_ ---~~OJ)-? I -ea(_ ... _, _ _.,__,,___ m-~ --------I ---------------0--------o---JRAEEIC CONTBOI NPJE5· I. POSTED SPEID OFD. CAMINO REAl.lS 5,5 MPH SOOTH Of HOSP WAY. 2. SCESHEET1f0RlRArnCCON1RO.HOTES. CONSJRVCTION NOJFS (D CON5/0EUNEA'lms 9-lAll BE FUCED 1$' INTUIVALS. @ CONES/OELlNEATOftS!iiALLBEPLACED2.5'1NTERVALS. TAPER l FNGJH CALCUl ADON$ 1. MIN. MERGE TAPER• L • (12') X (55) • 860' 2.MIN.SH0UI.OERTAPER•L/J•~•l10' J LmlDIG"JHOF~SITIOHFORSPEDISGREA.ltR1HAN40MPH -sxw •-""" S • D£SGH SPEED l.EGE!,JI)_ rlz.2:IWOOKAREA c:J Q.OSED TRAfflC AAEA ~OlANGOOILEMESSAGESIGN ~ TEMPav.RY CONSTRUCTION SIGN (AS NOTm ON Pl.AH) • PORTA!llE CONES OR DEI.JNEATORS DIRECTION OF 1RAFl'lC T'rPEl8ARRICMlE TTPE I BARRICADE '1111TH CONS1RUCTION SICN ~ t,milW\JWPRCPOS[J)C0NS1RUCllONI..ANE\111DTH m Fl.ASHINGARROWSICH @EX15l!HC1RAFF1CS1CNAL a CAMINO REAL POSTED5.SMPH <1Ac ~ il&a:5AV[Jl!IM.a«:IMS,SUl1;14U,~.u.g2009 PffJ!iE:75C--80Z-'DO-=iwnt.COII ~ ~1·-40• "RECORD DRAWING" "'""'"~-~~= EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 3 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGME_NT S IAPPROI/Et> MARSHAU. IC. PLAHTZ I t--+--+-----------+--+--+---i---1 DilHBl!NG lilANA!EI PE C42.7~ 3/31/19 QA][ REVISION DESCRIPTION 1==:1 ::J.:w~11;tf~±II PR5208NO. I DRSOB-6°·1 FINAL DRAFT -NOT FOR CONSTRUCTION l ", ~ I l I I J .j ! i l j l i ';' .. t J I W}::::: .. _ .... (12.') 100'11lf'FER 8BO't.ERGETAPER -____ ____l;J,}1'£1< C"-C 1 _ ----_ ..fiL_ -~! U tt: .... ?,Jj ,,.w=ti=! !I! CDP 2018-0011 SUP 2018-0001 !STAGE 4J HOURS OF WORK: WEEKEND B: 30AM -3: 3DPM OR NIGHT WORK 10:00PM -5:00AM . ·····:::::·····-·····:···:-.. ..... I@ ················::ili: -·----··-.. · ... ··::!~ --------..... e-= ==e -A-::;::.: ~e =e --e -0 --<!> ac:MINOREAL ~ · -~.,~~ POS"JED55MPH ~~~ lRAEDC CONTROi NPJES· 1. POSTED SPEED OF El. CMIINO REAL IS 55 MPH SOOlH Of HOSP WAY, 2. SEESHEET1FORlRAFFICCON1RCl.NOTES. CONSJBI/CJJON NPIES @ CONES/tlELJNEATmSSHALI.BEPLACED2JJ'INTDIVAL.S. IAPEB I FN6Il1 CAI CULAJJONS 1. MIN. MERGE TAPER• L • (12') X (55) • 660' L•LENGTllOFTRANSITl~FORSf'EEDSGREATERlHAN'40MPH • S X W w-"""' S•DESIGNSF'EED l.EGElill l2'ZZ,IWOOKAIIEA c::J Q.OSED TRAfflC AREA ~Ol~G£AB1LMESSAGESIGN ~ IDIP<RARY CONSTRUCTION SIGN (AS NOTm ON PLAN) • PORT>a..E CONES OR DEUNEATOOS DIRECTIOOOFllW'FIC l'IPEUBAARICADE 'NPEIIBAARICAOEW11HCON5TRUCTIONS1GN ~ I.IINIMUMPROPOSEDCONS1RUC110NLANEWIDTH l!D Fl.ASHINCARROWSIGM @ EXISTINClRAmCSIGNAI... ~,"'fl) CJO (C\) l -·p, ~ ·-··· -·-···· -~-=-=··~~~~-~_:_ __ . -=3=~~:~==·=::;~:::::.::::~:~'f~--r aCAm«>REAL ~ 0 POSTED 55 MPH " "RECORD DRAWING" -----~ -'"I Jo--'w"' I P.c __ EXP. __ SCALEl ,~--w· -------El CAMINO REAL, CANNON, MARRON & TAMARACK PEC4271JOJJ11B~ iwm =~ =!:i 14:.r~.~ZOOII RE\JlSION DESCRIPTION = ~~ ':~ ~":: PR52lJ8 NO. I DR5(}8~6°·1 ' 1-,-, j===f=j-,-,1 STAGE4TRAFF/CCONTROL RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 T ' < FINAL DRAFT -NOT FOR CONSTRUCTION ! il, ~ i ! f £ I i 1 I ! i l J I i f I CDP 2018-0011 SUP 2018-0001 PROPOSED WA"JERUNE -------~--~-e----_Q ________ ...Q_ ___________________ _ STAGE 51 HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SATURDAY JBAEEIC CONJBPI NOJES· 1. POSTED SPEED OF EL CAMINO REAL IS 55 MPH SOUlH OF HOSP WAY, 2. ~SHEET1FOR1RAFF1CCON1R<l.N01ES. CONSJRUCJJON NOJES (D CONES/l>EUNEATORS SHAU.BE PLACED 15' INTERVALS. @ cx»iES/llEUNEATORS 9-IAU.BEPLACED '1!>'1NTERVALS. TAPER LENGTH CA\ CUI A.DONS 1. MIN. MER.CE TAPER• L • (12') X (55)"' 660' 2. MIN. SHOJLDER TAPER • L/3 "' '°-fOO • 11o' La~G"JH0flRANSl110NFORSPEEDSGREATERTHAN40MPH -sxw W • Of'FSET s • DESIGN SPEm 100'EJ.FFERMIN. SEE TABLE 90'0PENING -==~--=-=------I.Ell.WO. =--c:::J Q.cr.:EllRAmCAAEA ~CliANGEABL.EMESSAGESlGN ~ mtPCftARY CONSTRUCTION SIGN (AS NOTm ON Pl.AN) • PORT>a.E CONES OR DELJNEATORS DIRECTIONOFlRAFFIC TYPEUBNIRICADEWl1HCONS1RUC110NS1GN ~ MIHIMUMPROPOSEDCONS1RUC110NLANEWIDTH 1W) Fl.ASHING ARRO'N SIGH @EXISTIN01IWF1CS1GNAL ~---e-------·~ B. CA-«> REAL POSTED55M?H ' 110'5KlU...DER TAPER <4K-3 "° .. ·-• BO 1j° I SCALE: 1'"1U "RECORD DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 5 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXf'AN$1Q_N§E§jl/EfK 5 ~0 t----t--+----------+----t'---1---1--'-IAf'PROVED MARSHALL K. PLANTZ ~55~\IEHlll'IEM:W.S,SUIIE14Ul,~,CAilOOII l'K)NE: 1ro-e02--uaoWW11.sn:mm::.!X* REVISION DESCRIPTION PEC42790 J/J1/18 DAlE PROJECT NO. 1~GHO. 5208 I 508-6 FINAL DRAFT -NOT FOR CONSTRUCTION I •, ~ f t I 1 JBAEFJC CPNJBPI NPJf5; 1. POSlED SPEED CFEL CAMINO REAL IS 55 MPH SOUT11 OF HOSP WAY. 2. POS1£DSPEEDCFCARLSBADYILLACEDA1Vf.:IS40MPH J. SEESHEET1FORlRAfF1CCONTROLNOTES. CONSIBUCTION NOJES (D CONES/DEUNEATORS SHALL BE PLACED 15' IN1ERVAL.S. @ CONES/DEUNEATmS SHAU. BE Pl.ACED 25' !NlERVALS. TAPER L.ENGJH CALCULATIONS 1. MIN. MERGE TAPER• L • (12'} X (55) • 660' 2. MIN, SHOULDER TAPER• L/J • Cil..l.Wl• 110' ' J.MIN.MERGETAPER•L•~•J20' 4.MIN,SHOLIUIERTN'ER•L/J•~•SJ'-55' ' L • WiGTll OF TRANSITION FOR SPERIS GREATER TttAN 40 MPH -.....n. 60 L• I..ENGTll OF TRANSl1100 FOR SPEEDS GREAlER nV,N 40 MPH ,. S X W ·-OfFSET s-DESIGNSPEED . -···-· --·-··-·--"-··-~-=== ''j: ~.,._,~. ··-·;i>"'--·· -REIi' "-\ ----------.c ---~( • 0 El.=~MPH ' ~c ~ WiWD. =-AREA C]a.OSEDTRAFFlCAREA ~QIANGEABLEMESSAGE51GN ~ lEMPCRARYCONS1RUCT10N SIGN (AS NOTED ON PLAN) • PORT,1&,E CONES OR DEUNEAlORS DIRECTlONC.-TlWF1C l'l'PE II BAARICADE l'l'PENBAARICAOEW1lHCONS1RUCT1c»,iSlGN ~ MINIMUMPROPOSEDCONS1RUC110Nl.ANE\1!0Ttl ml FLASHING ARROW SIGN @EXIST1NGTIWF1CSIGNAL =~ .... -CDP 2018-0011 SUP 2018-0001 STAGE 61 HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SATURDAY ------~ "RECORD DRAWING" 40' 20' 0 40' 80' 120•1-------""""'-'"'I I SCAL.E: 1•-40• EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 6 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 E11otm!INGMAHAID PEC4271iOJ/J1/1!1 ~ ~m:, ~~~~1~-~~0iOOII REVISION DESCRIPTION I DATE ) INITIAL I DATE 1 "™ I g:-D El~~:~ I PROJECT NO. IIORA'MNG N0.1 DTHER N'PRDVAL arr N'Pffll'VAL RV'M> BY: ---1AL 5208 508-6 FINAL DRAFT -NOT FOR CONSTRUCTION ~ ,t l _, ;;, . ~ I l ~ ~ I 5 i .... ~/Jr ! r i J J i l H ~ t'r-;--.i,:=;:~=/~-i 1i • f " f • ~ JRAFEJC CONTROi NOJES; 1. POSTED SPEED Of El. CAMINO REAi.. iS S!i MPH SOU1H Of HOS' WAY. 2. SEESHEETIFORlRAFACCONlROlNO'lES. CONSJRUCDON NOJES (D CONES/00.INEAltlRS SHALL 9£ PLACED 1!i' lNTERVAl.S. @ CONES/i>EUNEATORSSHAUBEP1..ACED:z5'1N1ERVA1S. TAPER I fNGJH CAI CUI AJJONS 1. MIN. MERGE TN'ER-L-(12') X (55) • 6GO' 2. MIN.SHOUlDERTAPER•L/3•~•110' ' J.MIN.MERGETAPER•L-~-J20' L-1..ENGTHDF~SITIONFORSPEEDSQ!EATERlHAN..UMPH •LLD. .. L • LINGlH Of1RANSIT10NFOR SPEEDSCREA.TER nlAN 40MPH '"S X W •• cmET S • DESIGN SPEED 0 ---320'TAPER--SE£ CM.C 1 LEliEIID. !2'ZZll'ltlRKAREA c::::Ja..osEOTRAFFICAREA ~OiANCE'ABlEMESSf.GESIGN CDP 2018-0011 SUP 2018-0001 ISTAGEtJ HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SA lURDAY ~ 1EMPORMYCONS1RUC110N SIGN (AS NOlED ON Pl.AH) e PORTABLECO'IES~DELINEATIJRS DIRECTIONOfTRAfflC TYPE II BARRICADE TYPEllBARRICADEWllHCONSTRIJCTIOHSIGN ~ MINIMUMPRCf'OSEDCONSlRUCllONI.ANEMDTli EJ FLASHINGARROWSIGH @EXIS11NGTRAFFICSl!l'1Al llli ---_ !i'J --~ __ .... -•··--·---·-"·-·-___ .J] __ , ____ .. -··-··· ~~----···---··-···-__.