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HomeMy WebLinkAbout2014-07-16; Planning Commission; ; CDP 13-09 – LA COSTA RECYCLED WATER PIPELINE The City of Carlsbad Planning Division A REPORT TO THE PLANNING COMMISSION Item No. Application complete date: May 19, 2014 P.C. AGENDA OF: July 16, 2014 Project Planner: Barbara Kennedy Project Engineer: David Ahles SUBJECT: CDP 13-09 – LA COSTA RECYCLED WATER PIPELINE – Request for approval of a Coastal Development Permit for installation of a recycled water pipeline within the public right- of-way on the east side of El Camino Real, generally located between Alga Road and La Costa Avenue in the East Batiquitos Lagoon/Hunt Properties and Mello II Segments of the Local Coastal Program and within Local Facilities Management Zone 6. The project is within the scope of the previously analyzed Phase III Recycled Water Project Mitigated Negative Declaration (MND) and the MND adequately describes the activity for the purposes of CEQA. This project is located within the appeal area and the decision may be appealed to the California Coastal Commission. I. RECOMMENDATION That the Planning Commission ADOPT Planning Commission Resolution No. 7062 APPROVING Coastal Development Permit CDP 13-09 based upon the findings and subject to the conditions contained therein. II. PROJECT DESCRIPTION AND BACKGROUND In November 2012, the Board of Directors of the Carlsbad Municipal Water District (CMWD) approved the Phase III Recycled Water Project to expand recycled water service to the northwest quadrant of the CMWD service area and to three water service providers: the City of Oceanside, Olivenhain Municipal Water District (OMWD), and Vallecitos Irrigation District (VID). The Phase III Project consists of a number of sub-components which are each individual Capital Improvement Projects (CIP). The La Costa Recycled Water Pipeline is a CIP that consists of the installation of approximately 5,200 lineal feet of recycled water pipeline and four service laterals generally located on the east side of El Camino Real, between Alga Road and La Costa Avenue. The project is identified as Expansion Segment 8 (ES 8) of the Phase III Recycled Water Project. ES 8, as originally proposed, included a section of pipe that would extend eastward across the La Costa Golf Course to the golf course lake. However, this section is not a part of the proposed project. This segment would connect with an existing recycled water pipeline located at the intersection of Alga Road and El Camino Real and then would continue south, within the public right-of-way on the east side of El Camino Real, to approximately 300 feet past the bridge across San Marcos Creek. The project consists of the installation of an 8-inch diameter PVC pipeline that would be placed in a 4½ foot deep trench, in accordance with the City of Carlsbad Standard Drawings for trenching and street resurfacing, and about 200 lineal feet of 8-inch iron pipe that would be suspended by pipe support brackets on the east side of the bridge. Four service laterals would provide recycled water service to Fire Station No. 2 (northeast of ECR and Arenal), HOA landscape areas, street landscaping, and the La Costa Resort and Spa. A Mitigated Negative Declaration (MND) was previously prepared and adopted for the Phase III Recycled Water Project. The MND and Mitigation Measures required for this project are discussed in more detail in the Environmental Review Section (IV) of the staff report. 1 0 CDP 13-09 – LA COSTA RECYCLED WATER PIPELINE July 16, 2014 Page 2 The project is located within the Mello II and Batiquitos Lagoon/Hunt Properties Segment of the City’s coastal zone, and therefore, requires approval of a Coastal Development Permit. III. ANALYSIS The proposed project is subject to the following regulations: A. General Plan Land Use Element and Open Space & Conservation Element; B. Coastal Development Permit Regulations for the East Batiquitos Lagoon/Hunt Properties Segment and the Mello II Local Coastal Program (LCP) Segment and the Coastal Resource Protection Overlay Zone (Chapters 21.201 and 21.203 of the Zoning Ordinance. The recommendation for approval for 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 Element and Open Space & Conservation Element The project is located within the public right-of-way on the east side of El Camino Real which is designated as a Prime Arterial in the General Plan Circulation Element. The General Plan contains goals, policies, and programs to ensure adequate public facilities and conservation of natural resources. The project complies with these standards of the General Plan as outlined in Table A below: TABLE A: GENERAL PLAN COMPLIANCE ELEMENT STANDARD PROJECT COMPLIANCE? Land Use A City which maintains a system of public facilities adequate for the projected population. (Growth Management & Public Facilities, Goal A.2.) The project will ensure adequate provision of recycled water service into the future. YES Open Space & Conservation A City that conserves natural and man-made resources. (Special Resource Protection, Implementing Policies and Action Programs A.6.) The pipeline will deliver recycled water for landscape irrigation which will offset the reliance on potable water. YES B. Coastal Development Permit Regulations for the East Batiquitos Lagoon/Hunt Properties Local Coastal Program (LCP) Segment and the Coastal Resource Protection Overlay Zone (Chapters 21.201 and 21.203 of the Zoning Ordinance) 1. East Batiquitos Lagoon/Hunt Properties and Mello II Local Coastal Program Segments The northern two-thirds of the project site is located within the Mello II LCP Segment and the southern third is located within the East Batiquitos Lagoon/Hunt Properties Segment. Additionally, the project is located subject to the Coastal Resource Protection Overlay Zone (Chapter 21.203) of the Carlsbad Municipal Code. The portion of the project crossing San Marcos Creek is within 100 feet of a stream and the wetlands within the Batiquitos Lagoon, and therefore is within the California Coastal Commission appeal jurisdiction. CDP 13-09 – LA COSTA RECYCLED WATER PIPELINE July 16, 2014 Page 3 The project will be located entirely within the public right-of-way on the east side of El Camino Real. The majority of the pipeline will be installed underground, with the exception of the portion of the pipeline located in the vicinity of San Marcos Creek, which will be suspended by pipe support brackets on the east side of the bridge deck. The proposed project is consistent with the policies of the East Batiquitos Lagoon/Hunt Properties and Mello II Segments of the LCP which contains land use policies for development and conservation of coastal land and water areas within its boundaries. These policies emphasize topics such as preservation of agriculture and scenic resources; provision of shoreline access; protection against landslides, seismic activity, geologic instability, and/or flood hazards; protection of environmentally sensitive resources; and grading and drainage measures to protect water quality and to prevent erosion and sedimentation. The installation of the recycled water pipeline will not obstruct views of the coastline as seen from public lands or the public right-of-way, nor otherwise damage the visual beauty of the coastal zone. The project is located more than 2½ miles from the coast and there are no opportunities for access to the coast or the Batiquitos Lagoon from the project area and there are no existing coastal access areas or water-oriented recreational activities near the project area that would be affected. There are no agricultural uses on the site or within the vicinity of the project area. The project will not affect any of the policies related to grading, landscaping, erosion, steep slopes, landslides and slope instability, seismic hazards, geologic instability, erosion control practices, or removal of native vegetation. The project is located within the limits of the identified 100-year flood hazard area and is within the Special Flood Hazard overlay zone. However, construction of the project will not place any equipment, structures or other materials in areas which could impede flows of the 100-year flood. The project will not alter the existing landform or watercourse, and it will not reduce the flood-carrying capacity of the site. A portion of the project will be located along a section of the roadway that is bordered by the Batiquitos Lagoon on the west and San Marcos Creek on the east. This section of the project has been designed so that it will not require the removal of any sensitive species and all construction activities will be within the public right-of-way. Indirect impacts could potentially occur to biological resources in these adjacent areas, however mitigation measures have been included to reduce potential indirect impacts to a less than significant level. The Mitigation Measures required for this project are discussed in more detail in the Environmental Review Section (IV) of the staff report. 