-: =--,...s-4K-3 I -=~~ ===·-e-~·-"RECORD DRAWING" SCALE:·~ '"-'"' REV(E\IIJEOB'I' EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 7 TRAFFiC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 APPROVED MARSHAL.I. K. l'WITZ DIIHERINOMAN,1,!EIPfC4:mo3/31/1B~ RE\tlS!ON DESCRIPTION IIATE IINmAL """'"""'" l~Bi~±II PR5208 NO. I DRS08~6°· FINAL DRAFT -NOT FOR CONSTRUCTION i " i l I J i ! ! ·I ! i l l f ! j f IBAFAC CONIBOL NOTES· 1. POSTED SPEEO Of EL CAMINO REAL \5 55 MPH SOUTH Of' HOSP WAY. POSlEDSPEEDCf"CARLS8AD\1UAGEORM.:lS40MPH. 2. SEE SHEET 1 FOR lRAfflC CONlROI. NOlES. CONSJRl/ClJQN NOif5 (D CONES/DEUNEATORS 9-IAU.BE PLACED 15' INTERVALS. @ CONES/OELJNEATORSSHA!.l.BEPL.ACED :ZS' INTERVALS. TAPER LENGili CAI CUI ATIONS 1. MIN. MERGE TAPER• L • {12'} X (55) • eao· 2. MIN.MERGETAPER•L•(12')X(40)"2/60•J20' .1.MIN.SH0Ul.DERTAPER•l/J•~•100' J o4-.MIN.SH0UlDERTAPER•L/J•~•5J'-6D' L•L.ENGlHOflRANSITIONFORSl'EEDSCREATERlHAN40WPH ., wx 5 L • L!NGlH Of 1RANS1TIOH FOR SPEEDS Of 40 MPH OR LESS •U.O. " .. """ S•OESIGNSPEED CARl.8IW) VUAOE DR -~-~--== ------Wiall! = ""'""' CJ a.osm TRAf'FlC AA£>. ~cH,,NGEAll.EMESSAOCSIGH ~ ID!PORARYCONSTRIJCTION SIGN (AS NOTED ON PLAN) • PORTASLE CONES OR DEIJNEATOOS D!RECllct,IOflRAFFlC T'IPEIIBAARICADE T'l'PE I BMRICADE 111H C0NS1RUCT10N SIGH ~ MINIMUMPROPOSEDCOHSlRUC110NLANE\lilDTH lllJ Fl.ASHING ARROW SIGN @EXIST1NGTRAFF1CSIGNAL 660'~T.v'ER SEETAPERCALC1 CARIBIIAD VIUAOE DR ~v 51111,t::/:~~~1~~.~~iooe CDP 2018-0011 SUP 2018-0001 STAGE 81 HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SA lURDAY "RECORD DRAWING" :zo 40 o <4ll eo ,fl '"""'" .. ·-· SCALE: 1-W EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 8 TRAFFIC CONTROL B_ECYCLED WATER PIPELINE EXPANSION SEGMENT 5 w I I I I 11m,o= MAA~fil<e~n ENfHEll!NGMANAGOI PEC4271Kl J/J1/IB DAlE "~ '"'" "~ _ ~'1/o'J;,-""-I PROJECT NO. I~' ,o, •• ••. -• -·•• Rl'Wll BY, -lilL 5208 508-6 REVISION DESCRIPTION FINAL DRAFT -NOT FOR CONSTRUCTION ~ ", ~ ~ i l ~ ~ I J i i ' I l J I i f ! 1 I ~~-.~~DR ---_::--.-'VJ, ~I ,'1 1'/=•f../ -·---c::::--..__ I _, !; I /I..! --·-, ,... . // . --.::: :1,,I-' 1------'.Y ',Ii "" J12·J 7 I ---1'. --,_ ('2:J ,,/~ I ·---) \,.Yi~/ / I ~ _____ :_-/;'-® ,/ ,?: ---'-~· I/ ilf;;;i'. ' i/jf JRAFTIC CONJBOI NPJES· EL CMIINO REAL POS1ED55MPH 1. POSTEll SPEED CF El CAMINO REAL IS 55 MPH SOOTH Of HOSP WAY, POSTm SPEED CF El CAMINO REAL IS 35 MPH NORTH OF HOSP WAY, 2. SEESHEET1fORlRAff'ICCON1RCX.HOTES. CPNSJBUCDPN NPJES (D CONES/OEUNEATORS SHAU. BE PL.ACED 15' INTERVALS. @ CONES/DEl.INEATtlRSSHAL.1.BEPI..ACED21,'!NTERVAI..S. TAPER l fNGJH CAI Cl/I ADDNS 1. MIN.MERGETN>EJl .. L .. {12'JX(J5t2/60•245' 2. MIN.SHOULOERTAPER•L/J"" {al..X...!m.•41'-50' J L•I.DtGlHOflRANSITIONFOOSPfiDSOf40MPHORL.ES3 -l!..llU " •-""" 5 = DESIGI SPEED = tZ2ZJ'M:lRKAREA c::J Q.OSED 1RAFFIC MfiA ~QiANCEA!ILEMESSACESICN "'-·--.. -:;; ---------. ---· .. · ........ __ .... ~ -::::..;;::.:_ ----_-_-: ~~-;--1 EL CMIINO REAL POS1E05.5MPH ~ lEMPOIV,RYCONSlRUCTION SIGN (AS NOlED ON Pl.AN) • PORTA9l£ CONES OR DB.JNEATORS D1RECT1QllCFTRAFF1C TYPEMBARRICADE lYPEHBAllRICADEWITHCONS1RUCTIOHSIQ-i ~ MINIMUMPROPOSEDCONSTRUCTIONLANEWIDTlt m fl.ASHINCARROWSIGN @EXISTINClRAFFlCSIGNAL ~c <t1 ~"=: ~~~1~-~-~iroll REVISION DESCRIPTION _I;!_ SCALE: 1•=40• CDP 2018-0011 SUP 2018-0001 !STAGE 91 HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SATURDAY "RECORO DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 9 TRAFFIC CONTROL RECYCLED ~ATER PIPELINE EXPANSION SEGMENT 5 APPROVED MARSHAU. K. PL.Nm D/~NOMANA!EI PEC427~J/J1/1B DAlE OWN~ I PROJECT NO. ]I DRAWING NO. I '""~ .11"rn:-1 :: • '".:.,: 11= ~~~ s2oa soB-6 FINAL ORAFT -NOT FOR CONSTRUCTION ' ~I e, i :i l ~ ~ I .! i i :,; i j I i l i i 1 ! I --=----=--IBAfFIC CONJBPI NOTfS; 1, POSlEO SPEED OFEL CAMINO REAL IS 56 MPH NORTH Of HOSP WAY. 2. POSTED SPEED Of EL CAMINO REAL IS J5 MPH SOUTH OF HOSP WAY. J. POS1ED SPEED OfHOSP WAY IS 30 MPH. 4. SEE9iEETIFOR1RAFFICCON1ROI.NOTES. CONSTRUCTION NOIFS (D CCNES/OEUNEAltlRS SHAU. BE PLACED 15' INTERVALS. @ COOES/OEUNEATmSSHAU.BEPL.ACED'lb'INTERVAl.S. TAPER I fNGJll CAI CW AJJONS 1, MIN, MERGE TN'ER • L • (12') X (JW2/GO'" 245' 2. MIN. MERGE TN'ER • L .. (12') X (.30)":Z/110 -180' 3. MIN, 9-IOULDER TAPER -L/J • c.u..x.pm • 41' -50' L-L£NCTH CF TRANSITION FOO SPE£DS Of 40 MPH OR LESS -~ •-OfFSET s-DESIGN SPEED 11 l! ~w ~1~~r 'O 100.· EJ..FFm I.E!lllil! t'ZZZI WORK AREA c:::Ja.osEDlRAFFlCAREA ~CHANCEABLEMESSACESIGN EL CAMINO REAL POSTED JS MPH ~ lEMPORARYCONSTIIUCTIONSIGN (AS NO'!Dl ON PLAN) • POOTAl!L£ CONES OR DEI.JNEATORS DIRECTIONOF'llW'flC T'l'PEIIBARRICADE TYPE n BARRICADE WITH CONSlRUCTION SIGN ~ MINIMUM PROPOE CONSTRUCTION LANE W.DlH l!D FLASHINGARROWSIGN @EXIS11NG1RAfllCS1GNAL HOIIPWIIY POSTED JO MPH '/ 24!i'~TAPER SE£ TAPER CAL.c I =-==-=-~0 MO,=~~~~:'~ _iloM-61. 114-lO(L) of '1 El..~IIIJ/iE.1,£__,SCJ(CA) DETOUR MAP ~:~ ' CDP 2018-0011 SUP 2018-0001 ISTAGE 101 HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SATURDAY "RECORD DRAWING" 1--t,J 40 eo 1jo ~1·-w· EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 10 TRAFFIC CONTROL RECYCLED WATER PIPEUNE EX_f'N§lON SEGMENT 5 IAPPRO\ofil MAASHALL IC. Pt.ANT? ~ I I I I I ~--HOW.AO, ~ ~,m JQ1/IB DA~ DA~ ""~ DA~ N~ ~~,.J~, _.._ I PROJECO ,o. I ORAW,0 ,o. OTHEA APPROVAL QlY N'Pl'IOVAL RI/YIO BY: ---1il4...._ 5208 508-6 REVISION DESCRIPTION FINAL DRAFT -NOT FOR CONSTRUCTION ~ •, ; 1 I r l i ! ! 