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, Standard Urban Storm Water Mitigation Plan (SUSMP) and Jurisdictional Urban Runoff Management Program (JURMP) to avoid increased urban run-off, pollutants and soil erosion. In addition, the site is not located within a steep slope or habitat area, and it is not in an area prone to landslides or susceptible to accelerated erosion, or liquefaction. The site is located within a 100-year flood zone. However, the pipeline will be installed underground and there will be no additional impervious surfaces or structures associated with the project. The project will not alter the existing landform or watercourse, and it will not reduce the flood-carrying capacity of the site. CDP 13-09 – LA COSTA RECYCLED WATER PIPELINE July 16, 2014 Page 4 IV. ENVIRONMENTAL REVIEW On November 27, 2012, CMWD adopted Resolution No. 1455, adopting the Mitigated Negative Declaration (MND) and Mitigation Monitoring and Reporting Program (MMRP) for the Phase III Recycled Water Project. The MND identified that this project, a sub-component (ES 8) of the larger Phase III Recycled Water Project, could have potential indirect impacts to biological resources and that contaminated soils could potentially be discovered during excavation. A number of Mitigation Measures (MM) are identified in the MMRP to ensure that these potential impacts are reduced to a less than significant level. In general, mitigation measures that would reduce potential indirect impacts to biological resources include 1) avoidance of nesting birds and raptors; 2) pre-construction biological resource surveys to verify existing biological resources adjacent to the project construction area; 3) installation of orange construction fencing to insure that construction and staging activities do not occur beyond the approved limits of work; 4) avoidance of construction-related noise that could impact nesting birds during the general breeding season; and 5) pre-construction contractor training in order to inform construction crews of the sensitive resources and associated avoidance and/or minimization requirements. In order to minimize impacts that could potentially occur as a result of the discovery of contaminated soil conditions, MMs are included to ensure that an individual licensed in the State of California is retained to monitor and assess soil conditions for the potential presence of contaminated soils. Additionally, prior to construction, a project-specific health and safety work plan must be prepared and distributed to the construction workers to address the potential exposure to hazardous materials associated with working with or near contaminated soil. The resolution for this project includes a condition of approval (Condition No. 5) which requires the developer to implement the MMs required for this project. These MMs are outlined in detail in the MMRP for the Phase III Recycled Water Project, included as Attachment 3 to this staff report. The MMs are also included as notes on page 3 of the construction drawings. A Notice of Determination will be filed by the City Planner upon project approval, identifying that the project is within the scope of the prior Mitigated Negative Declaration and that appropriate mitigation measures have been incorporated into the project. ATTACHMENTS: 1. Planning Commission Resolution No. 7062 2. Location Map 3. Mitigation Monitoring and Reporting Program for the Phase III Recycled Water Project 4. Reduced exhibits 5. Exhibits “A – V” dated July 16, 2014 EL CAMINO REALALGA RD ALMADEN LNA V IA RA PY C A TALPA RD LA CO S T A A VMIMOS A D R C ARINGA W C O STA DEL MAR RDA L TISMA WY D U R A NGO CRALGA RD BATIQUITOS DRLA COS T A A V CDP 13-09La Costa Recycled Water Pipeline SITE MAP SITE EL CAMINO R E A LLA OSTA AV ALGA RD C A R L S B A D B L ::.:-~-:=-::(::.-._-_··.-_..,..,._ I!l1;i/III"i:: .. ; ~-...L.,.....__ . __ :··.·.:":, ,::::·· • N NOT TO SCALE EIA 12-02 Mitigation Monitoring and Reporting Program Explanation of Headings: Type = Project, ongoing, cumulative. Monitoring Dept. = Department, or Agency, responsible for monitoring a particular mitigation measure. Shown on Plans = When mitigation measure is shown on plans, this column will be initialed and dated. Verified Implementation = When mitigation measure has been implemented, this column will be initialed and dated. Remarks = Area for describing status of ongoing mitigation measure, or for other information. CMWD Phase III Recycled Water Project (EIA 12-02) Page MMRP-2 November 2012 Mitigation Measure Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks BIOLOGICAL RESOURCES Bio-1A Avoidance of Nesting Birds and Raptors. To prevent impacts to nesting birds, including raptors, protected under the federal MBTA and CDFG Code, the CMWD shall enforce the following: Prior to construction activities requiring the removal, pruning, or damage of any trees, shrubs, and man-made structures (e.g., buildings, bridges, etc.) during the general breeding season, that being from January 15 to September 15, the City shall retain a qualified biologist to perform a pre-construction survey to determine if there are any active nests within 500 feet of the areas planned for construction. The surveys shall take place no more than 30 days prior to the start of construction for a particular project component. If any active raptor nests are located on or within 500 feet of the areas planned for construction, or if any active passerine (songbird) nests are located on or within 300 feet of the areas planned for construction, the City shall retain a qualified biologist to flag and demarcate the locations of the nests and monitor construction activities. No construction activities shall occur until it is determined by a qualified biologist that the nests are no longer active and all nestlings have fledged the nest or until the end of the general breeding season, whichever occurs later. A qualified biologist shall confirm in writing that no disturbance to active nests or nesting activities would occur as a result of construction activities. Documentation from a qualified biologist consistent with these requirements shall be submitted to the City Planner for review and approval. A note to this effect shall be placed on the construction plans. Project Planning Division & Biological Monitor Bio-1B Pre-Construction Biological Resource Surveys. Prior to construction of project components ES 1, ES 2, ES 5, ES 8, and ES 9 that will occur within disturbed or developed land, but are sited immediately adjacent to an undeveloped open space area (i.e., an area supporting naturalized habitat, sensitive habitat, and/or habitat potentially suitable for special status species), the CMWD shall retain a qualified biologist to perform a pre- construction survey to verify existing biological resources adjacent to the project construction areas. The surveys shall take place no more than 30 days prior to the start of construction for a particular project component. The CMWD shall provide the biologist with a copy of the project plans that clearly depict the construction work limits, including Project Planning Division & Biological Monitor ATKINS EIA 12-02 Mitigation Monitoring and Reporting Program Explanation of Headings: Type = Project, ongoing, cumulative. Monitoring Dept. = Department, or Agency, responsible for monitoring a particular mitigation measure. Shown on Plans = When mitigation measure is shown on plans, this column will be initialed and dated. Verified Implementation = When mitigation measure has been implemented, this column will be initialed and dated. Remarks = Area for describing status of ongoing mitigation measure, or for other information. CMWD Phase III Recycled Water Project (EIA 12-02) Page MMRP-2 November 2012 Mitigation Measure Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks BIOLOGICAL RESOURCES Bio-1A Avoidance of Nesting Birds and Raptors. To prevent impacts to nesting birds, including raptors, protected under the federal MBTA and CDFG Code, the CMWD shall enforce the following: Prior to construction activities requiring the removal, pruning, or damage of any trees, shrubs, and man-made structures (e.g., buildings, bridges, etc.) during the general breeding season, that being from January 15 to September 15, the City shall retain a qualified biologist to perform a pre-construction survey to determine if there are any active nests within 500 feet of the areas planned for construction. The surveys shall take place no more than 30 days prior to the start of construction for a particular project component. If any active raptor nests are located on or within 500 feet of the areas planned for construction, or if any active passerine (songbird) nests are located on or within 300 feet of the areas planned for construction, the City shall retain a qualified biologist to flag and demarcate the locations of the nests and monitor construction activities. No construction activities shall occur until it is determined by a qualified biologist that the nests are no longer active and all nestlings have fledged the nest or until the end of the general breeding season, whichever occurs later. A qualified biologist shall confirm in writing that no disturbance to active nests or nesting activities would occur as a result of construction activities. Documentation from a qualified biologist consistent with these requirements shall be submitted to the City Planner for review and approval. A note to this effect shall be placed on the construction plans. Project Planning Division & Biological Monitor Bio-1B Pre-Construction Biological Resource Surveys. Prior to construction of project components ES 1, ES 2, ES 5, ES 8, and ES 9 that will occur within disturbed or developed land, but are sited immediately adjacent to an undeveloped open space area (i.e., an area supporting naturalized habitat, sensitive habitat, and/or habitat potentially suitable for special status species), the CMWD shall retain a qualified biologist to perform a pre- construction survey to verify existing biological resources adjacent to the project construction areas. The surveys shall take place no more than 30 days prior to the start of construction for a particular project component. The CMWD shall provide the biologist with a copy of the project plans that clearly depict the construction work limits, including Project Planning Division & Biological Monitor ATKINS EIA 12-02 Mitigation Monitoring and Reporting Program CMWD Phase III Recycled Water Project (EIA 12-02) Page MMRP-3 November 2012 Mitigation Measure Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks construction staging and storage areas, in order to determine which specific portion(s) of the project will require inspection of adjacent open space areas during the pre- construction survey. At minimum, the biologist shall perform a visual inspection of the adjacent open space area in order to characterize the existing habitat types and determine the likelihood for special status species to occur, including the coastal California gnatcatcher (Polioptila californica californica), migratory songbirds, and other bird species with the potential to breed in the area. The pre-construction survey results shall be submitted to the CMWD prior to construction in order to verify the need for additional construction measures proposed within Bio-1C through Bio-1F. Bio-1C Orange Construction Fencing. If it is confirmed through the implementation of mitigation measure Bio-1B that the project would occur immediately adjacent to sensitive habitat areas and/or habitat potentially suitable for special status species, the CMWD shall retain a qualified biologist to supervise the installation of temporary orange construction fencing, which clearly delineates the edge of the approved limits of grading and clearing, and the edges of environmentally sensitive areas that occur beyond the approved limits. This fencing shall be installed prior to construction, and maintained for the duration of construction activity. Fencing shall be installed in a manner that does not impact habitats to be avoided. If work occurs beyond the fenced or demarcated limits of impact, all work shall cease until the problem has been remedied and mitigation identified. Temporary orange fencing shall be removed upon completion of construction of the project. Implementation of this measure shall be verified by the City Planner prior to and concurrent with construction. Project Planning Division & Biological Monitor Bio-1D Construction-Related Noise. Construction noise created during the general breeding season (January 15 to September 15) that could affect the breeding of the coastal California gnatcatcher, migratory songbirds, and other bird species associated with adjacent undeveloped areas shall be avoided. No loud construction noise (exceeding 60 dBA hourly average, adjusted for ambient noise levels, at the nesting site) may take place within 500 feet of active nesting sites during the general breeding season (January 15 through September 15). If it is confirmed through the implementation of mitigation measure Bio-1B that the project could result in construction-related noise impacts to breeding birds during the general breeding season, the CMWD shall retain a qualified biologist to monitor the construction operations. The biological monitor shall be present to monitor construction activities that occur adjacent to the undeveloped open space area potentially supporting breeding birds. The monitor shall verify that construction noise levels do not exceed 60 dBA hourly average and shall have the ability to halt construction work, if necessary, and confer with the City Planner, USFWS, and CDFG to ensure the proper implementation of additional protection measures during construction. The biologist shall report any violation to the USFWS and/or CDFG within 24 hours of its occurrence. Project Planning Division & Biological Monitor ATKINS EIA 12-02 Mitigation Monitoring and Reporting Program CMWD Phase III Recycled Water Project (EIA 12-02) Page MMRP-4 November 2012 Mitigation Measure Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks Bio-1E Construction Staging Areas. If it is confirmed through the implementation of mitigation measure Bio-1B that the project would occur immediately adjacent to sensitive habitat areas and/or habitat potentially suitable for special status species, the CMWD shall design final project construction staging areas such that no staging areas shall be located within sensitive habitat areas. The construction contractor shall receive approval by the City Planning & Engineering Divisions prior to mobilizations and staging of equipment outside of the project boundaries. Project Planning Division and Engineering Division Bio-1F Contractor Training. If it is confirmed through the implementation of mitigation measure Bio-1B that the project would occur immediately adjacent to sensitive habitat areas and/or habitat potentially suitable for special status species, the CMWD shall retain a qualified biologist to attend pre-construction meetings to inform construction crews of the sensitive resources and associated avoidance and/or minimization requirements. Project Planning Division & Biological Monitor HAZARDS AND HAZARDOUS MATERIALS Haz-1 Excavation Monitoring. During excavation activities for ES 2, ES 5, ES 8, ES 9, and ES 18, CMWD shall provide monitoring by an individual licensed in the State of California to assess soil conditions for the potential presence of contaminated soils. In the event of encountering hydrocarbon contaminated soils, these soils shall be properly tested, managed, and disposed of at a licensed facility in accordance with DEH requirements. Project Planning Division & Construction Monitor Haz-2 Construction Worker Health and Safety Work Plan. Prior to construction of ES 2, ES 5, ES 8, ES 9, or ES 18, CMWD shall have a project-specific health and safety work plan prepared and distributed to the construction workers to address the potential exposure to hazardous materials associated with working with or near contaminated soil. This work plan shall comply with all County of San Diego DEH work plan requirements including Community Health and Safety Planning to address physical hazards, site security, management of soil and water, and monitoring equipment. A description of engineering controls and measures that would be put in place to prevent and/or reduce the risks posed to site workers, public and the environment in the unlikely event of excavating contaminated soil from the construction area shall be provided in the work plan and submitted to the DEH for approval. The engineering controls and measures to be implemented if potentially contaminated soil is uncovered shall include, but not be limited to the following: 1) An exclusion zone and support zone shall be established prior to start and during excavation activities. No unauthorized personnel shall be allowed in these zones. Personnel authorized to work in these zones shall have the required training and qualifications including OSHA HAZWOPER training. Project Planning Division & Construction Contractor ATKINS EIA 12-02 Mitigation Monitoring and Reporting Program CMWD Phase III Recycled Water Project (EIA 12-02) Page MMRP-5 November 2012 Mitigation Measure Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks 2) Written notifications shall be posted on the perimeter fencing in advance of start of excavation to notify the general public and hotel staff/operators of the nature and duration of work activities. The postings shall also include emergency contact names and telephone numbers. 3) No eating, drinking or smoking shall be allowed within the exclusion or support zones. 4) Site workers shall be required to wear personal protective equipment including gloves, dust masks or respirators, hard hats, steel toed boots, Tyvek® protective clothing, eye shield and ear plugs or ear muffs. 5) A decontamination zone shall be established for site workers to use prior to exiting the exclusion zone. 6) All excavated soil shall be underlain and covered by plastic or VisqueenTM ,if stored on site, to prevent or reduce off-gassing into the atmosphere and to protect the stockpile from erosion due to storm runoff. If on-site temporary storage becomes necessary, the stockpiles shall be placed downwind downstream of any sensitive receptors in the area. 7) All work shall stop if ambient air concentrations exceed acceptable thresholds as approved by the San Diego County DEH, and excavation shall be backfilled with inert soil or other material until concentration drop back to normal. 8) Exposure to dust and potential inhalation hazards shall be controlled by lightly spraying the excavated materials with clean water as they are stockpiled on site or as they are transferred to trucks for shipment offsite. A dust monitor shall be used on site to measure airborne dust during activities that are expected to generate dust. If dust levels exceed permissible exposure levels as set by OSHA standards, additional measures for dust control such as the use of industrial non-toxic dust suppressants shall be implemented. 