1 i I I J i j I f ~ El._c,4J,/flb~ ,-,-, 1 I ,...., DETOUR MAP NlT TO !:£IJ...E HOBPWIIY POSlEDJOMPH .t.f~""" / '/ / -----7 tEdiif o,(~f ---"~; -··---~ ~ ~~c, ---~--~ me ffijj '"' I I ~--~ ----·---·-«--.-._ .. ___ I; 1~-7t-F=-= -~--~ll!r~~-~--~.. L1-·T/,---1-;-e,-"----,,., ~ ;•', i<, --------· -~-I J ... I I I JRAfAC CONJROI NOTFS; POSlEDSPEEDCFELCAMINOREALIS~MPHNORTliOFHOSPWAY. POSlED SPEED Of EL CAMINO REAi.iS 55 MPH SOUlH OF HOSP WAY, J. POSlED SPEED Of HOSP WAYIS 30 MPH, 4. SEESHEET1FOR1RAfF1CCON1R<l.NOTES. CONSTRUCTION NOJES (D CONES/t>EUNEATORS 9-IAU. BE PL.ACED 15' INTERVALS. @ CONES/t>EUNEATtlRSSHAI.LBEPLACED2b'INTERVALS. TAPER I ENGJH CAI Gill ADONS 1, MIN, MERGE TAPER• l • (12') X (J5)"2/60 • 245' 2. MIN. MERGE TAPER• L • (12') X (Jor2/60 • 180' J.MIN.SHOUlDERTAPER•L/3•~•41'-YJ' J L • L£NIHH Of TRANSITION FOR SPEEDS OF 40 MPH OR LESS -un " ·-cmET S • DESIGN SPEED WiW1. =--CJ Q.OSED lRN'FlC AREA ~~ANGEABl.EMESSAGESIGN ~ lEM?a'V.RY CIJ,IS'lRIJCTION SIGN (AS NOm> ON PLAN) • PORTABLE COOES OR OEUNEATORS DIRECTIOHOFTRAmC TYPE II BARRICADE TYPE II BARRICADE YIITH CONSlRVCnON SIGJI ~ MINIMUMPR0f'OSEDCONSTRIJCT10NLANEWID1H IDll Fl.ASHIHGARRDWSIGI @EXISTIHClRArnCSICN>J.. "I I , Ii ·~. ~0 ~ M"=~~~l~~~W9200& 49 2P ~ ''-'P SCALE: 'f"-40' REVISION DESCRIPTION BP CDP 2018-0011 SUP 2018-0001 1STA~11J HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SATURDAY T~-~~--c-c~>= ·-·z_~ "RECORD DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 11 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGME/vT 5 °APPROvtti-i,iARSHAU. I<. PLANTZ Ell!HIRINGIWIAIIRPEC4279DJ/Jl/18~ I Dt.TE 11Nmt.L I Dt.TE I"™ I g:~s:~:-:::::::C [ PROJECT NO. IIDRA'MNG NO. Dn£R IJ'FROVAI.. OTY APPIIDVAI.. RI/YIO BY: ___wt._ 5208 508-6 FINAL DRAFT -NOT FOR CONSTRUCTION ! 5 •, 9 I l a I f i J i ! J l l l ~ ISTAG~r2! HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SATURDAY 245' li£RGE TAPER 50' 9W.DER TA/'<R !£tTAP!R CAl.C2 !i:I~ •. =···.TL ;Jt .:°'!±'.'..vu !jj~ ~ --,--_:;···;.;, ----·-··:··.s··---~) FAS]] ~--·····---_ ~-re <::::o ~~) _ i '' ....... -2 !J.t),, -. -·· ~~~=-----i --~' ~·. 'i --~ r1r::r ;·· : (":~NO REAL : ~ El.POSTED JS MPH IBAEDC CONTROL NOTES· 1. POsml SPEED OF' El CAMINO REAL IS 35 MPH NORTH OF' HOSP WAY, 2. SEESHEET1~TRAFACCONlROLNOTES. CONSTRUCTION NOTES @ CONES/DELINEATOOSSHAU.BEPL.ACED2!/INTERVAL.S. TAPER LENGTH CAI CUI AJJPNS I. MIN. MERGE: TAPER• L • (12') X (35)"2/&0 • 245' 2.MIN.SHOUL.DERTAPER•L/J•~•41'-50' J l• L!NCTH CF 'llWiSITION RR SPEEDS OF40 MPHORL£SS -= " W • OFfSET S • DESIGN SPEED -----i.i=-,~, = l'ZZZJ'MlRKAREA c:::Ja..OSEDTRAFF!CAAEA ~a-tAHCEAlll..EMESSAG'ESIGN ~ TEMPORARY CONSJRUCTION SIGH (AS NOlED ON PLAN) • PORTABl£ COIES OR OEUNfATtlRS ~ D1RECTICJf0FlRAFF1C TrPEHBARRJCADE TYPE Q BA!lRJCADE \ll!TH CONSTRUCTION SIGN ~ MINIMUMPRa>osEDCONSTRUCllOOLANEl'IIOTH m Fl.ASlilNOARROWSIGN @EXIS11NC'IRAFF1CSIGNAL 350' ~ HAYMAR DRIVE ,' J50' :t ')I I. 'I 11 ~§ i~I ~ ~=~!I! , I -···=·~-~~,~~--···-·-·1 I 8R7I OfF.IWIIP ., .. ,U I I ! ,,.. CDP 2018-0011 SUP 2018-0001 ~~~~~,,.,g,,.,.::' .L~~lLJ: ~c ~ ~:::::~~~1~~-~gzroi, . .. .. ---.. ··-···--······-··--\~ ;;\0_\ .... · r §OJ \"" ... \ ~. \~\\\1 \ \ \ ' \ \ "RECORO DRAWING" ~ "'60 'j' ~1·-40· ~IITC-1. f"Si@l CITY OF CARLSBAD I SHms I --+--+------------,f--t--+--+---J~ PlJBUCWORKSDEPARTMEITT 128 --+--+----------->---+--+--+---< EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 12 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 APPROVED MARSHALL K. PLANTZ f--t--t-----------f--t--t--+--i!EHIHERING WANA!EI PE C4:Z7'i0 J/J1{18 ~ = 0i~ ~ I PR5208 N~ I DR508~6°· REVISION DESCRIPTION FINAL DRAFT -NOT FOR CONSTRUCTION • ~' ll, i l t I i 1 ! ! ! I l l t I c20-21 TRAEDC CONTROi NPJIS· 1. POSTEDSPEEDa'El.CAMINOREAllS~MPHNORTMOFHOSPW,.,Y. 2. POSTED SPEED a: MAA!UJ~ ROAD IS 40 MPH, 3. SEtSHEET1fORlRMFICCON1ROLNOlts. CONSJRIJCJJON NOTES G) CONES/DEI.JNEATORS SiAU. BE Pl.ACED 15' INTERVAl.S. @ CONES/DEUNEATORS91AU.BEPI..ACED25'INTERVA1.S. TAPER I FNGJH CAI CVlATIONS 1, MIN. MERGE TN'ER -L .. (It) X (35}'"2/60 • 245' 2. MIN. MERl:E TN'ER • L • (12') X (J0)"2/00 • 160' 3.MlN,SHOlll..DERTAPER-L/J•~•-41'-50' ' -4.MIN.SHOUl.DERTAPER-L/J•~•J0'-40' ' L• LENGTH OF TAANSITIOH FmS'EEDS Of40 MPHORL.£SS • ll.ll " •· oma S • DE!ilGN SPEED 245'1ERG::TAPER :::::i·=-·-' = =--c:::J ClOSED TRAFFlC MU. IQ§! CHANCDa.E MESSAOC SIGN ~ T£MPOAARY CONS'TRUCTIW SIGN (AS NOTED ON PLAN) • PORTABLE CONES OR DWNEA'TIJ'G DIRECTlCJ,IQ'"TRMflC TYPE!IBARRICADE'MlHCOOS'TRUCTIONSIGN ~ MINIMUMPROPOSEDCONS'lRUCTIONLANE\ll!DlH m Fl.ASHING ARROW SIGN @EXISTINGTRAFFICSIGNM. I I I I --;~_\ \f-~J •. \\ I I HAYIIAR DRIVE PIAZADRIVE I _,... 8R7II OfF-IWIP l 11 CDP 2018-0011 SUP 2018-0001 [STAGE 131 HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SA lURDAY -····--···-"··-···-------~-· ~-;:--;s;~.1,-\:-."' \~\>~-'.' \ \ \ \ ' \ \ ~ _ -----w20-5(11<)~ I -,,--.;;;c.,,---j i I --~ ,~ ::.: ~ --:_ ~-=-=±=-===1.J!._,,;t__il, ---11~ ~ --'14 : -W-~ ,.;(;-.1r .I . ~ I ~ "RECORD DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 13 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 f--f--+----------t--t--+-+---JfAP°PR0',£0 WARSHAU. K. Pl.ANTI 4K~ l so· 1l ~o ~ 2e,=:~~~,~-~~Vl008 SCALE: 1·-40• REVISION DESCRIPTION FINAL DRAFT -NOT FOR CONSTRUCTION 1\ i I )'I ; .i'}l1: I I~, ,r 5 l ' ~ ", I 'I ~ E $ ; I i I 1 'I 1l, 1 'i' i !,I I : t "c i : rt':~ ~ 11:1i i " ! X l '20-2 . I l I j l l • ! ri • i f ! t J :;:; JBAEDC CONTROL NPJESi 1. POS1Dl SPEED Of EL CN.IINO REAL IS J5 MPH NOftlll OF HOSP WAY. 2. POS1IDSPEEDOFMARR0HR0ADIS40MPH. J.H!iiEET1FORTRAFF1CCONlR!l.NOTES. CONSJBUCJlON NOTES (D CONES/DEUNEATORS SHAU. BE PL.ACED 15' IHTERVALS. @ CON£S/DEUNEATORSSHAU.BEPL.ACED25'1NlERVALS. TAPER LENGJH CALCULATIONS 1. MIN. MERGE TN'ER -L-{12') X (J5)"2/6D .. 245' 2. MIN. MERGE TAPER• L • (12') X (30t2/60 • 111Cl' J.MIN.SHOOLDERTAPER•l/J·~-41'-!!o' J L•IDIClHOFlRANSlllONFOR!l'EEDSOF40MPHORLESS -l<.lLil " W'" OFFSET S • DESIGN SPEED 1i ::::-i.l!!ll'l",..,, 40Mi....3 ,40· ao· ,r ~,·-w• J.EllUlj)_ =--c:::Ja..osEDTRAFFlCAAEA ~OiANCEABI...EMESSAGESIGN ~ TD,1Pa'V.RYCONS1RUCTIOH SIGN (AS NOTED OH PLAN) • PORTABI.£ CONES OR DEI.JNEATCRS OIRECTIOHOflRAFFlC TYPEPBARR1CADE TYPEIIBARRICADE'MlHCONSTFiUCTIOHSIGN ~ MINIMUMPROPOSEDCONS'JRUCTI:!NLANE\IIIDTH Ill) Fl.ASHINGARROWSIGN @EXISTIHGTRAFF1CS1GNAL ~c <?:1 .,.m=: =!~1~.~~2005 I / i,, I REVISION DESCRIPTION I CDP 2018-0011 SUP 2018-0001 !STAGE 14! HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SATURDAY 8R78 OFl4IAMP .,o-,U 11 I ! ........ R:'l:"1(~ ~ .... -=~,=~r··· "' ')-~ . \\\ \\, Y\\\' ,,~ \ \ \ %, \ \ \ .,,.. ·.::-2 ±--e. -~-'61,,-,i, :,~(j;tj I m --~· ~-.·.·.···. -.--~:1 c·= .. !!~.b; i ~D "RECORD DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 14 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 APPRO\'m MARSHALL K. PLANTZ ENl»EEIINGIWIACIR PEC42790 J/Jl/18 DATE --PROJECT NO. ]IDRA'MNG NO. 5208 508-6 FINAL DRAFT -NOT FOR CONSTRUCTION { s ;: J l ~ ! I ! r I I = ~WORK AREA c:::JCLOSE)l!WFlCAREA [f!§ICHANGEABLEMESSAGESIGN ~ 'IEMPORARY CONS'JRUCTION SIGN (AS NOTED ON Pl.AN) • PORTABLE CONES OR DEl.JNEATORS I• o:::> D1REC110NOFTRAFF1C l ! I j I 1 I Tl'PEIBARRICADE T'fPE H BARRICADE 'MTH CONSlR\JCTION SIGff ~ MINIWUMPROPOSEDCONS'JRIJCTIONLANE'MOTH Im R.A!iilNCARROWSIGN @ElGST1NCTIW'F1CSlr.:H"1. JRAEDC CONTROi NPJFS· 1, POSTED SPEED Of EL CAMINO RE>J.. IS JS MPH NORTH Of HOSP WAY. :Z. POSTEDSPEEDOFMARRONROADIS40MPH, J, SEESHEETIFOffTRAFRCCONTROLNOTES. CPNSJRI/CDON NPJES (D CONES/bEUNEA~9fAl1BEPLACED1S'INlERVAJ..S. @ CONES/OEUNEAnmSHAU.BEP1..ACED25'INTERV>J..S. TAPER I fNGD:1 CALCULATIONS !. MIN, MERGE TAPER• L • (12') X (35)"2/ao .. 246' 2. MIN. MERGE TAPER• L • (12') X (40)"2/BO • 320' 3. MIN.SHOOI.DERTAPER•L/J• ~--41'-Yi J L • LENG'lli Of TRANSITION FOR SPEEDS Of 40 MPH OR LESS -= 60 w-<>TIET S • Df:SGN SPEED 31(31( I J I / /I I I I I 350' ;~_::.::::' ';; I ' :::::i •• ,"'411. ~ -40' 80' 1j' SCALE: 1•--40• 8R780FF.-li! ~~JJ.11 1 s' i J , I ,LI i:!1110 CDP 2018-0011 SUP 2018-0001 J50' .,.-Me -----=.,-,r"'J: ,-··----s . \ \ '",\\\~\ \ \ \ \ \ \ "RECORD DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 15 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 ~c ~ +---+--+-----------+--+---+--+---ii APPROVED MARSHAU. K. PLNHI saa!IAVENl!l'IENCm',S,SUfltl~Ul,~,c:.Agzwi, pHOfj[: 760-60:Z-u90 WW'll.sn;n!Affl;;.COl,I REVISION DESCRIPTION FINAL DRAFT -NOT FOR CONSTRUCTION IIARRONROAD POS1E0'40MPH CDP 2018-0011 SUP 2018-0001 !STAGE 161 HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SA lURDAY ·-9· }·. I \\~• \'t ,,, .. -··._ ·.' .\ '\.. ..-.,· I\ \1 \ \'. I I . ' \ . .. I ·. \ \. \\ I ~ ,,J::::,)"·~ ---, --;g\~-.~~~~~~~~= ~~I I a' l ~1; .,._, i I i t~ ! I ~ I ~! // ! l 1 l I } 1 I JRAEFIC CONTROi NOJfS· 1. POSTID SPE£0 OF' EL CAMINO REAL IS J.5 MPli NORlH Of HOSP WAY. 2. SE:rSHEET1FO'l:TRAfflCCONmOLNOT£S. CONSTRUCTION NOJfS G) CONES/DELINEATOOS SHALL BE PI..ActD 1S' /NlERVAI..S. @ CONES/DEllNEATatSSHAU.BEP!.ACOl25'1NTERVALS. TAPER L£NGJH CAI CVI AJJONS I. MIN, MERGE TAPER• L • (12') X (35)":z/60 • 245' L'" LENGTH OF' TRANSITION ml SPEEDS OF 40 MPH OR l£SS • "-LU 80 .. """" S • DESIGN SPEED l.E!lEND. ~WORK AREA c:::]ClOSEDTRAF'flCAAEA 1£HfilDIANGEABLEMEss.\CES1GN ~ 1EMPORARYCONS1RUCT10NS1GN(ASNOlIDON~) • PORTABLE CONES CA DEI.JNEATORS t:::> DtRECTIONOfTRAFFlC lYPEllBARRICADE ~ TYPEOBARRICADE'flllHC<J'jSTJlUCTIONSIGN ~ MINIMUMPROPOSEDCO'IS1R\JCTIONLANEWIDlll m fl..ASHINGARROWSIGN @EXISllNGTRAFFICSIGNAL @J a 1:-«) RFAL POSTID J5 MPH \1,\~ ::::-i·=-·-· 49' 29' Q i--.-49' 89' 5CAlL: 1•-40• <fAv ~ 12!)' 5110, Al'Dllt:11 DICIIW>, SUlll: 14Z9, CARlSBA!l, CA ~ZOIJI! POOHE: 7W-9D2.-4Z90 WIIWS!'CTIW'FX:.CUlot "RECORD DRAWING" P.C--EXP. ---EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 16 TRAFFIC CONTROL RECYCLED WATl:R P/Pfi/NE EXPANSION SEGMENT 5 I APPRO\oal MMSHALL K. PlNHZ t:==:t===t:====================t:==:t===t:==:t==::: EM<»EERIHG WJWEt PE C42790 J(J1{1B DATE REl/1Sl0N DESCRIPTION = ;~ r:;~ ~~ ~Bi~=== I PR5208 NO, I ORS08~6°· FINAL DRAFT -NOT FOR CONSTRUCTION ~ 5 11, ~ I l ~ I I i l ·I ! ! ' } ! l y 90' CffNlN:; -------------------·------------t,!,! -i:~----~ 8R 11 OfF.AAIIP 350' (12')~ _Jf::: 1-350' 350' --·=)----------l , I" ~!20-1-El.=~M~ :rr~TJ """"" LATIRAL EL CAIINl REAL POSTED JS MPH ii' I I "' '\\\,.'('~ ::::::i.i=,,..,, 'tr (12') c:::> ~ 10·} c1iii c:::> _JJFF~''l""~-··~-····,-: 'f~ -f=;=o,1--;-~ IBAEEJC CPNIBPI NPJES· 1. POSlED SPEED Of EL CAMINO REAL IS J5 MPH NORTH a= HOSP WAY. 2. SEESHEET1FORTRAFF1CCOOTROI.N01ES. CONSJBUCTIPN NPJFS (j) CONES/DEl.JNEATORSSHAU.8EPLACED15'1NlERVALS. @ CONES/1>EUNEATI>RSSHAllBEPLACED25'1NlERVALS. TAPER I fNCJH CAI CVI AEONS 1, MIN, MERGE TAPER • L • (12') K (Mj:2/60 • 246' L• L.ENG1HOFTRAHSH10NFORSPEEOSa=40MPHORLESS -rLfiP-•-OFFSET S • DESIGN SPEED WIDJ.12 =--c::::J QJJSEDlRAfF1Clff.A ~OiAN<v.eLEME5SAG£S1GN ~ lEMPORARYCONSlRUCTION SIGN (ASNOlID ON Pl.AN) • PORTABLE CONES OR DEUNEATORS D1REC1laia'TRAFF1C nPE U BARRICADE 'MTH CONS1RUCTION SIGN ~MINIWUMPROPOSEDCONSTRUCTIONLAHE'MOTH 1m11 R.ASH1NCARROWS1Gff @EX!SllNCllWFlCSIGNAL 40K-i ~o· 7' ,r <fAC ~ ::il.ALI:.: 1"-40' -AVEH1lll.EH0"'5,SUrrE14ZB,c.om;5BW,C-.g200II PHOIIE: 160-&0:Z-ffllO W1¥11.sn;nwn;:.COM REVIS!ON DESCRIPTION CDP 2018-0011 SUP 2018-0001 !STAGE 17 (SHEET 1 OF 2)1 W.YIWIRD POSTED JS MPH t HOURS OF WORK: 10:00 PM -5:00AM NIGHT WORK I "' ,,~ ·11 ,~ ~· I "RECORO ORAWING" FINAL DRAFT -NOT FOR CONSTRUCTION ! ~' ~' 3 ; i ! j ! I l i i } } J I j l t f IBAEBC CONJBPI NPJFS· 1. POSTEDSPEIDCFWARR(J,IROAQIS-40, 2. SEE 9\EET 1 fOR lRAff1C CONTRCl. NOTES. CONSTRUCTION NOJES @ CONES/OEUNEATORS SHAU.8£PLACED 25' INltRVALS. TAPFR I ENGJH CAI CVI ADPNS 1. MIN. MERGE TAPER• L • (12') K (40)"2/80 • 320' L•LENGTHOFTRANS1TIONFORSPEEDSCf'40MPHORl£SS -"--"-Il 60 ·-"""' S • DESIGN SPEED I.E!lfljJ)_ C2ZZ.l~AREA. c:::Ja.o:sEOTRAff'ICARU. ~a!ANGEA9l.EMESSAC£S1CH ~ TEMPORARYCONSTIUIC'TlON SIGH (AS NOTED ON Pl.AN) • PORTABLE COOES 00 DEIJNEATtlRS DIRECTIONOfTRAFf\C TYPE II BARRICADE TYPEII BARRICADE Mlli CONSTRVCTION SIGH ~ MIN!MUMPRa>O!ElCONSTRUCTl(l,ILANE'MDTH m FI...GllNC ARROW SICN @D!STINClRAF'F1CS<llAI. )\Ill ~a\C I I 1' ~-1..W::11!1:.M.E:1'"4()• 49' 29' Q ~'---''-' 12P' '" Me5AltND\DICINAS,5Ul'JEl4Z9,tAIU&IO,CAVZII» SCALE: ,•.40• -111>-6DZ--~ 1• \ I ~ I 1\ u llf. + \, I ~ i ff• t I !' -~t I O 10 ' ~(tt)~121 ~· _i ~ ~ ~ REv1S10N DESCRIPTION CDP 2018-0011 SUP 2018-0001 !STAGE 17 (SHEET 2 OF 2) HOURS OF WORK: 1 0: OOPM -5: OOAM NIGHT WORK "RECORD DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 17 TRAFFIC CONTROL B_ECYCLED WATER PIPELINE EXPANSION SEGMENT 5 APPR0'"1£0 MAASt!AU. K. PLANTZ EJl!HIRINGw.MAlEIPEC427903/J1/1B~ IDl'iw BY: ::::JB.....::11 PRo.ECT NO. IIDRA'MNC N0.1 0~~ _J ~~ I ~,.