9) Runoff around the excavation site shall be controlled by placing fiber rolls or other similar types of erosion and runoff control means to direct surface runoff and to protect the nearby downstream storm drains. 10) Vehicular and pedestrian traffic shall be directed away from the construction zone prior to and during excavation and follow-on activities in accordance with a traffic plan approved by the City of San Diego or City of Oceanside, as applicable, and in coordination with CMWD. ATKINS EIA 12-02 Mitigation Monitoring and Reporting Program CMWD Phase III Recycled Water Project (EIA 12-02) Page MMRP-3 November 2012 Mitigation Measure Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks construction staging and storage areas, in order to determine which specific portion(s) of the project will require inspection of adjacent open space areas during the pre- construction survey. At minimum, the biologist shall perform a visual inspection of the adjacent open space area in order to characterize the existing habitat types and determine the likelihood for special status species to occur, including the coastal California gnatcatcher (Polioptila californica californica), migratory songbirds, and other bird species with the potential to breed in the area. The pre-construction survey results shall be submitted to the CMWD prior to construction in order to verify the need for additional construction measures proposed within Bio-1C through Bio-1F. Bio-1C Orange Construction Fencing. If it is confirmed through the implementation of mitigation measure Bio-1B that the project would occur immediately adjacent to sensitive habitat areas and/or habitat potentially suitable for special status species, the CMWD shall retain a qualified biologist to supervise the installation of temporary orange construction fencing, which clearly delineates the edge of the approved limits of grading and clearing, and the edges of environmentally sensitive areas that occur beyond the approved limits. This fencing shall be installed prior to construction, and maintained for the duration of construction activity. Fencing shall be installed in a manner that does not impact habitats to be avoided. If work occurs beyond the fenced or demarcated limits of impact, all work shall cease until the problem has been remedied and mitigation identified. Temporary orange fencing shall be removed upon completion of construction of the project. Implementation of this measure shall be verified by the City Planner prior to and concurrent with construction. Project Planning Division & Biological Monitor Bio-1D Construction-Related Noise. Construction noise created during the general breeding season (January 15 to September 15) that could affect the breeding of the coastal California gnatcatcher, migratory songbirds, and other bird species associated with adjacent undeveloped areas shall be avoided. No loud construction noise (exceeding 60 dBA hourly average, adjusted for ambient noise levels, at the nesting site) may take place within 500 feet of active nesting sites during the general breeding season (January 15 through September 15). If it is confirmed through the implementation of mitigation measure Bio-1B that the project could result in construction-related noise impacts to breeding birds during the general breeding season, the CMWD shall retain a qualified biologist to monitor the construction operations. The biological monitor shall be present to monitor construction activities that occur adjacent to the undeveloped open space area potentially supporting breeding birds. The monitor shall verify that construction noise levels do not exceed 60 dBA hourly average and shall have the ability to halt construction work, if necessary, and confer with the City Planner, USFWS, and CDFG to ensure the proper implementation of additional protection measures during construction. The biologist shall report any violation to the USFWS and/or CDFG within 24 hours of its occurrence. Project Planning Division & Biological Monitor ATKINS EIA 12-02 Mitigation Monitoring and Reporting Program CMWD Phase III Recycled Water Project (EIA 12-02) Page MMRP-4 November 2012 Mitigation Measure Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks Bio-1E Construction Staging Areas. If it is confirmed through the implementation of mitigation measure Bio-1B that the project would occur immediately adjacent to sensitive habitat areas and/or habitat potentially suitable for special status species, the CMWD shall design final project construction staging areas such that no staging areas shall be located within sensitive habitat areas. The construction contractor shall receive approval by the City Planning & Engineering Divisions prior to mobilizations and staging of equipment outside of the project boundaries. Project Planning Division and Engineering Division Bio-1F Contractor Training. If it is confirmed through the implementation of mitigation measure Bio-1B that the project would occur immediately adjacent to sensitive habitat areas and/or habitat potentially suitable for special status species, the CMWD shall retain a qualified biologist to attend pre-construction meetings to inform construction crews of the sensitive resources and associated avoidance and/or minimization requirements. Project Planning Division & Biological Monitor HAZARDS AND HAZARDOUS MATERIALS Haz-1 Excavation Monitoring. During excavation activities for ES 2, ES 5, ES 8, ES 9, and ES 18, CMWD shall provide monitoring by an individual licensed in the State of California to assess soil conditions for the potential presence of contaminated soils. In the event of encountering hydrocarbon contaminated soils, these soils shall be properly tested, managed, and disposed of at a licensed facility in accordance with DEH requirements. Project Planning Division & Construction Monitor Haz-2 Construction Worker Health and Safety Work Plan. Prior to construction of ES 2, ES 5, ES 8, ES 9, or ES 18, CMWD shall have a project-specific health and safety work plan prepared and distributed to the construction workers to address the potential exposure to hazardous materials associated with working with or near contaminated soil. This work plan shall comply with all County of San Diego DEH work plan requirements including Community Health and Safety Planning to address physical hazards, site security, management of soil and water, and monitoring equipment. A description of engineering controls and measures that would be put in place to prevent and/or reduce the risks posed to site workers, public and the environment in the unlikely event of excavating contaminated soil from the construction area shall be provided in the work plan and submitted to the DEH for approval. The engineering controls and measures to be implemented if potentially contaminated soil is uncovered shall include, but not be limited to the following: 1) An exclusion zone and support zone shall be established prior to start and during excavation activities. No unauthorized personnel shall be allowed in these zones. Personnel authorized to work in these zones shall have the required training and qualifications including OSHA HAZWOPER training. Project Planning Division & Construction Contractor ATKINS EIA 12-02 Mitigation Monitoring and Reporting Program CMWD Phase III Recycled Water Project (EIA 12-02) Page MMRP-5 November 2012 Mitigation Measure Monitoring Type Monitoring Department Shown on Plans Verified Implementation Remarks 2) Written notifications shall be posted on the perimeter fencing in advance of start of excavation to notify the general public and hotel staff/operators of the nature and duration of work activities. The postings shall also include emergency contact names and telephone numbers. 3) No eating, drinking or smoking shall be allowed within the exclusion or support zones. 4) Site workers shall be required to wear personal protective equipment including gloves, dust masks or respirators, hard hats, steel toed boots, Tyvek® protective clothing, eye shield and ear plugs or ear muffs. 5) A decontamination zone shall be established for site workers to use prior to exiting the exclusion zone. 6) All excavated soil shall be underlain and covered by plastic or VisqueenTM ,if stored on site, to prevent or reduce off-gassing into the atmosphere and to protect the stockpile from erosion due to storm runoff. If on-site temporary storage becomes necessary, the stockpiles shall be placed downwind downstream of any sensitive receptors in the area. 7) All work shall stop if ambient air concentrations exceed acceptable thresholds as approved by the San Diego County DEH, and excavation shall be backfilled with inert soil or other material until concentration drop back to normal. 8) Exposure to dust and potential inhalation hazards shall be controlled by lightly spraying the excavated materials with clean water as they are stockpiled on site or as they are transferred to trucks for shipment offsite. A dust monitor shall be used on site to measure airborne dust during activities that are expected to generate dust. If dust levels exceed permissible exposure levels as set by OSHA standards, additional measures for dust control such as the use of industrial non-toxic dust suppressants shall be implemented. 