~_IN~ I = ~~ ~ 5208 508-6 FINAL DRAFT -NOT FOR CONSTRUCTION 1 i i J l I i I f I mAEFJC CONJBPI NOTFS· 1. POS1EDSP£EDCf'RCAMINOREALIS35MPHNOR11i Of HOSP WAY, 2. POS1EO 5PfEO OF MARRON ROAD IS 40 MPH. 3. SEESHEET1FOR1RAFF1CCONTROLNOTES. CONSTRUCTION NOTES (D COOES/DEUNEATORS 9-JAU. BE PI.ACB> 15' INlERVALS. @ COOES/DELINEATORSsa-lfilBEPI.Al:m~'INlERVALS. TAPER LENGTH CALCULATIONS i ~:: ~~: i= : ~ : g~ ~ ~:~~ts~ : i1~ l. MIN.SH0ULDERTAPER•L/J•~•41~50' J l • l.ENG'Jli Of TRANSITION FOR Sl'EEDS Of 40 MPH OR L£5S -~ w -ornET S-= OESGN Sl'EED = rz::z1 WORK AREA c::J a.osm TRAFFIC ARD. ~CHANGEAlliMESSAGESIGN ~ T!MPORARY CONSTRUCTil)I SIGN (AS NOTED ON PLAN) • PORTABI.£ COOES OR DEUNEATORS OIRECTIONCFlRAFFIC nPE II BARRICADE Ylllli COOSTRUCTION SIGN ~MINIMUMPROPOSEDCOOS1RUCTIONL.ANEYl1011i m Fl.ASHING AAR0\11 SIGN @EXISTINGTRAFACSIGNAL ::::--i.-i=-,~, '°K_. 7' i' 'T' ~,·-40• PRIPOSEDIATERLU£ \t_~. ct,(C'.1,,k \ \i/1~ \< MATCRJNE • SEE ABOVE RIOIIT <1Av ~ -,=~~~i,~.~92008 ~-; i I ~ REVISION DESCRIPTION \, I'' I '\I' \~~)· \~' \ \ \ \ \ .... , \ \,\~\ , \\,,A,n MARRON ROAD POSTED40MPH CDP 2018-0011 SUP 2018-0001 'RECORD DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 18 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 APPROVED MARSHALL K. PLANTZ FINAL DRAFT -NOT FOR CONSTRUCTION l 1 i } ! } i i t I t I !STAGE l9J HOURS OF WORK: 10: OOPM -5: OOAM NIGHT WORK JBAFFJC CPHIB91 NPJEs; I, POSTED SPEED CFEL CAMINO REAL IS 35 Ml'H NORTH OF HOSP WAY. 2. SU: SHEET I FOR lRAFFlC CONlROI. NOTES. @ CONES/DEUNEATORS 9-IAI.L BE PL.ACED 25' INlERVALS. TAPER I fNGJH CAI CUJ ATIQNS I. MIN. MERGE TAPER• L • (12') X (J!1)"2/80 • 245' L• WIGlH OflRANSITION FORSPEEDS0f40MPH ~ LESS -= eo ·-"""" 5 • DESIGN SPEED CDP 2018-0011 SUP 2018-0001 ~ I ~ 1----= """'"' -_,,-,. ~ I ! =,~, J !I! , , I . .. ~ -"' ~ • ... I IIR!I IIFl'MMP "' l'lD-1 I i I I f /i 111 ,••: / , s's / ,! J .. ~~. ~·c(5')·······1,"·········0~<'='-=~{Ld= ,,C-'/ ~l~E ''= = ~:::::=··----~~=--~~> _/ _ ~""__ =!-,/~ ,,..,-'•. '==c::1=:':::· ====== ~. ' --"-"·-·-··-; ~ ' \1 I ,::!' ~\J '., r--~ tz?2i WORK AREA [:=J a.osm TRAfflC AREA ~OlANGEABLEMESSAGf:SIGN ~ 1ENPORARYCONS1RUC110N SIGN (AS NOTED ON PLAN) • PORTABLE COOES OR DEUNEATORS OIRf:CTIONOflRAFFlC T'IPEQBARRICADE m>E n BARRICADE WITH CONSlRIJCTION SIGN ~ MINIMllMPRCl'OSEDCONSTR\lCTIOHLANEWIOTH m fl.ASHINCARROWSIGN @EXIS11NG1RAFF1CSICNAL :::::-i.i=-,,..,, ~\ \\ W.YIWIRD POSTED .l5 MPH "K-3 40' l!O' 1j' SCALE: 1"•40' ~o ~ =';::: ~%~ 1~.~.~:ioon REVISION DESCRIPTION §OJ R/11 1121H "RECORD DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 19 TRAFFIC CONTROL RECYCLcD WATER PIPELINE EXf'ANSION SEGMENT 5 APPRO\'m MAASHAU. K. Pl.ANTI FINAL DRAFT -NOT FOR CONSTRUCTION ~ ~, i 'i ! i ~ I ! 1: J ! I i I f • ~ PI.AZADR POS1ED40MPH , ' \ \,. ~-, ·. \ \\ , \t 90' CPENING ~~ l :~····· \ .' ... \\1 \' -.... ' ' .,.. ' \~' \ \ \,, I\) ~ ,__J --~ '.0 --,~-=-'>:--:::.-:~~·::;::·:·:~~~l-· i ~ \r \ \ I ~ t·I2d~I-.~_j .. .. ~" ~j ~')~.1\ 1 \ -~,~ ~ d£·:~;·:~~----~ ..... ··-=: \\;~J =·:::l:~-~~il \ ~~~-f ",·····,fr:;~~ I ~\\\'~\!'( l'l? 50'affER 245'TN<R ~11,.r \ SU c,LC, "' c,LC, : 11 i ~-· IBAFFJC CONTROi NOTfS: 1, POSTEO SPEED OF El CAMINO REAL !S JS MPH NORTH Of HOSP WAY. 2. SEESHEET1FOR1RAFF1CCON1RCl.NOlES. @ COiES/bEUNEATtlRS SliAUSEPLACED 25' INTERVALS. TAPER I fNGD:t CAI CUI ADONS 1. MIN. SHIFT TAPER"' L • (12') X (35)"'2/80 • 2-45' L 00 I.DIGTH CF "TRANSITION FOO SPEEDS OF 40 MPH OR LESS ·= eo w."""' 5,.QESIGNSPEEO i ! ' r\ \! n I :~1.,.., l.E!lflll! =--c::::]a.oSEDTRAFFlCAAEA ~ CH~GDa.E MESSAGE SIGH ~ ID!PORARYCONS1RUCTI~SIGN(ASN0Tm~PLAN) • PORTABLE CONES OR DEJJNEATOOS DIRECTl~CFTRAFflC T'l'PEIIB.AARICADE\'lllHCa.lS1RUC11~SIGH ~ MINIMUMPROP05mCOiS1RUC110NLANEYIID1H lll.J Fl.ASHINGAAROWSIGN @EXIS11NCTRAFF1CSICNAI... I .. ;:-... " •J\ t ==-i.i=,,...,. 49' 29' Q ..,. ., . ,,. . SCALE: 1"•40' §:~ ~/1 G z z' I BR7110-CDP 2018-0011 SUP 2018-0001 !STAGE 20 HOURS OF WORK: 1 0: OOPM -5: OOAM NIGHT WORK -;~~r(~~~~ \\\\ "RECORD DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 20 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 ~c ~ 1---+--+----------+--i--+-+--<IENIHERINCWANA!D PEcm110 J/31/18 ~ ~om: ~~~:.1~.~~VIOOII RE\llSION DESCRIPTION = B~~ === I PR6208 NO. I OR508~60. FINAL DRAFT -NOT FOR CONSTRUCTION g u, ~ i ) ~ i I 1 I ! i l l i ; j f ! f I JRMFJC CONTROi NOTES· 1, POSTm SPEED OF EL CAMINO REAL IS 35 MPH NORTH OF HOSP WAY, 2. ESHE£T1FOR1RAFF1CCON1R<X.N0lES. CONSJRUCTION NPJFS (D CONES/00.INEATORS SHAll BE Pl.ACED 15' INlERYAL.S. @ CONES/oELJNEATOOS :iiAU. BE PLACED 25' INlERVAL.S. TAPfR I ENGIB CALCULATIONS 1. MIN. MERGE TAPER"' L = (12') X (J5)"2/60 • 2.45' l•LENGTHOFTRAHSIT10NFORSPEEDSOF-40MPHORLESS -un " w. ornrr s-DESIGNSPEED 'µ-, = C?'.22:IYIOOlCAREA C]a.OSEDlRAfflCAA.f.A 1£H§jCHANGEA8L£MESSAGES1GN ~ TEMPIRARY CONSTRUCTION SIC1,I (AS NOTEl ON PLAN) • PORT>a.E CONES OR DEl.JNEATOOS D1RECT10NOF1RAF'FlC rm: N BARR!CAOE TYPE N BMR!CADE WITH CONSTRUCTION SIGN ~ MINIMUMPROPOSEDCONS1RUC110NLAHEW1DTH 1m1 Ft.ASHINC ARROW SIGN @EXIS'TlNGlRAfFlCSIGNAL EL CAMINO REAL POSTED35MPH ;!MD 1-,i, I CDP 2018-0011 SUP 2018-0001 ISTAGE 21! HOURS OF WORK: 8: 30AM -3: 30PM MONDAY -SATURDAY J {12')~ -=~r~tf .~ ---RJ•· ..,_, J:·~rl j ! 1121)-1 ·-1-r-~ \~\ :::::-i.i=,,...,, 1-l-40' 'f' ·,· SCALE: 1"-.W' ~c ~ 11e11,~VE!ll[».EIICl""5,SIJTl'E14ZD,t:AAlSB',ll,~9200II PKlNE:7&0-+6~--0VO-~.cml ~YMARRD \ POS1E035MPH "RECORD DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 21 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 IAPPRO~MAASHlli"iCPI~fi--1 >-~-+--+-----------+-,o-,~-+1-,.m-.. -1>-,-,~-+1-H""-__,I ~~~:= I PE ::cr3N3~.{1e I DRA::G No.] ~ --..... -· ... """"'~-""-. 5208 . 508-6 REVISION DESCRIPTION FINAL DRAFT -NOT FOR CONSTRUCTION • ! I l ! ! I ! I i i J I J ; j I f ! TRAffJC CPNJBPI NPifS· 1, POSTED SPEED Of TAMARACK A\'aiUE IS J5 MPH ET Of EL CAMINO REAL 2. POSID) SPEED Of" TAMARACK AVENUE JS 45 MPH EAST Of B. CAMINO REAL l. SEE91EET1 FOR TRAFFlCCONTRCl.NOlES. PROPOSED TYPICAL WATER LATERAL CDP 2018-0011 SUP 2018-0001 !TYPICAL SECTION! HOURS OF WORK: 8: 30AM -3: 30PM NORMAL CONDlllON WORK TO BE PERFORMED MONDAY lHROUGH SATURDAY. FOR SPECIAL SCENARIOS, lHE CITY \\1LL DETERMINE IF NIGHT OR WEEKEND WORK \\1Ll BE ALLOWED DURING TIME OF CONSTRUCTION. ~== .-TAMARACK AVENUE ~ POSTEOl5MPHOR-45MPH ___ --...;..::::.:.--SllllSPAC~ '!n:DEVICESPACl~TAELE lHIS:ieJ / SEETAPERCALCllilSSHEET TAMMACKAVENUE POSTEDJ.5MPHOR-45MPH -------CPNSJRUCDON NPJES (D CONES/OEUNEA~SH.W.BEPLACED11i'INTERVAL.S. @ CONES/DEUNEATMSSHAU.BEPLACED25'1NTERVilJ..S. TAPER LENGTH CAI CPI ADONS 1.MIN.MERGETAPER•L-~•245' " ii ~~ ~· :~ ~ , , I =rn----------------~ -------=, ts~~---~ ~~~~bi= ~ ~ ~ ;.~ · : · ~ /W :_;: --G20 2 : • • a CC --ff./W· SEECEVICES'ACIIQTMl..C THIS 9£ET !£EP£VICESPACllf3TAa.E THIS 9£ET .\!le>:-~ --~ t. ~-fl/W-2. MIN. MERGE TAPER "" L ., (1t) X (~) = 5-W L • LENGTH Of TRNiSl110N FOR 9'EEDS Of 40 MPH at LESS -qp L: ~~ Of lRAHSlllON FOR SPEEDS mEATER 'lliAN 40 MPH W • OffSET S • OESlllll SPEED iii SPEED TAPER OfCONESFOR OFCONESAI.ONG APPROACH I MIN]l,IUMI MINIMUM NUMBER I MAXIMUM SPACNG (M.P.H.) LENGllt TAPER TAPER """--·-L----"""'--''----L----"""'--"---"--"-i -"-... j I 1 ~ Wi2ll1_ ~WORK AREA c::::]a..DSEDTRAFFlCAREA ~CHANGEA8l.£MESSA0::SIGN ~ lEMPORARY CONSlRUCTlON SIGN (AS NOTED ON PLAN) PORTABLECONESORDEUNEAlllRS DIR£CU0N Of TRAFFlC T'l'PEUBARRICADE'MTHCONST1UJC110NSIGN ~ MINIMUMPROPDSEDCONSTRUCTIONLANEWIDlH 111] f\.ASHINGARROWSIGN @ E>aSTINGTRAFFICSIGNM. ~0 M5,AVOll!)IIENCrJW3.SUITEHZ9,~,C,\Ql005 l'H>HE:7IIO-ltl2-4%90Wll'lf.sn:JIWTIC.COM "RECORD DRAWING" 1-Y '° T !>\,I\U.! 1"-40' EL CAMINO REAL, CANNON, MARRON & TAMARACK TYPICAL LATERAL CENTER CLOSURE RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 IAPPROVID-MAASHAU. K. PLANTZ f--f--+----------t--!--+-+---i EHGtiEERING WAHA!EI: PE C427D0 J/31/18 DATE REVISION DESCRIPTION IDATE j1NmALIDATE fNTIAl..1~~0BJ'y:---1il4...._LPROJECfNo. IJDRA'MNGNO. OTHER N'PROVAL aTY N'PROVAI.. RVWD BY: _...WL_ 5208 508-6 FINAL DRAFT -NOT FOR CONSTRUCTION § ~' ~' i l ~ ~ I i J ' ! i I l I ! ! IBAEEIC CPNJBPI NOJFS; 1. POSlEO SPEED Of TAMARACK A'rtNUE IS J5 MPH VEST Of El.. CAMINO REAL 2. POS1EDSPEED0f"TMIAAAa<A'v&IUEIS45MPHEASTOFELCAMINOREAL l. SEESHEa1FORTRAFFlCCONTROLNOTES. Pl.AC:: R9-11a(L) Ctl TK'.OJHR OF ~#flYJ.tlll.STl££TSPRIUI.TO 11H< ZlH: WSR::TOJ~ PEIESTR!Ntl TO I.I!£ TlE cmJSITE SI~ OF TI£ S1'&T CONSJBUCJJON NPJES G) CONES/OEUNEATtlRS :iiAl.l. BE PLACED 15' tNlERVALS. @ CONESft)EUNEATORSSHAllBEPLACED25'!NlERVALS. TAPER l EN<mt CAI CYI ADON$ 1,MIN,MERGETAPER-L-~•245' 60 2. MIN. MERGE TAPER• L • (12') X (45)" 5'!0' l. MIN.BIKETAPER•L/J•~/3•~1'-M' ,0 l• L.ENGTHOFTRANSIT10NFORSPEEDSOF40MPH OR LESS -"-lLlO. 60 l•LfNGTHOFTRANSITICJIFORSPEEDSGREATERlHAN40MPH • S X W W • OITTET S • DESIGN SPEED SPEED TAP£R CFCONESFOR OFCOOESAlONC (1,1.P,H,) LENGTH TAPER TA."£R APPROACH I MINIMUl,IIMINIMUM NUMBER 11,fA)(ll,fUl,f SPACING ,_C.,±c..._.J__fil'-lJ..as_.J_-"'~ -"'. "' I I F i ~ Bil< _T~ SEECEVIOC SPACJMITAII.£ lHIS9ET WiUlll rz.22l WORK AREA i:::::::J CUlSED lRAFFlC AREA ~CHANGEABL.EMESSAGESIGN ~ lEMPORARY CONsm\JCTION SIGN (AS NOTED ON PLAN) PORTABL.ECOHESOROEI.JNEATORS DIRECTIONOflRAfflC TYPEIIBARRICADE..-.1HCONS1RUCTIONS!GN ~ MINIWUM PROPosm CONS1RVCT10N L»IE WD1H ml Fl.ASttlNGARROWSI~ @ DlSTINGlRAffiCSIGNAL ., ....................... ::: .. ~::.~ -···-~ .. -:,(5'): sa'.TAPERCM...Clll!S9ET ~c ~ ~:r ~~:f~ 1-:._~!:t~92toll .,~~;;_; ... ,. / H-1 '°···-· 80 ') SCALE:. 1•4u !TYPICAL SECTION! HOURS OF WORK: 8: 30AM -3: 30PM CDP 2018-0011 SUP 2018-0001 NORMAL CONDITION WORK TO BE PERFORMED MONDAY THROUGH SATURDAY. FOR SPECIAL SCENARIOS, THE CITY 111LL DETERMINE IF NIGHT DR WEEKEND WORK 111LL BE ALLOWED DURING TIME OF CONSTRUCTION. PROPOSED TYPICAL WAlER LATERAL "RECORD DRAWING" ~11rc.4 , ---+~+-~~~~~~~~~+---,~-+-~+----l~ CITY OF CARLSBAD 1~""1 r ~ PU8UC>J.ORKSDEPAATMENT 128 EL CAMINO REAL, CANNON, MARRON & TAMARACK TYPICAL LATERAL CURB LANE CLOSURE RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 w I I I I I ~PRow MAA~•m~n EH~NGIIAHA!EI P£C42790JJ116 DATE "~ '"m" "~ N™C ~':/o'j,, _.._ I PROJECT NO. I~' NO. ---------------RV\IO B~-""-5208 508-6 REVISION DESCRIPTION FINAL DRAFT -NOT FOR CONSTRUCTION ! ", § i I i 1 I l l i' j i ! TRAEFJC CONIBPI NOJfS· ,. POS'IIll SPEED or TAMARA<)( AVENUE ts J~ MPH WEST or El CAMINO REAL 2. Stt5HEET1FOR1RAFF1CCONTROLNOTES. TAPER LENGJH CAI CUI t,]QNS 1.MIN,MERGETAPER•L•~-245' 60 2.lil1N.B1KETN'ER•L•~•14J/J•48'-50' 60 L•LENGlliOF'TIWl5mc,.iFOOSPEEDSCF40MPH ORL.ESS -= 60 •• om<T S • DESIGN SPEED C9NSJRI/CDPN NOJES (D CONES/bEIJNEAltRS 91AU. BE f'LAOO) IS' IN'l[RV>J..S. @ CONES/OEIJHEATOOSSHAU.BEPt.ACED215'1NTERVAI..S. ,.«~~·-\ WlW2 IZ?ZJ WRKAREA c:::::JCl.OSEDTRNflCAREA ~CHANGEABL.EMESS,\GESIGN ~ lEMPORARY CONSTRUCTION SIGN (AS NOlED ON Pl.AH) PORTABL.ECONESOROEl.lNEATORS D1REC110NOFTRAmC T'l'PEII BAARICADE~TH CONSTRUCTION SIGN ~ MINlt.lUM PROPOSED CONS1RUCT10N L»IE ~On! !lD fl..ASHINOARROWSIC,l,I @ElOSTINGTRAFflCSIGNAL / c,c;J -~--Ii.:_-----.,,... IOO'omR (j) £~ ~-~~~-=:-:,;;:~--~~~ PTIT>'TISED \i ~:-~ ·-· ,, \ \; ~ ~\ ' 0-1~ ~c ~ OM'=~!':14:w~.~1008 "~3(~·\ ~,,.'~". . """ , I . ' ' ~ :-<-. ""'-.' ~ ~ 1-t.-'° "' 'j SCALE: ,-""40' REVISION OESCRIPTION !STAGE 351 HOURS OF WORK: 8: 30AM -3: 30PM CDP 2018-0011 SUP 2018-0001 NORMAL CONDITION WORK TO BE PERFORMED MONDAY lHROUGH SATIUROAY. FOR SPECIAL SCENARIOS, lHE CITY WILL DETIERMINE IF NIGHT OR WEEKEND WORK WILL BE ALLOWED DURING TIME OF CONSTIRUCTION. "RECORD DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 35 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGME!!]_ 5 FINAL DRAFT -NOT FOR CONSTRUCTION f i l ~ ~ ' .! i I 1 i l J i j f I ll § • lRAEEJC CPNJRPL NOTES· 1. POSTED SPEED Of T.WARAO< A"9.UE 15 J!l t.lPH IIEST Of EL CAMINO REN.. 2. SEESHEET1fORTRAfF1CCOOTRot.N01ES. CONSTRUCTION NPJES (D CONES/DEUNEATOOS SHAll BE PL.ACED 15' !NlERVALS. @ CONES/DEUNEATORS SHAU. BE PL.ACED 2,• IN1ERVALS. i..wll! tzZl WRK AREA c:J CLOSED TRAfTIC AREA ~ lEMl'ORARY COISlRUCTION SIGN (AS NO'IED ON PLAN) PORTABLECOffESORDEI.JNEATORS DIRECTIONOflRAFFlC TYPEIIE!ARRICAO£ T'r1'EIIBARRICADE\1111HCOIS1llUC110NS1GN ~ MINIMUMPROf'OSEDcaiSTRUCTIOOI.ANEWDlH mJ Fl.ASHING ARROW SIGN HJ(lll RIIOEAVENIJE W2<\-,llh '""''' 1; l,ti, \., .. I I ~c ~ !lee~::~~!:, 14:,,~.