9) Runoff around the excavation site shall be controlled by placing fiber rolls or other similar types of erosion and runoff control means to direct surface runoff and to protect the nearby downstream storm drains. 10) Vehicular and pedestrian traffic shall be directed away from the construction zone prior to and during excavation and follow-on activities in accordance with a traffic plan approved by the City of San Diego or City of Oceanside, as applicable, and in coordination with CMWD. ATKINS N '!l O> 0 ... 0 N :;- N ;:;- 0 0 C (;: --' Cl. " O'. 0 ] .3 0 "' a 3-~ N "' a 2. CI TY OF OCEANSIDE HIGHWAY 78 L CIT Y OF VISTA . •:. ·. ·.•·. ·: ·.·.•:. · .. ·::•:.· .. ·:.. ~ :~~JECT PACIFIC OCEAN AVE CITY OF ENC INITAS VICINITY MAP NTS DECLARATION OF ENGINEER OF WORK NTS I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLI ES WITH PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES . AS THE ENGINEER IN RESPONSIBLE CH ARGE OF TH E DESIGN OF THESE IMPROVEMENTS, I ASSUME FULL RESPONSI BLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND AC KNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY THE CITY OF CARLSBAD IS A REVIEW FOR THE LIMITED PU RPOSE OF ENSURING THE PLANS COMPLY WITH CITY PROCEDURES AND OTHER APPLICABLE POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION OF TH E TECHN ICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUC H PLAN CHECK DOES NOT, TH EREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS. AS ENGINEER OF WORK, I AGREE TO INDEMNIFY AND SAVE THE CITY OF CARLSBAD, ITS OFFICERS, AGENTS, AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILI TY, CLAIMS, DAMAGES, OR INJURIES TO ANY PER SON OR PROPERTY WHICH MI GHT ARISE FROM THE NEGU<1 ACTS, ERRORS OR OMISSIONS OF THE ENGINEER OF WORK, MY EMPLOYEES, AGENTS, OR CONSULTANTS. j ~~~--C40654 3 -~'f,____ ~~ LICENSE NO. DATE CONSTRUCTION PLANS FOR THE LA COSTA RECYCLED WATER PIPELINE PROJECT CONTRACT NO. 52071 A VI ARA PARK AY ALGA ROAD NTS CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA BATIQUITOS LAGOON ~ ~ ~ 5? rz LA COSTA RESORT AND SPA 0'~ 8? \) ~ ---------1 BOARD OF DIRECTORS MA TT HALL -PRESIDENT LORRAINE WOOD -BOARD MEMBER MARK PACKARD -BOARD MEMBER KEITH BLACKBURN -BOARD MEMBER MICHAEL SCHUMACHER -BOARD MEMBER STEVEN R. SARKOZY EXECUTIVE MANAGER JIM HOWELL INTERIM PUBLIC WORKS DIRECTOR CALL 81 1 AT l£AST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE Al£RT OF SOUTHERN CALIFORNIA MARCH 2014 14271 Da nielson Street Poway, California 92064 T 858.413.2400 F 858.413.2440 www.iecorporalion.com SHEET No. fS> ~<:, , . E.' § <::,<; N C4065 . 3-31-2 C/V\ r c~ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 PROJECT LOCATION♦ JI ,(!,' ~~--~S~/>.~t-1 ~M~/>.~RC~O=S~C~R-:E_EK- LA COSTA AVE LOCATION MAP NTS SHEET INDEX DRAWING No. DRAWING TITLE G-1 TITLE SHEET G-2 LEGEND ANO ABBREVIATIONS/NOTES G-3 NOTES C-1 PLAN & PROFILE STA 10+00 TO 18+00 C-2 PLAN & PROFILE STA 18+00 TO 26+00 C-3 PLAN & PROFILE STA 26+00 TO 34+00 C-4 PLAN & PROFILE STA 34+00 TO 42+00 C•5 PLAN & PROFILE STA 42+00 TO 50+00 C-6 PLAN & PROFILE STA 50+00 TO 58+00 C-7 PLAN & PROFILE STA 58+00 TO 66+00 C-8 PLAN & PROFILE STA 66+00 TO 67+68 "AS BUil T" C-9 CIVIL DETAILS S-1 STRUCTURAL PLAN AND GENERAL NOTES S-2 PIPE SUPPORT SECTIONS AND DETAILS DATE WP-1 EROSION CONTROL DRAWINGS TITLE SHEET P.E. ____ EXP. ____ _ WP-2 EROSION CONTROL DRAWINGS STA 10+00 TO 26+00 WP-3 EROSION CONTROL .DRAWINGS STA 26+00 TO 42+00 REVIEWED BY: WP-4 EROSION CONTROL DRAWINGS STA 42+00 TO 58+00 WP-5 EROSION CONTROL DRAWINGS STA 66+00 TO 67+68 INSPECTOR DATE SAN MARCOS CREEK BRIDGE AS-BUILT 1 (FOR REFERENCE ONLY) . SAN MARCOS CREEK BRIDGE AS-BUil T 2 (FOR REFERENCE ONLY) fsHml CITY OF CARLSBAD ~ :=====:====~=============================~====~====~====~===~ Ll_J UTILITIES DEPARTMENT l_l1_j t----t---t---------------t---+--f----+---i MPROVEMEIITPLAN FOR: TITLE SHEET LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL 1---t--f---------------f----+--f----J---I ~C:::ITY::::::E:::N;;::Gl::::NE:"ER:::::::;;:::P=:E ::';41';::2:::::04:::==:::::EX::::P:=IRE=:S'::: :::J :=J:=1 :::::15::=:::;-::=:=DA::::JE::=~ DWN BY: RM PROJECT NO. I DRAWING NO, CHKO BY: PP 5207 476-7 RVWD BY: AE ~-------' N 0 .. w ..J <t (.) Cl) ..J <t z -C!) er: 0 0 <D WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNI Cf PAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS LEGEND EXISTING SYMBOL EXIST CONTOUR EXIST EDGE Of PAVEMENT ABBREVIATIONS ABD ABANDON ADDL ADDITIONAL AIR VALVE ALTERNATE N NC NTS NO. NORTH NORMALLY CLOSED NOTTO SCALE NUMBER 3. THIS SET OF PLANS 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) CURRENT EDITION. AVIARA PARK AY ALGA RD EXIST FINISH SURFACE (PROF/lES) EXIST EASEMENT AV ALTN AWG ANG APPROX ACP AMERICAN WIRE GAUGE ANGLE APPROX/MATE ASBESTOS CEMENT PIPE ASPHALT/C CONCRETE AT oc OPNG OD PKG PE ON CENTER OPENING OUTSIDE DIAMETER PACKAGE 5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 6. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. BASIS OF BEARINGS AND COORDINATES THE BASIS OF BEARINGS FOR THIS PROJECT IS THE INVERSE OF THE CALIFORNIA COORDINATE SYSTEM 1983 ZONE 6, 1991.35 EPOCH ADJUSTMENT COORDINATES OF STATION CLSB-037 AND STATION CLSB-017 FROM RECORD OF SURVEY 17217, CITY OF CARLSBAD SURVEY CONTROL. J.E. SOUTH 18°12'59"WEST 3452.68 FEET. SAID COORDINATES ARE ALSO PUBLISHED IN THE COUNTY OF SAN DIEGO SURVEY RECORDS SYSTEM. COORDINATES WERE ESTABLISHED IN SAID SYSTEM ON THE FOLLOWING DESCRIBED STREET SURVEY MONUMENTS BY GPS SURVEY. SAID MONUMENTS WERE SET PER MAP NO. 14984, THE TRACT MAP OF LA COSTA RESORT AND SPA: A BRASS DISK IN WELL AT THE CENTERLINE INTERSECTION OF EL CAMINO REAL AND COSTA DEL MAR ROAD NORTHING= 1977635.88 FEET EASTING= 6249454.85 FEET ELEVATION 16.00 FEET A BRASS DISK IN WELL AT THE CENTERLINE INTERSECTION OF EL CAMINO REAL AND A RENAL ROAD NORTHING= 1979558.25 FEET EASTING = 6249960.58 FEET ELEVATION 84.18 FEET BENCHMARK THE ELEVATION BENCHMARK FOR THIS PROJECT IS THE NGVD 29 ELEVATION OF A BRASS DISC SET IN A STREET SURVEY MONUMENT AT THE CENTERLINE INTERSECTION OF EL CAMINO REAL AND COSTA DEL MAR ROAD NGVD 29 ELEVATION= 13.84 FEET TO CONVERT TO THE NAVO 88 DATUM, ADD 2.16, (16.00 FEET) SURVEY BY IEC 14271 r;>ANIELSON STREET POWAY, CALIFORNIA 92064 CONTAC~GARYRUSH,PLS 858.413.2400 THRUST BLOCK BEARING AREA FITTING TYPE PIPE SIZE 8" DEADEND 18SF TEE 18SF 90° BEND 25SF 45"BEND 14 SF 22.5° BEND 7 SF 11.25° BEND 7SF *SIZING FROM CITY STD DWG W-19 PRESSURE= 225 PSI VALUES ARE FOR SAND SECTION AND DETAIL IDENTIFICATION SYSTEM LA COSTA AVE SECTION LETTER SECTION CALLOUT ~ DETAIL NUMBER DETAIL CALLOUT SECTION TITLE DRAWING WHERE SECTION IS SHOWN DETAIL TITLE DRAWING ON WHICH DETAIL APPEARS C6 7 SECTION LETTER SECTION DETAIL SCALE: SCALE: DETAIL NUMBER =@ DRAWING FROM WHICH SECTION IS CUT 1 C2 KEYMAP SCALE:NTS POTABLE WATER MAIN 12"".MIN VERTICAL SEPARATIO SAN MARCOS CREEK 3.5'TYP STREET SURFACE OR GROUND RECYCLED WATER PIPELINE SLEEVE IS REQUIRED WHEN VERTICAL SEPARATION, 0.0. TO O.D. IS LESS THAN 12". MAINTAIN MIN 4' HORIZONTAL SEPARATION, 0.0. TO 0.0. TO POTABLE WATER MAIN OR SEWER LINES. EXIST PROPERTY LINE EXIST ROW l/NE ABANDONED VAULT EXIST BENCHMARK EXIST BUILDING I STRUCTURE EXIST AC PAVEMENT EXIST FUEL EX/ST WATER EXIST RECYCLED WATER EX/ST SEWER EXIST SEWER FORCE MAIN EXIST GAS EXIST STORM DRAIN EXIST DRAIN EXIST UNDERGROUND ElECTR/C EXIST CABLE TELEVISION EXIST FIBER OPTICS EXIST TRAFFIC SIGNAL EXIST ABANDONED PIPE EXIST FIRE HYDRANT EXIST FIRE SERVICE EXIST SANITARY SEWER MANHOLE EXIST WATER VALVE EXIST WATER METER EXIST STREET LIGHT EXIST TELEPHONE UTILITY BOX EXIST ELECTRIC UTJUTY BOX EXIST TREES/ BRUSH EXIST BLOW OFF EXIST AIR VALVE EX/STUGHT EXIST TRAFFIC SIGNAL PULL BOX EXIST CATHODIC TEST STATION EXIST SIGN POST EXIST GAS VALVE EXIST TELEPHONE MANHOLE EXIST BACKFLOW PREVENTER IMPROVEMENTS HORIZONTAL CONTROL POINT ALIGNMENT DATA PROPOSED WATER PIPEl/NE GRADING ELEVATION FINISHED GRADE (PROFILES) ABANDON/DEMOLISH/REMOVE -----FUEL ----- -----w----- -----Rw----- -s- -FM - -G------ --SD -- ----D---- --E---- -----CATV -------FO ----- -----~T1s----- --11-11-11-11--II- 0 ----([]) 0 SYMBOL III ® 10+00 I 120 I 1111 111 11111 11 1 I I I I I I I I I I I I I I I I I THRUST BLOCK PER CMWD STD DWG W-15 41 WATER VALVE, VALVE BOX, ANO COVER PER CMWO STD OWG W-16 1 "/2" COMB A/R/VAC VALVE PER CMWO STD DWG W-7 2" BLOW OFF PER CMWO STD DWG W-6 ----<0-- 2" MAV PER CMWD STD OWG W-6 ----<□,--­ RECYCLED WATER SERVICE PER CMWD STD DWG W-4 --lRW! (SIZE PER PLANS) AC @ AVE BVC BTWN BO BOT BFV CATV Cl CB CTR CTRD 'i CHKD OHL CL CLR CML&C CMWD COMB CONC COP ORSI CONN CONT CMP CPLG CY DIAG DIA DWG or 0/MJ DIP OR EA EF EW E ECO eve ELEC EL, ELVE ENGE EXP EXST FCF FG FH FM FO FS FLG FLEX FL FT G GA GPM GALV GALVS HWL HORIZ HYO HGL IE IN ID /PS INVT IE LBS LF LG LT LWO LWL MAV MB MH MFR MAX MECH MJ Ml MG MIN AVENUE BEGIN VERTICAL CURVE BETWEEN BLOW OFF BOTTOM BUTTERFLY VALVE CABLE TV CAST/RON CATCH BASIN CENTER CENTERED CENTER LINE CHECKERED CH LORINA T/ON CLASS CLEAR CEMENT MORTAR LINED AND COATED CARLSBAD MUNICIPAL WATER DISTRICT COMB/NATION CONCRETE CONCRETE CYLINDER PIPE CONCRETE REINFORCING STEEL INSTITUTE CONNECTION CONTINUOUS CORRUGATED METAL PIPE COUPLING CUBIC YARD DIAGONAL DIAMETER DRAWING DUCTILE IRON DUCTILE IRON MECHANICAL JOINT DUCTILE IRON PIPE DRIVE EACH EACH FACE EACH WAY ELECTRIC ECCENTRIC ENO