~i-~ !STAGE 36! HOURS OF WORK: 8: 30AM -3: 30PM CDP 2018-0011 SUP 2018-0001 NORMAL CONOITION WORK TO BE PERFORMED MONOAY THROUGH SATURDAY. FOR SPECIAL SCENARIOS, THE CITY \\1LL DETERMINE IF NIGHT OR 111:EKEND WORK \\1LL BE ALLOWED DURING TIME OF CONSTRUCTION. ! "· ~ I I ~ I ! r i i I ! I i 1 l I ---'---~ mAFFJC CONTROi NOJFS· I. POSTED SPEED Of' TAM.onAC< AVENUE IS J5 MPH \IEST Of EL CAMINO REAL 2. SEESHEET1FORTRAFF1CCONTROLN01ES. TAPER LENGTH CAI CUI A.DONS l,MIN.MERGETAPER•L•~-245' 60 2.MIN,B1KETAPER•L•~ .. 14J/J•48'-50' 60 L•LENGlHOflRANSITIONf'OftSPEIOSOf40MPH OR LESS -= 60 ·-"""' S • DESIGN SPEED CPNSJRUCDON NPJES G) CONES/l)EUNEATOOS SHAU. BE PLACED 15' INTERVAL.S. @ CONES/OEUNEATOOSSHM.1.BEPLACED2!5'1NTERVAL.S. ,,, ... \ ~ ~'\;~!.I~"":'_--------~'" CD----,.__ ~. ~r.i !1111. tmr ,, -----. ~ PROPOSED-WAlERUNE ~.·.·,. .. ::·:,··~, L~~~ _p1' ii~-l\~" "~~ \ ''l0, ' ~\,'~~~ ~ .,~ ~·:I' ~,, ... J.Ell.Elil! =--c:::Ja.OSEDTRAFFlCAREA ~ CHANGDa.E MESSA.GE SIGH ~ TfMPOOARY CONSlRUCTlON SIGN (AS NOTED ON Pl.Ni) PORTA!llCONESORDEUNEATOOS D1RECTIONOFTRAFF1C NPE" BARRICADE wrm CONSlRUCTION SIGN ~ MINIMUMPAOPOSEDCONSTRUCTl()II.ANE\IIIDTH !DJ ~INCARROWSIGN @EXIS11NCTRAFF1CSIGN.AJ.. , ·~0 <?;j# ~,AVElllt.lENClflAS,SUIIEl4Z9,C'JllSiiAO,tAQlOOII PIJ:lllE, 760-IOZ-IZIIO Wll'W.STCllllfFlC.CW ~ ISTAGE-371 HOURS OF WORK: 8: 30AM - 3: 30PM CDP 2018-0011 SUP 2018-0001 NORMAL CONDITION WORK TO BE PERFORMED MONDAY lHROUGH SATURDAY. FOR SPECIAL SCENARIOS, lHE CITY \\1LL DETERMINE IF NIGHT OR WEEKEND WORK \\1LL BE ALLOWED DURING TIME DF CONSTRUCTION. "RECORD DRAWING" l--t,-3 40 BO li° SCALE: 1•-40• EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 37 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 I I I I 11 I IAPPROWMAAS»mrn•n DICHIRINaw.NAGERPEC42790JJ118~ I-~~ .L'~'."~ I~~~ !_~·~ 1l=0i~±II PR.5208 NO. l DRS08~6°·1 REVISION DESCRIPTION FINAL DRAFT -NOT FOR CONSTRUCTION I ~ s I l ~ ~ I 1 I ! i l l l ; j ! 1 ! JRAffJC CONTROL NOT[S; 1. POSTED SPEED Q" TAMARACK A\'UM: IS 35 MPH IEST Cf' n CAMINO REAL 2. SEESHEET1FORTIWllCCON1R<l.HOTES. TAPER I ENGJH CAI CYI ADONS I. WlN..MERGETAPD1•l•~•24.S'-M " 2.MIN.llkETAl'tR'"L"'~'"143/l•48'-5f! " L• I..ENGTH OflRANSITION FOR 5PEEDS Of 40WPHatt.£SS -= .. ·-""" S • DESIGN ff'E1l CONSJRUCDON NOJES (D CONES/l)El.JHEATtlRS 9iAIJ..BE Pl.ACED 15' INTERVALS. @ CONES/DEUNEAT1JffS9iAIJ..BEPI.ACED2!1'1NTERVALS. Wi.ul2 =--c::J ctOSED TRAFTIC AREA ~QiANCEABLEMESSAOESIGN ~ TDIPCAARY tu,ISTRUCTION SIGN (AS NOTED ON PLAN) PORTABl.(CONESORDEUNEATORS OHtECTION Of 1RAF'F1C +-+ TYPE~ BAARICAOE fz+ rrPEnBAARICADE\IITHCONSTRUCTIONSIGN ~MINIMUWPROPOSEDCONSTRIJCTIONLANEW!DTH !ml F1.ASHINGARROWSIQ1 @EXISTINGTRN'flCSICHAL PROPOSED WATERI.JNE -------------------------------PAIJSADE8 DRIVE ,,, I 11:J, BIRCHWOOD CIRCIE ~c ~ ~ M'Ell!D'< -.S. sum; 1411, CA11U81,11. CA nwt PIOI£.: 750--502-nw=iwnc.COII I l--s.-1 ~ 00 ·r SC/d__i;'., ,• .. 40• """' IIATt IIIITIAL --~ !STAGr38! HOURS OF WORK: 8: 30AM -3: 30PM CDP 2018-0011 SUP 2018-0001 NORMAL CONDITION WORK TO BE PERFORMED MONDAY THROUGH SATURDAY. FOR SPECIAL SCENARIOS, THE CITY \\1LL DETERMINE IF NIGHT OR WEEKEND WORK \\lll. BE ALLOWED DURING llME OF CONSTRUCllON. "RECORD DRAWING" ,.~ REVl£"M:OBV· • ! •, ~ • i l ~ I 1 l I ' '"' ',"' '," Jl':'·~'1~. ~ "'1t•>"'j-..,,.c~~ .-t,;/, JRAFFJC CONTROi NOTES· 1. POSTED SPEED Of' TAMARACK AVENUE rs "11 MPH "'5T OF a CAMINO REAL 2. SE:E:9iEET1FtlRlRAFF1CCONTRCX.NOTES. CPNSJBl/CJJDN NPJfS G) CONESftJEI.JNEATORS SHALL BE PI.ACEl 15' INTERVALS. @ ~ES/DEI.JNEATORSSHAL.l.BEFI.ACEJ25'1NTERVALS. TAPER LFNGJH CAJ CVI AJJPNS 1.MIN.SHIFTTAPERFORJSMPH•L/'J.•~•112'-200' 2. MIN. MER<E TAPER FOR 45 MPH• l • (12') X (45) • 540' L•I..EHGTHOfTRANSlTlexifORSPEEDSOf'40MPHCRLESS -"-lLIOI. 60 l•I..EHGlliOflRANSITIOOFtlRSPEEOS~EATER'lllAN40MPH -sxw w-OITTET S • DESGN SPEED lf!l'A -'--~' --wi~:i(eK) TMWw:K~-----......_:---..._ Posrm 43 MPH ,--------/ -------PALl8ADES DRIVE j'/,,iif1~JrL~1 ', • TAIIARACKAIIENUE _ -; f'OSTEDJSMPH ;::_.~a ---""':.....c~--WiIJjj! t'Z!Z!WRKAREA c::J a..DSED lRMFIC AREA ~OiANGEA91.EMESSAGESlGN BIRCIMOOD CIRCI.E ~ lEMPORARY CONS1RUC11Q,I SIGN (AS NO'lED ON PLAN) PORTABLECOHESCRDEI.JNEATORS OIRECTIONOFTRAl'FlC lYPE II BARRICADE \llllH coosraucnON SIGN ~ MINIMUMPROPOSEDC:00S1RUCTIOOL»IE\l!D1H ,:, 1M "·~·-~---!STAGr-391 HOURS OF WORK: 8: 30AM -3: 30PM CDP 2018-0011 SUP 2018-0001 NORMAL CONDITION WORK TO BE PERFORMED MDNDAY lHROUGH SATURDAY. FOR SPECIAL SCENARIOS, lHE CITY 111LL DETERMINE IF NIGHT OR WEEKEND WORK 111LL BE ALLOWED DURING TIME OF CONSTRUCTION. \ \ "RECORD DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 39 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 m FlASHINGARROWSIGN @ EXISTINGTRAFf!CSIGNAL ~c ~ -~VDlllll!,~SUJ1[142!1,~,t.\~2ooa l'H>NE:1!;o--eoz4ZIIOWWW.stl:!JW'AC.~ w I I I I 11~PR0= •=mrnau ~~NGWANAIEI PEC427110J/Jl/18 DATE "~ ,..~ "~ N-g,.KD B BY,-""-I PROJECT NO. I DRA~NG NO. --,_,., --·--.. '""" ,~ _.._ 5208 508-6 REV1S10N DESCRIPTION FINAL DRAFT -NOT FOR CONSTRUCTION I ~. i l " i I i i ! 1 i I l i i ! f = fZZl!v.atKAREA c::::]a.osEDllWllCAREA ~Ol,\NGEA8l.EMESSAGES1GN ~ lEMPORARY CQ<ISTIIUCllON SIGN (AS NOt£0 ON Pl.AN) PCll:TABL.Ecc»lESORllEUNEATORS D1REC110NOflRAFF1C l'l'PEHBARRICAOE TIPEUBARRICADEWllHCONSTRUCTIONSIGN ~ MINIMUMPROPOSEDCQ,IS1RUCTIONI..ANEWID1ll m FL>Sl1NGARROWS1GN @EXISTlNCTRAF'F1CS1GNA1. IBAFFIC CONTROi NOJES· 1. POS10l SPEED Of TAMARAC!( AVENUE IS 35 MPH ~ Of EL CAMINO REAL SPEED UMITWIUBE REDUCED ltl25MPH. 2. POST£0 5HIO Of TAMARACK AVENUE IS 45 MPH EAST Of EL CAMINO REAL 9'EEil UMITWIUBEREDUCEO TO 35MPH. J. SE£SHEET1FOR1RAFFlCCON1ROLNOTI'S. CONSTRUCTION NOTES (D CONES/DEI.JNEATORS SHAU. BE PLACED 15' INTERVAL.S. @ CONES/DEI.JNEATORSSHAIJ.BEPLACBl25'1NTIRVAL.S. TAPER LEHGJH CAI CYI ADONS 1.MIN.SHIFTTN'ERfOR3!1MPH•L/2•~-U:t-150' " L • l.£NG1H Of lRN,ISITION FOR SPEEDS Of 40 MPH OR LESS -"-X.n. " ~. ::=Sf'[FJJ B. CIIMIIIO REAL CDP 2018-0011 SUP 2018-0001 Mo\TI:tu1E::~1110F12& !STAGE 40 R2-12 I i I i j 1, /I ; I I j ! I I Ii // I! II I/ Ji' II II I' ii wzo-:tcb ti, JI i J ii """"" R'Z-1(~) W20:-1 / 10!0ij I £~ l/1 li1 --.. twj <1Ac ~ ,,r' :!lll!,AVEMP,,.~SIIITT.:1428,C,Olll,,SIW),ClgZPJII PIOIE:760-602-tlWWW'l!.sn;nwrn.COM / ~ ~ 00 'f SCALE: 1"""40' HOURS OF WORK: 8: 30AM -3: 30PM NORMAL CONDITION WORK TO BE PERFORMED MONDAY THROUGH SATURDAY. FOR SPECIAL SCENARIOS, THE CITY \\1LL DETERMINE IF NIGHT OR WEEKEND WORK \\1LL BE ALLOWED DURING TIME OF CONSTRUCTION. LA PORTALAD,\ llRM! ~. : I l ~ 1 i l 1 j } i l i i f [ ~ El.c:AIIINOREAI. POSIEl)'5""' Wil'Cltur.E -IEE 8HEET715 OF 128 I i ~ i i © I TRAFFlC CONTROi NOJfS· 't I§ ,. POSlEDSPEm OFTAIU.RAO< A"91U£ IS 35 MPH IIESTOFa~o REAL SPEIDUMIT'IIIU.8EREDUaIIT025MPH. 2. POS1EDSP£EO OF TAMARAOC A\(NIJE IS~ MPtl EA.STQ= n. CAMiNOREAL SPEEDUM1T'MU.8EIIEDUClDT035MPH J. SEE st1m I FOR l1WflC canROl NOTES. CONSJBUCTION NPJES (D CONES/bELIHEAroRS stiAIJ. BE PL.AC(O 15' tlTERVALS. (v COHES/DEllHEAroRSstlAU.8£PLACED21i'INTDIVALS. TAPER L.ENGJH CAI Cl/I ADON$ 1, MIN. SH1FTTAPERFORJ5MPH •L/2• ~-112'-200' 60 2. MIN. MERGE TAPER FOR 46 MPH• L • (12') )( (45) • MO' L • l£HC1H OF TRANSITit»I FOR SPEEDS OF 40 MPH OR LESS • ll.il 60 L•I..EHGtM OfTRANSITIONFQqSPEEDSGREATDl1WAN40.WPH •SXW .. """ S • DESIGN SPEED -......_.~. ', \ I ~ ' ' "' L£Wll2 = WORKAA<A c::J a..osED TRMTIC AA£A ~ QWHVJILE MESSA!«: SIGH ~ lEMPORARY CONSlRUCllON SIQ.I (AS NOTED ON P""") PORTABLE CONES OR DEUNEATORS OIRECTIONOflRAfllC TYPEIIBARRIC,1Jl£ TYPEllflARRIC~YIITHCONSTRVCTIONSIGN ~ MINIMUM PROPOSEDCOHSTRIJCTIOH LANEWID'lli mJ Fl.ASHINGARROWSIGN @ EXIS11NGTRAFFICS1GNAL ' ' "' ' ' !STAGE 41! HOURS OF WORK: 8: 30AM -3: 30PM CDP 2018-0011 SUP 2018-0001 NORMAL CONOITION WORK TO BE PERFORMED MONOAY THROUGH SATURDAY. FOR SPECIAL SCENARIOS, THE CITY \\1LL DETERMINE IF NIGHT OR WEEKEND WORK \\1LL BE ALLOWED DURING TIME OF CONSTRUCTION. /~,, ~ ~ ,iiei-Dll:""5,SIAl[\4Zl.~.Cl.9200II l'KlWE:7IO--iDZ--ffil)ftW~!;Olo! ~ ' "RECORD DRAWING" K"'" " "' 'i SCAIE 1•-40• EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 41 TRAFFIC CONTROL RECYCLED WATER PIPEUNE EXPANSION SEGMENT 5 t--+--+----------t---+--+--+-----i [APPRO'vm MAASHAU. K. P~TI ~ I I I I I'"""""'""'""' PEC'27'0 J/JIQB ---,.,.-DAfi: IHl1IAL DAl'E NIIAI. J:n e~Y: ---1ilL._ I PROJECT NO. I ORA'MNG N0.1 (mEI ""'10VM. QTT N'l'IKIYlil. RW!tl BY: ____tll,I_ 5208 508-6 REVISION DESCRIPTION FINAL DRAFT -NOT FOR CONSTRUCTION f ~ • $ ! f r t J I i f J t ! EL CAMINO REAi. POSTID 55 MPH .1. I; 1. ~I ~ : ' i I o,1 I I I I i i \'! I I ~k~ i ~~I w ! .;, I I L i '1ft/f. l! ,, 11 I ,I L ;1 IIATCHuNE ·8EE11HEET790F 128 I ~ mAFFJC CONIBOI NOJFS· 1. POSlED SPEED Of TAMARACK AWUE IS JS MPH WEST Of EL CAMINO REAL 2. POS1EDSl'EEDOfTAMARACKA"91UE1S45MPHEAST0fELCAMJNOREAL J. SEESHEET1FOR1RAfF1CCON1ROlN01ES. CONSTRUCTION NPJfS (D CONES/bEUNEATOOS SHAil. BE PLACED 15' INTmVAL.S. (D CONES/0EUNEATOOSSHAl.l.BEPLACED25'INTERVAL.S. TAPER l£NGJH CALCULATIONS l,MIN,SHIFTTN'ERFORJ!iMPH•L/2•~•112'-:zoa ,0 2. MtN. MERGE TAPER FOR 45 MPH• L = (12') X (45) • 540' L•LEHG1HOFlRANSITIOOFMSf£DlSOF40Mf'HORL£55 •>U."1. ,0 L • I..EHGTH OF TRANSITION FOR SPEEDS GIIEAlER THAN 40 MPH -sxw •• cmtT S•DESl~SPEEO i • I I I I 1!!}'9-IIFTT~ ~TN'ERCN..C1 N,lllERWOOO COURT / ~~;~ r;1 ,' I I / <IAv ~ ~~=~~l~.~~WVZ!llle WlUil1. rz!.ZlWORKAAr.A [::J Q.OSED lRN'flC AREA ~OiANGEABL£MESSAGES1GN ,j lEMPORARY CONSTRUCTION SIGN (AS NOTID ON PLAN) PORT...a.Ecc»iESOODEUNEATORS D1RECTION0f1RAFF1C TYPE II BARRICADE TYPE1!BARRICAOE\1111HCONS1RUCT10NSIGN ~ MINIMUMPROf'OSO)CONSlRUCTIONLANE'MOTI-1 m Fl.ASHINOARROWSICJI @EXISTINGTRAl1'1Cst!.NAL ',"'' '~ ' '~ ' l--t.,J 40 BO li° ~,·=40• REVISION DESCRIPTION !STAGE 421 HOURS OF WORK: 8: 30AM -3: 30PM CDP 2018-0011 SUP 2018-0001 NORMAL CONDITION WORK TO BE PERFORMED MONOAY lHROUGH SATURDAY. FOR SPECIAL SCENARIOS, lHE CITY 111LL DETERMINE IF NIGHT OR WEEKEND WORK l\1LL BE ALLOWED DURING TIME OF CONSTRUCTION. "RECORD DRAWING" EL CAMINO REAL, CANNON, MARRON & TAMARACK STAGE 42 TRAFFIC CONTROL RECYCLED WATER PIPELINE EXPANSION SEGMENT 5 FINAL DRAFT -NOT FOR CONSTRUCTION Recycled Water Phase III Pipeline Segment 5CDP 2018‐0011/SUP 2018‐0001 Location MapCANNONRDMARRONRDELCAMINOREALTAMARACKAVM ON R O E S T C O L LE G E B L CARLSBADVILLAGEDRAGUAHEDIONDALAGOONCoastal Zone Boundary S H E R ID A N P LCHESTNUT AVFROSTAVNEBLINADRG A R FIELDST AVEN IDADE AN I T A A D A M S S T D O N N A D R H I G H L A N D D R J A M E S DR P IO P I CO D R TAMARACKAVCARLSBADVILLAGEDRGLENAVH A R D IN G S T R ID GECRES T DR V A L L E Y S T M O N R O E S T TELESCOPEAVHOOVER STCOLLEGEBLTRIES T E D ROLYMPIADR PALISA D E S DRFOREST AVCAYDRMARRONRDSALINARDHARWICHDRWESTWOODDRS A L ISBURYDRBASSWOOD AVPA RK DRGLASGOWDREASTPOINTEAV APP I A N R D H IB IS CU S C RSKYLINE RD PARK DRPONTIA C D R VICTORIAAVH A R R IS ONSTISLEDRHOSPWYHILLSIDED R R O CK RIDGERDC E LIN D A D R WELLSPRINGSTE L C A M IN O R E A LYORKRD MAGNOLIA AVMARRONRDL A P O R T A L A D A DRJANISWYJ E F F E R S O N S TGATESHEADRDGAGEDRSIERRAMORENAAV BUENA VISTA WYE D INBURGHDR M A D IS O N S TPINE AVROBERTSONRDC R E S T D R C ATA L I N A D R OAK AVS EA C RESTD R BRADYCRCIARDICTTIBURONAVHORIZONDRSUN N YHI LL DR S Y M E D RHAYMARDR CANNONRDKELLYDRCOV EDRT O P E K A S T EUREKAPLW IL S O N S T A V I LA AV R E GENTRD02,0004,0001,000FeetCDP 2018-0011 / SUP 2018-0001Recycled Water Phase IIIPipeline Expansion Segment 5AGUAHEDIONDALAGOONCoastal Zone Boundary CITY WIDE RECYCLED WATER SYSTEM Project Description for CDP•Install approximately 15,000 linear feet of 6‐and 8‐inch diameter PVC recycled water pipeline and fixtures within portions of the following r‐o‐w:Kelly Drive, Tamarack Avenue, E. Point Avenue, Palisades Drive, High Ridge Avenue, Telescope Avenue and Spyglass Court. Project Description for CDP (Cont.)•Install approximately 4,100 linear feet of 6‐inch diameter PVC potable water pipeline and fixtures within portions of utility and access easements on the following private roads:Driftwood Circle, Coralwood Circle, AmberwoodCourt, Birchwood Circle and Birchwood Court (Carlsbad Palisades). Project Description for SUP –Scenic Corridor Overlay Zone•Install approximately 6,700 linear feet of 8‐inch diameter PVC recycled water pipeline and fixtures within portions of El Camino Real, north of Chestnut Avenue, to Haymar Drive. Construction Timing•Start construction October 2018•Approximately 16 months to complete•Approved Traffic Control Plan•No street closures Project Consistency•General Plan •Special Use Permit – Scenic Preservation Overlay Zone Regulations, and the El Camino Real Corridor Development Standards•Growth Management•California Environmental Quality Act (CEQA) RecommendationThat the Planning Commission ADOPT PlanningCommission Resolution No. 7296 APPROVINGCoastal Development Permit CDP 2018‐0011 andSpecial Use Permit SUP 2018‐0001 based upon thefindings and subject to the conditions containedtherein.