VERT/CAL CURVE ELECTRICAL ELEVATION ENGINEER EXPANSION EXISTING FLOW CONTROL FACILITY FINISHED GRADE FIRE HYDRANT FORCE MAIN FIBER OPTIC FINISHED SURFACE FLANGE FLEXIBLE FLOW LINE FOOT OR FEET GAS GAGE GALLONS PER MINUTE GALVANIZE GALVANIZED STEEL HIGH WATER LEVEL HORIZONTAL HYDRANT HYDRAULIC GRADE LINE INVERT ELEVATION INCH OR INCHES INSIDE DIAMETER IRON PIPE SIZE INVERT INVERT ELEVATION POUNDS LINEAL FEET LONG OR LENGTH LEFT LEUCADIA WASTEWATER DISTRICT LOW WATER LEVEL MANUAL AIR VALVE MACHINE BOLT MANHOLE MANUFACTURER MAXIMUM MECHANICAL MECHANICAL JOINT MILE MILLION GALLON MINIMUM PL PO PT PLAIN END PLATE PUSH ON POINT POINT OF VERTICAL INFLECTION POLYVINYL CHLORIDE PVI PVC P.S./.G. PRESS. PRS PRV P/L POUNDS PER SQUARE INCH GAUGE PRESSURE PS RAD RE/NF RCP REQD RG RJ RSVR R.O.W. RD RT RW RWGV s PRESSURE REDUCING STATION PRESSURE REDUCING VAL VE PROPERTY LINE PUMP STATION RADIUS REINFORCE REINFORCED CONCRETE PIPE REQUIRED ROUGHGRAOE RESTRAINED JOINT RESERVOIR RIGHT OF WAY ROAD RIGHT RECYCLED WATER RESILIENT WEDGE GATE VALVE SEWER STORM DRAIN so SOG&E SORSO SAN DIEGO GAS AND ELECTRIC CO. SAN DIEGO REGIONAL STANDARD DRAWINGS SCHED,SCH SCHEDULE Sf SQUARE FEET SH SHEET SLV SLEEVE SP SERVICE POINT SPEC SQ ss STD STA STL SPRTS TEL, T TB TBM THK TC T/CONC T/WALL TS SPECIFICATION SQUARE STAINLESS STEEL STANDARD STATION STEEL SUPPORTS TELEPHONE THRUST BLOCK TEMPORARY BENCH MARK THICK TOP OF CURB TOP OF CONCRETE ELEVATION TOP OF WALL ELEVATION TRAFFIC SIGNAL TYPICAL UNKNOWN UNLESS NOTED TYP UNK U.N. USC&GS VO U.S. COAST AND GEODETIC SURVEY VERTICAL CURVE VTR VERT WAS WL ws WTR,W WWF WWM WI WO VENT THROUGH ROOF VERTICAL WATER AGENCIES STANDARDS WATER LEVEL WATER SERVICE WATER WELDED WIRE FABRIC WELDED WIRE MESH WITH WORK ORDER "AS BUil T" P.E. _____ EXP. _____ _ REVIEWED BY: INSPECTOR DATE OATE RECYCLED WATER/ POTABLE WATER CROSSING (TYPICAL) fsBrrrl CITY OF CARLSBAD ~ ~=====:=====:===============================~====!====!====~====~ ~ UTILITIES DEPARTMENT ~ 14271 Danielson Street Poway, Ca lifornia 92064 T 858.413.2400 F 858.413.2440 www.iecorporation.com DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL MPROVEMENT PIAN FOR: LEGEND, ABBREV/A T/ONS AND NOTES I.A COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER Pc 41204 EXPIRl:S: 3 31 15 OAJE OWN BY: _RM._ PROJECT NO. DRAWING NO. CHKD BY: DP RVWD BY: AE 5207 476-7 N ~ ,: (.) z 0 w .J <( (.) en .J <( z -(.') IX: 0 i ' ., "' 0 " 0 ~ -0 u .'.l GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A·" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 3. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 4. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 5. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 6. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANOALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION AT TELEPHONE NO. (760)438-3891. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 8. THE CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES INCLUDING SHORJNG, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOQAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGULATIONS. 9. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE QF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OURJNG THE l;XCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 10. IF ANY ARCHAEOLOGICAL RESOURCES ARE OJSCOVEREO WITHIN ANY WORK ZONE DURING CONSTRUCTJON, OPERATIONS WILL CEASE IMMEDIATELY, ANO THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 11. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER AS SOCIA TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. ANO 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO CONSTRUCTION OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY HOLIOA YS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 12. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENG/NEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TD BEGINNING DE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 13. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 15. UTILITY INFORMATION OBTAINED FROM AVAILABLE RECORD DRAWINGS OR UTILITY MAPS. VERTICAL ELEVATIONS ARE UNKNOWN. CONTRACTOR SHALL VERIFY HORIZONTAL ANO VERTICAL LOCATIONS ANO BEARING ANO INCLINATIONS SUFFIQIENTL Y AHEAD OF SCHEDULE TO ALLOW TIME FOR DESIGN REVISIONS, IF NECEl;,SARY. PROVIDE A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITY CROSSINGS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 16. WATER SERVICES, RECYCLED WATER SERVICES ANO SEWER LATERALS ARE SHOWN IN THEIR APPROXIMATE LOCATION. All SERVICES SHALL BE KEPT ACTIVE UNl.,E~$ REQUIRED FOR CONSTRUCTION ACTIVITIES. SCHEDULED SERVICE INTERRUPTIONS SHALL BE COORDINATED WITH THE CITY REPRESENTATIVE PRIOR TO SERVICE INTERRUPTION. SERVICES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL WORKING CONDITION ANO TESTED PER CITY REQUIREMENTS IN ACCORDANCE WITH CITY OF CARLSBAD ENGINEERING STANDARDS AT THE EXPENSE OF THE CONTRACTOR. 17. CONTRACTOR SHALL NOT USE ANY PUBLIC RIGHT-OF-WAY FOR STOCKPILING OR STAGING OF WORK WITHOUT WRITTEN APPROVAL OF THE CITY OF CARLSBAD. 18. CONTRACTOR SHALL NOT MAKE CONNECTIONS BETWEEN NEW RECYCLED WATER SERVICES ANO EXISTING ON-SITE IRRIGATION SYSTEMS. GENERAL NOTES (CONTINUED) ENVIRONMENTAL NOTES 19. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, INCLUDING PREPARATION OF APPROVED TRAFFIC CONTROL PLANS. 20. TRENCH RESURFACING FOR ASPHALT CONCRETE PAVEMENT FOR TRENCH SHALL BE PER CITY SUPPLEMENTAL STANDARD NO. GS-26, FULL LANE WIDTH (12 FT MINIMUM WIDTH). STRIPING DAMAGED DURING CONSTRUCTION WILL BE REPLACED BY THE CONTRACTOR. 21. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. CARLSBAD MUNICIPAL WATER DISTRICT UNDERGROUND SERVICE ALERT SDG&E AT&T DISTRIBUTION TIME WARNER CABLE LEVEL 3 COMMUNICATIONS NEXTG NETWORKS, INC. AT&T TRANSMISSION CITY OF CARLSBAD(STREETS ANO STORM ORAJN) KINDER MORGAN ENERGY (760) 438-2722 (BOO) 422-4133 (800) 660-7343 (619) 574-3661 (760) 438-7741 (720) 888-2639 (408) 687-0800 (714) 963-7964 (760) 434-2980 (714) 560-4744 22. THE ORIGINAL DRAWINGS SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS PRIOR TO FINAL ACCEPTANCE OF WORK BY THE CITY. 23. THE CONTRACTOR SHALL REPLACE IN KIND AND IN ACCORDANCE WITH ALL CITY OF CARLSBAD STANDARDS ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO PAVEMENT, SIDEWALKS, CURBS AND GUTTERS, MEDIAN IMPROVEMENTS, BERMS, PAVED ANO DIRT ROADS, DRAINAGE DITCHES, CULVERTS, DRAIN PIPES, SEWER LATERALS, WATER SERVICES, LANDSCAPING, HAROSCAPE IRRIGATION FACILITIES, TRAFFIC CONTROL LOOPS, LIGHTING ANO ELECTRICAL, ABOVE ANO BELOW GROUND, DAMAGED DURING CONSTRUCTION OF THE PROJECT, EXCEPT AS SPECIFICALLY INDICATED ON THE DRAWINGS. RECYCLED WATER NOTES 1. WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENG/NEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. ANO SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH REQUIREMENTS. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.O. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED ANO APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER ANO THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. NO TREES SHALL BE REMOVED AS PART OF WORK • ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE CITY ENG/NEER. 5. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. 6. MINIMUM SPACING BETWEEN RECYCLED WATER LATERALS, POTABLE WATER SERVICES ANO SEWER SERVICES SHALL BE 10 FEET. A MINIMUM 4-FOOT SEPARATION MAY BE CONSIDERED AT THE DISCRETION OF THE CMWD. 7. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 8. CONSTRUCTION OF WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS ANO SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF PUBLIC HEALTH. 9. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS, NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.O. FORC900. 10. INSTALL APPROVED, METALLIC BACKED AND STENCILED WARNING TAPE OVER ALL PRESSURE PIPING AND PROV/DE AT LEAST 18" OF COVER OVER RECYCLED WATER LINES. STENCIL ANO COLOR CODE (PURPLE PANTONE #522) ALL RECYCLED WATER PIPE. ORIENT THE STENCILING TO THE TOP OF THE TRENCH. 11. INSTALL A PROTECTIVE SLEEVE WHEN RECYCLED ANO POTABLE LINES CROSS IF REQUIRED (SEE TYPICAL CROSSING BELOW). EXTEND THE SLEEVE 1 O' TO EACH SIDE OF THE CROSSING. MAINTAIN A 4' MIN HORIZONTAL SEPARATION BETWEEN RECYCLED WATER LINES AND POTABLE WATER OR SEWER LINES. PROVIDE 12" VERTICAL SEPARATION BETWEEN POTABLE/RECYCLED WATER/SEWER. INSTALL SEWER BELOW RECYCLED WATER ANO RECYCLED WATER BELOW POTABLE WATER. 13. EXACT LOCATION OF IRRIGATION SERVICES SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE CITY INSPECTOR. 14. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PVC PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL SPLICING KIT CONSISTING OF A SPLIT SOLT CONNECTOR, MOLD ANO A TWO PART ENCAPSULATING EPOXY RESIN SUCH AS SCOTCHCAST, OR CITY APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENT OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. USE AWG NO. 8 1. ENVIRONMENTAL MITIGATION MEASURES WERE INCORPORATED INTO THE CONDITIONS Of APPROVAL FOR THIS PROJECT IN ORDER TO MITIGATE ENVIRONMENTAL IMPACTS TO A LEVEL OF INSIGNIFICANCE. 2. NO CONSTRUCTION IN OR ON THE BANKS OF SAN MARCOS CREEK. ALL PIPE SUPPORT BRACKETS SHALL BE INSTALLED FROM THE EXISTING BRIDGE. MITIGATION MEASURES BI0-1A AVOIDANCE OF NESTING BIRDS AND RAPTORS. TO PREVENT IMPACTS TO NESTING BIRDS, INCLUDING RAPTORS, PROTECTED UNDER THE FEDERAL MBTA AND CDFG CODE, THE CMWD SHALL ENFORCE THE FOLLOWING: PRIOR TO CONSTRUCTION ACTIVITIES REQUIRING THE REMOVAL, PRUNING, OR DAMAGE OF ANY TREES, SHRUBS, AND MAN-MADE STRUCTURES (E.G., BUILDINGS, BRIDGES, ETC.) DURING THE GENERAL BREEDING SEASON, THAT BEING FROM JANUARY 15 TO SEPTEMBER 15, THE CITY SHALL RETAIN A QUALIFIED BIOLOGIST TO PERFORM A PRE-CONSTRUCTION SURVEY TO DETERMINE IF THERE ARE ANY ACTIVE NESTS WITHIN 500 FEET Of THE AREAS PLANNED FOR CONSTRUCTION. THE SURVEYS SHALL TAKE PLACE NO MORE THAN 30 DAYS PRIOR TO THE START Of CONSTRUCTION FOR A PARTICULAR PROJECT COMPONENT. IF ANY ACTIVE RAPTOR NESTS ARE LOCATED ON OR WITHIN 500 FEET OF THE AREAS PLANNED FOR CONSTRUCTION, OR If ANY ACTIVE PASSERI NE (SONGBIRD) NESTS ARE LOCATED ON OR WITHIN 300 FEET Of THE AREAS PLANNED FOR CONSTRUCTION, THE CITY SHALL RETAIN A QUALIFIED BIOLOGIST TO FLAG AND DEMARCATE THE LOCATIONS OF THE NESTS AND MONITOR CONSTRUCTION ACTIVITIES. NO CONSTRUCTION ACTIVITIES SHALL OCCUR UNTIL IT JS DETERMINED BY A QUALIFIED BIOLOGIST THAT THE NESTS ARE NO LONGER ACTIVE AND ALL NESTLJNGS HAVE FLEDGED THE NEST OR UNTIL THE END Of THE GENERAL BREEDING SEASON, WHICHEVER OCCURS LATER. A QUALIFIED BIOLOGIST SHALL CONFIRM IN WRITING THAT NO DISTURBANCE TO ACTIVE NESTS OR NESTING ACTIVITIES WOULD OCCUR AS A RESULT Of CONSTRUCTION ACTIVITIES. DOCUMENTATION FROM A QUALIFIED BIOLOGIST CONSISTENT WITH THESE REQUIREMENTS SHALL BE SUBMITTED TO THE CITY PLANNER FOR REVIEW AND APPROVAL. A NOTE TO THIS EFFECT SHALL BE PLACED ON THE CONSTRUCTION PLANS. 810-18 PRE-CONSTRUCTION BIOLOGICAL RESOURCE SURVEYS. PRIOR TO CONSTRUCTION OF PROJECT COMPONENTS ES 1, ES 2, ES 5, ES 8, AND ES 9 THAT WILL OCCUR WITHIN DISTURBED OR DEVELOPED LAND, BUT ARE SITED IMMEOIATEL Y ADJACENT TO AN UNDEVELOPED OPEN SPACE AREA (J.E., AN AREA SUPPORTING NATURALIZED HABITAT, SENSITIVE HABITAT, AND/OR HABITAT POTENTIALLY SUITABLE FOR SPECIAL STATUS SPECIES), THE CMWD SHALL RETAIN A QUALIFIED BIOLOGIST TO PERFORM A PRE-CONSTRUCTION SURVEY TO VERIFY EXISTING BIOLOGICAL RESOURCES ADJACENT TO THE PROJECT CONSTRUCTION AREAS. THE SURVEYS SHALL TAKE PLACE NO MORE THAN 30 DAYS PRIOR TO THE START OF CONSTRUCTION FOR A PARTICULAR PROJECT COMPONENT. THE CMWO SHALL PROVIDE THE BIOLOGIST WITH A COPY OF THE PROJECT PLANS THAT CLEARLY DEPICT THE CONSTRUCTION WORK LIMITS, INCLUDING CONSTRUCTION STAGING AND STORAGE AREAS, IN ORDER TO DETERMINE WHICH SPECIFIC PORTION(S) OF THE PROJECT WILL REQUIRE INSPECTION Of ADJACENT OPEN SPACE AREAS DURING THE PRE•CONSTRUCTION SURVEY. AT MINIMUM, THE BIOLOGIST SHALL PERFORM A VISUAL INSPECTION OF THE ADJACENT OPEN SPACE AREA IN ORDER TO CHARACTERIZE THE EXISTING HABITAT TYPES AND DETERMINE THE LIKELIHOOD FOR SPECIAL STATUS SPECIES TO OCCUR, INCLUDING THE COASTAL CALIFORNIA GNATCATCHER (POLIOPTILA CALIFORNICA CALIFORNICA), MIGRATORY SONGBIRDS, ANO OTHER BIRD SPECIES WITH THE POTENTIAL TO BREED IN THE AREA. THE PRE-CONSTRUCTION SURVEY RESULTS SHALL BE SUBMITTED TO THE CMWD PRIOR TO CONSTRUCTION IN ORDER TO VERIFY THE NEED FOR ADDITIONAL CONSTRUCTION MEASURES PROPOSED WITHIN BJ0-1C THROUGH BJ0-1F. BI0-1C ORANGE CONSTRUCTION FENCING. IF IT IS CONFIRMED THROUGH THE IMPLEMENTATION OF MITIGATION MEASURE BI0-18 THAT THE PROJECT WOULD OCCUR IMMEDIATELY ADJACENT TO SENSITIVE HABITAT AREAS AND/OR HABITAT POTENTIALLY SUITABLE FOR SPECIAL STATUS SPECIES, THE CMWD SHALL RETAIN A QUALIFIED BIOLOGIST TO SUPERVISE THE INSTALLATION OF TEMPORARY ORANGE CONSTRUCTION FENCING, WHICH CLEARLY DELINEATES THE EDGE Of THE APPROVED LIMITS OF GRADING AND CLEARING, AND THE EDGES OF ENVIRONMENTALLY SENSITIVE AREAS THAT OCCUR BEYOND THE APPROVED LIMITS. THIS FENCING SHALL BE INSTALLED PRIOR TO CONSTRUCTION, AND MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITY. FENCING SHALL BE INSTALLED IN A MANNER THAT DOES NOT IMPACT HABITATS TO BE AVOIDED. IF WORK OCCURS BEYOND THE FENCED OR DEMARCATED LIMITS OF IMPACT, ALL WORK SHALL CEASE UNTIL THE PROBLEM HAS BEEN REMEDIED AND MITIGATION IDENTIFIED. TEMPORARY ORANGE FENCING SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION Of THE PROJECT. IMPLEMENTATION OF THIS MEASURE SHALL BE VERIFIED BY THE CITY PLANNER PRIOR TO AND CONCURRENT WITH CONSTRUCTION. BI0-1 D CONSTRUCTJON-RELA TED NOISE. CONSTRUCTION NOISE CREATED DURING THE GENERAL BREED/NG SEASON (JANUARY 15 TO SEPTEMBER 15) THAT COULD AFFECT THE BREEDING OF THE COASTAL CALIFORNIA GNATCATCHER, MIGRATORY SONGBIRDS, AND OTHER BIRD SPECIES ASSOCIATED WITH ADJACENT UNDEVELOPED AREAS SHALL BE AVOIDED. NO LOUD CONSTRUCTION NOISE (EXCEEDING 60 OBA HOURLY AVERAGE, ADJUSTED FOR AMBIENT NOISE LEVELS, AT THE NESTING SITE) MAY TAKE PLACE WITHIN 500 FEET OF ACTIVE NESTING SITES DURING THE GENERAL BREEDING SEASON (JANUARY 15 THROUGH SEPTEMBER 15). IF IT IS CONFIRMED THROUGH THE IMPLEMENTATION OF MITIGATION MEASURE 810-18 THAT THE PROJECT COULD RESULT IN CONSTRUCTION·RELATED NOISE IMPACTS TO BREEDING BJRDS DURING THE GENERAL BREEDING SEASON. THE CMWD SHALL RETAIN A QUALIFIED BIOLOGIST TO MONITOR THE CONSTRUCTION OPERATIONS. THE BIOLOGICAL MONITOR SHALL BE PRESENT TO MONITOR CONSTRUCTION ACTIVITIES THAT OCCUR ADJACENT TO THE UNDEVELOPED OPEN SPACE AREA POTENTIALLY SUPPORTING BREEDING BIRDS. THE MONITOR SHALL VERIFY THAT CONSTRUCTION NO/SE LEVELS DO NOT EXCEED 60 OBA HOURLY AVERAGE AND SHALL HAVE THE ABILITY TO HALT CONSTRUCTION WORK, IF NECESSARY, AND CONFER WITH THE CITY PLANNER, USFWS. AND CDFG TO ENSURE THE PROPER IMPLEMENTATION OF ADDITIONAL PROTECTION MEASURES DURING CONSTRUCTION. THE BIOLOGIST SHALL REPORT ANY VIOLATION TO THE USFWS AND/OR CDFG WITHIN 24 HOURS Of ITS OCCURRENCE. BJ0-1E CONSTRUCTION STAGING AREAS. IF IT JS CONFIRMED THROUGH THE IMPLEMENTATION OF MITJGA TION MEASURE 810-1 B THAT THE PROJECT WOULD OCCUR IMMEDJATEL Y ADJACENT TO SENSITIVE HABITAT AREAS AND/OR HABITAT POTENTIALLY SUITABLE FOR SPECIAL STATUS SPECIES, THE CMWD SHALL DESIGN FINAL PROJECT CONSTRUCTION STAGING AREAS SUCH THAT NO STAGING AREAS SHALL BE LOCATED WITHIN SENSITIVE HABITAT AREAS. THE CONSTRUCTION CONTRACTOR SHALL RECEIVE APPROVAL BY THE CITY PLANNING & ENGINEERING DIVISIONS PRIOR TO MOBILIZATIONS AND STAGING OF EQUIPMENT OUTS/DE OF THE PROJECT BOUNDARIES. BJ0-1F CONTRACTOR TRAINING. IF IT JS CONFIRMED THROUGH THE IMPLEMENTATION OF MITIGATION MEASURE 8/0-1 B THAT THE PROJECT WOULD OCCUR IMMEOJATEL Y ADJACENT TO SENSITIVE HABITAT AREAS AND/OR HABITAT POTENT/ALLY SUITABLE FOR SPECIAL STATUS SPECIES, THE CMWD SHALL RETAIN A QUALIFIED BIOLOGIST TO A TT END PRE-CONSTRUCTION MEETINGS TO INFORM CONSTRUCTION CREWS OF THE SENSITIVE RESOURCES AND ASSOC/A TED AVOIDANCE AND/OR MINIMIZATION REQUIREMENTS.HAZARDS AND HAZARDOUS MATERIALS HAZ-1 EXCAVATION MONITOR/NG. DURING EXCAVATION ACTIVITIES FOR ES 2, ES 5, ES 8, ES 9, AND ES 18, CMWD SHALL PROVIDE MONITORING BY AN INDIVIDUAL LICENSED IN THE STATE OF CALIFORNIA TO ASSESS SOIL CONDITIONS FOR THE POTENTIAL PRESENCE OF CONTAMINATED SOILS. IN THE EVENT OF ENCOUNTERING HYDROCARBON CONTAMINATED SOILS, THESE SO/LS SHALL BE PROPERLY TESTED, MANAGED, AND DISPOSED OF AT A LICENSED FACILITY IN ACCORDANCE WITH DEH REQUIREMENTS. HAZ-2 CONSTRUCTION WORKER HEALTH AND SAFETY WORK PLAN. PRIOR TO CONSTRUCTION OF ES 2, ES 5, ES 8, ES 9, OR ES 18, CMWD SHALL HAVE A PROJECT-SPECIFIC HEALTH AND SAFETY WORK PLAN PREPARED AND DISTRIBUTED TO THE CONSTRUCTION WORKERS TO ADDRESS THE POTENTIAL EXPOSURE TO HAZARDOUS MATERIALS ASSOCIATED WITH WORKING WITH OR NEAR CONTAMINATED SOIL. THIS WORK PLAN SHALL COMPLY WITH ALL COUNTY OF SAN DIEGO OEH WORK PLAN REQUIREMENTS INCLUDING COMMUNITY HEAL TH AND SAFETY PLANNING TO ADDRESS PHYSICAL HAZARDS, SITE SECURITY, MANAGEMENT OF SOIL AND WATER, AND MONITORING EQUIPMENT. A DESCRIPTION OF ENGINEERING CONTROLS AND MEASURES THAT WOULD BE PUT IN PLACE TO PREVENT AND/OR REDUCE THE RISKS POSED TO SITE WORKERS, PUBLIC ANO THE ENVIRONMENT IN THE UNLIKELY EVENT OF EXCAVATING CONTAMINATED SOIL FROM THE CONSTRUCTION AREA SHALL BE PROVIDED IN THE WORK PLAN AND SUBMITTED TO THE DEH FOR APPROVAL. THE ENGINEER/NG CONTROLS AND MEASURES TO BE IMPLEMENTED IF POTENT/ALLY CONTAMINATED SOIL JS UNCOVERED SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1) AN EXCLUSION ZONE AND SUPPORT ZONE SHALL BE ESTABLISHED PRIOR TO START AND DURING EXCAVATION ACTIVITIES. NO UNAUTHORIZED PERSONNEL SHALL BE ALLOWED IN THESE ZONES. PERSONNEL AUTHORIZED TO WORK IN THESE ZONES SHALL HAVE THE REQUIRED TRAINING AND QUALIFICATIONS INCLUDING OSHA HAZWOPER TRAINING. 2) WRITTEN NOTIFICATIONS SHALL BE POSTED ON THE PERIMETER FENCING IN ADVANCE OF START OF EXCAVATION TO NOTIFY THE GENERAL PUBLIC AND HOTEL STAFF/OPERATORS OF THE NATURE AND DURATION OF WORK ACTIVITIES. THE POSTINGS SHALL ALSO INCLUDE EMERGENCY CONTACT NAMES AND TELEPHONE NUMBERS. 3) NO EATING, DRINKING OR SMOKING SHALL BE ALLOWED WITHIN THE EXCLUSION OR SUPPORT ZONES. 4) SITE WORKERS SHALL BE REQUIRED TO WEAR PERSONAL PROTECTIVE EQUIPMENT INCLUDING GLOVES, DUST MASKS OR RESPIRATORS, HARD HATS, STEEL TOED BOOTS, TYVEK® PROTECTIVE CLOTHING, EYE SHIELD AND EAR PLUGS OR EAR MUFFS. 5) A DECONTAMINATION ZONE SHALL BE ESTABLISHED FOR SITE WORKERS TO USE PRIOR TO EXITING THE EXCLUSION ZONE. 6) ALL EXCAVATED SOIL SHALL BE UNDERLAIN AND COVERED BY PLASTIC OR VJSQUEENTM ,IF STORED ON SITE, TO PREVENT OR REDUCE OFF-GASSING INTO THE ATMOSPHERE AND TO PROTECT THE STOCKPILE FROM EROSION DUE TO STORM RUNOFF. IF ON-SITE TEMPORARY STORAGE BECOMES NECESSARY, THE STOCKPILES SHALL BE PLACED DOWNWIND DOWNSTREAM OF ANY SENSITIVE RECEPTORS IN THE AREA. 7) ALL WORK SHALL STOP IF AMBIENT AIR CONCENTRATIONS EXCEED ACCEPTABLE THRESHOLDS AS APPROVED BY THE SAN DIEGO COUNTY OEH, AND EXCAVATION SHALL BE BACKFILLED WITH INERT SOIL OR OTHER MATERIAL UNTIL CONCENTRATION DROP BACK TO NORMAL. 8) EXPOSURE TO OUST AND POTENTIAL INHALATION HAZARDS SHALL BE CONTROLLED BY LIGHTLY SPRAYING THE EXCAVATED MATERIALS WITH CLEAN WATER AS THEY ARE STOCKPILED ON SITE OR AS THEY ARE TRANSFERRED TO TRUCKS FOR SHIPMENT OFFSITE. A DUST MONITOR SHALL BE USED ON SITE TO MEASURE AIRBORNE DUST DURING ACTIVITIES THAT ARE EXPECTED TO GENERATE DUST. IF DUST LEVELS EXCEED PERMISSIBLE EXPOSURE LEVELS AS SET BY OSHA STANDARDS, ADDITIONAL MEASURES FOR DUST CONTROL SUCH AS THE USE OF INDUSTRIAL NON-TOXIC DUST SUPPRESSANTS SHALL BE IMPLEMENTED. 9) RUNOFF AROUND THE EXCAVATION SITE SHALL BE CONTROLLED BY PLACING FIBER ROLLS OR OTHER SIMILAR TYPES OF EROSION AND RUNOFF CONTROL MEANS TO DIRECT SURFACE RUNOFF AND TO PROTECT THE NEARBY DOWNSTREAM STORM DRAINS. 10) VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE DIRECTED AWAY FROM THE CONSTRUCTION ZONE PRIOR TO AND DURING EXCAVATION AND FOLLOW-ON ACTIVITIES IN ACCORDANCE WITH A TRAFFIC PLAN APPROVED BY THE CITY OF SAN DIEGO OR CITY OF OCEANSIDE, AS APPLICABLE, AND IN COORDINATION WITH CMWD. "AS BUil T" P.E. _____ EXP. ____ _ REVIEWED BY: INSPECTOR fsBrn7 CITY OF CARLSBAD l----+---+----------------+----1---1----+----I L.l._j UTILITIES DEPARTMENT l----+---1-----------------+----l---f---+----I MPROVEMENT PIAN FOR: DATE DATE uTI STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT ---------------------~ I f t t ES 1----1----+----------------+---l---f---+----I NOTES POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED n ras rue ure ~~of 510k FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. ' , O o , • • K , K o c o a , O K , < , o H ff_~;~ POLYETHYLENE INSULATION SHALL CONFORM TO ASTM 01248, ,,, .._ -;;, -,,, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION 14271 Danielson Street 16 i;J ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE Poway, California 92D64 q,, Exp. 3-31-2015 * ,ft ... WHICHHASBEENOAMAGEOWILLBEREQUIREDATTHE T 858.413.2400 F 858.413.2440 1 C1v1'-~" CONTRACTOR'S EXPENSE. www.iecorporation.com r., o, C~l111:>'<' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CIT( APPROVAL LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITf ENGINEER PE 41204 EXPIRES: 3/31/15 DATE DWN BY: RM I PROJECT NO. I DRAWING NO. ~/Zg ~~~~:~ ~---5_2_0_7 __ ~. 476-7 ,,, N l:J "' u z 0 .. w ..J <( u en ..J <( z -(.!) ex: 0 I I .I ,· "" ·~ OC) 0 I (.) 0 l (.) / D ~ C "' -~ V D 0 C t.: J "' § .!'l u V l / IL ' I 1 ao: I I 1 50 I I 1 40: I 1 30 : J ! ' . .... ' . -.. ..•.. .. ' ! ' ' '. --' ' ' -. ' I -' .. .. ; ... . . .. .. ·•·· ... TEL -' .. --i------.. FO .. .. .. r-----..: ... ·-. --· TS .. '--------'. . -' .. . -... . : --.. -. . L . ,. -~--y ~ ' -... .. --· ... ... . .. . : .. . . -· .. ! . .. ' .. . , --.. . ' ' 12" PVC RW ·> ··----· . ' . --' ... ,. ' . ' I -~-n . .. ----··-·· -, . . -~ .. - ' ' ' .. -.. ' --' -' ... .. - ' ! .... -· .. ... . ' ... . .. ' .. .. . -' • . ·-' .. .. --·· .. . .. .... • - ' 0 0 +1 si-. 0 o · .. ? I,(') --.. . . - 0 T" T" 11 . i -. ~ Q.. . . 0 . .. --.. ' .. ... U) I-·~ .. -.... . . ' .. .. ,. _, . .. . . • .. .. --• .. ------, • . ' ., ' ' + 10 00 I ALGA RO .. ' .. . CONSTRUCT 800 LI 8" C900 PVC DR 14 .. . . . . . ... ~ . ' - ~ ✓;t!, PAVEMENT ~CE OVER 'i. OF PIPE . . . . . ~ .. ,. .. -~ -.. • ----:_________: -~ -.:..___ ~-Q.. ~ ------:....... l:o ~st . -~ -. ' . . . . . . . . . ' ' . . . . . . . . -~ . . . . . . I"- C>I !'<I: 0, ~ 0, + 0 T" JI .. ~ 5 I"- ('") ll) U) -@ ('") + ('") (§ . T' ~ U) @ + 11 00 + 12 00 + 13 00 EXIST 12" PVC RW (ZONE 384) PER DWG 405-8 CAUTION! EXISTING FIBER OPTIC CABLE EXIST BUILDING CAUTION! EXISTING FIBER OPTIC CABLE ~ -- I,(') 0 Sj" T' II Q.. 0 I-.. - . . -. ' -- . -.........._ ~ - --------. -,...__ -V EXISTPAVEMENT -.. .. . . --/ .SJJRFACE OVER 'i. ------------~ .. ' ., -. TS~ -~-<> ,~. ~ . .. ,., ' 0 0 . . ~1 ~r<J< ' ' . ' . / ' ·uJ!J'§iJ .. .. ' ' . ' . . - SCALE: . HORIZ: 1" = 40' VERT: 1,r=4' 14 00 + + 15 00 16 00 + ~ PROPOSED 8" C900 PVC RW EL CAMINO REAL CAUTION! EXISTING OH UTll..lTY 14271 Danielson Street Poway, California 92064 T 858.413.2400 F 858.413.2440 www .iecorporation.com ' ! ' . . .. - . . . . ' .. . .. ... . . .. -• . -. . OFJ lf>_I; -.. . -- - .. .. .. . - 0 .. 0 • 0 0 + .. -co """ ' . z I 1 50 I I NOTES: 1. TRACER WIRE SHALL BE INSTALLED ON PVC RECYCLED WATER MAIN. SEE RECYCLED WATER NOTE NO. 14, SHEET G-3. 2. TYP TRENCH SECTION PER CMWD STD DWG W-2, 3. TRENCH RESURFACING PER CITY OF CARLSBAD STD DWG GS-26 (FULL LANE WIDTH, 12' MIN) CONSTRUCTION NOTES: G) CONNECT TO EXIST 12" PVC RW PER LU ~ ® INSTALL 2" COMBINATION AIR VACUUM VALVE PER CMWD STD DETAIL W-7 1140 1 0 ---- .. .. .. s "' 0-0158 .. . - -- . .. .. -- + 17 00 an:ss1a · tc if' -rrl~ C40654 ~ -31-2 ! ' ' • ' ! I I .1 ' ' I ' I I -~ I-----~ - ® INSTALL HIGH DEFLECTION COUPLING CJ) w z .. -. -J -:c 0 I-<t: 11301 • :E • - . -, . .. .. ' .. . . . . • I 201 1 I + 18 00 - SCALE: 1 "=40' I r§ COORDINATE TABLE NO NORTHING EASTING DESCRIPTION IT] 10+00.00 1982329.09 6250413, 72 CONNECT TO EXIST 0 10+06.86 1982322.23 6250413.63 INSTALL 11.25" BENO Ii] 16+86.65 1981648,40 6250503.45 BEGINNING OF CURVE DATA TABLE /:;!BEARING R L T DESCRIPTION 0 S0'43'f8"W 6.86' 8" PVC (2) sra5'34"E 679.78' 6"PVC 0 27' 50' 57" 2026.58' 985.04' 502.45' B"PVC "AS BUil T" DATE P.E. ____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ ,~-----t---i----------------+-----+--+---+----l Li_J UTILITIES DEPARTMENT ~ t-------j----j-----------------+-----+--t---+-----1 MPROVEMENT PLAN FOR: PLAN & PROFILE STA 10+00.00 TO 18+00.00 LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 41204 EXPIRES: 3 31 15 DATE t--;::-:DA'"'TE:-t--;-:IN"'IT'""IAL-+---------------+-D-AT-E-+-IN-ITIAL-1-DA_J_E -+I-NI-TIA-L--1 ;:;D~W;:::N=B;;Y:;::: =::;:R:;:;M=;-;:::==P=R=o=JE=c=T=N=o=. ==1;;:..=□-R=A-=w-=1N-=G-=-N=o:::::. ENGINEER OF WORK REVISION DESCRI PTION OTHER APPROVAL CITY APPROVAL 2~~g ~~~ ~~ 5207 476-7 '------------' N 0 .. w ..J <( u en ..J <( z -(!j a::: 0 i I J, .I ' "" ·6 oci 0 I (.) 0 1 (.) / D ~ C "' -~ V D 0 C t.: J ~ !l u V l / IL I 1 I 1 I 1 I 1 .... ' f . . ' ao: - .. 12" I 50 I I - -.. 40: - .. 30 : ! ' . ' .... -· ' ' I . .. ' • ' ·f . • .. .. I ·•· ·-. .. •· ··•·· TEL ' .. -I"'---: FO .. .. .. .. r-----..: ... -.. ... ·rs .. ~-. .. . -... ~- ' --.. -. . ' .. , .. . ' ---. -/ ~ ' -... .. ... .. ' ... ... .. . . ., .. .! .. • -.. .. -· ... ' PVC RW ·> ··--·----• . _,' .... ,. I ·~-n . .. -·-··-·· -, . --.. . ' ' • . .. • • -' -' ... --.. • ! . . .. ··-· .. ... . • ... . .. ,, ' .. .. .. ! • . -• .. .. ... .. . .... .. . - 0 0 +I si-. 0 o · .. ~ II) •. .. . . --,.. 0 ,.. II .. L - ~ Q. 0 .. . . -·• ' . .. .. . U) I-·~ ... .... . . . • .. ... ' _,. .. . . • .. .. -• . .. . --, . -• . • + 10 00 • ' .. . . . CONSTRUCT 800 LI 8" C900 PVC DR 14 . . . . . . . -... ~ . ' -. PAVEMENT ....____ ~ . II ✓Ex1s· . SUR ACE OVER 'i. OF PIPE ~ .. . . . ~ .. , . -" ~ -.. • ----:..____: -~ --.....:....__ ::!; . Q. i:: ---.....:....._ r,, .. ~st . -~ . . . . . . . . . . . . . ' . . . . . . . . -~ . . . . . r,.. C>I !'<I: a, ~ a, ·+ .0 . ,.. ll ~ 5 r,.. (") ll) U) -@ (") + (") @) . ,.. ~ U) <§) + 11 00 + 12 00 + 13 00 EXIST 12" PVC RW (ZONE 384) PER DWG 405-8 CAUTION! EXISTING FIBER OPTIC CABLE EXIST BUILDING CAUTION! EXISTING FIBER OPTIC CABLE ~ -- II) 0 Sj' ,.. II Q. 0 I-.. .. -. . . ~ .. ., TS~ -~-<> I~ ' 0 /c, ' . ~1 ~r<J< - / ·uJ!f'51J .. .. . • ' . - SCALE: HORIZ: 1" = 40' VERT: 1,r=4' 14 00 + --------,..___ -VEXISTPAVEMENT -----/ .SJJRFACE OV!:R 'i. -------------- ' -. ' ,., ' . ! . . . + 15 00 16 00 + ~ PROPOSED 8" C900 PVC RW CAUTION! EX!STING OH UTll..lTY 14271 Danielson Street Poway, California 92064 T 858.413.2400 F 858.413.2440 www.ie corporalion.com ! -.. ! .. .. .. . .. -. . . ' .. . .. ... .. . . ' . -. . Off IP_E . . . ' .. -- .. - . . -.. 0 .. 0 • 0 0 + .. . . co ,- .. . . z I 1 50 I I NOTES: 1. TRACER WIRE SHALL BE INSTALLED ON PVC RECYCLED WATER MAIN. SEE RECYCLED WATER NOTE NO. 14, SHEET G-3. 2. TYP TRENCH SECTION PER CMWD STD DWG W-2. 3. TRENCH RESURFACING PER CITY OF CARLSBAD STD DWG GS-26 (FULL LANE WIDTH, 12' MIN) CONSTRUCTION NOTES: (D CONNECT TO EXIST 12" PVC RW PER LU ~ ® INSTALL 2" COMBINATION AIR VACUUM VALVE PER CMWD STD DETAIL W-7 1140 1 0 --. -.. ... ' s "' 0-0158 -' -- ... .. -.. . + 17 00 QfESS lo, · tc if> -rrl~ C40654 ,;;/ -31-2 ' ! ' • ! ' ! I I ., I I .1 ' ! ' I I ' ·------I--------~ - ® INSTALL HIGH DEFLECTION COUPLING CJ) w z .. -. -J -J: 0 I-~ 11301 • ~ . • - . -.. ; - .. .. ' .. . ' - ' I 201 1 I + 18 00 - SCALE: 1 "=40' COORDINATE TABLE NO NORTHING EASTING DESCRIPTION IT] 10+00.00 1982329.09 6250413. 72 CONNECT TO EXIST 0 10+06.86 1982322.23 6250413.63 INSTALL 11 .25" BENO Ii] 16+86.65 1981648.40 6250503.45 BEGINNING OF CURVE DATA TABLE /:;!BEARING R L T DESCRIPTION 0 S0'43'18"W 6.86' 8" PVC (2) sra5'34"E 679.78' 8"PVC 0 27' 50' 57" 2026.58' 985.04' 502.45' B"PVC "AS BUil T" DATE P.E. ____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ i~----t---i----------------+------+--+----+----l Li_J UTILITIES DEPARTMENT ~ ,~----t---t----------------+-----+--+-----+-----1 MPROVEMENT PLAN FOR: PLAN & PROFILE STA 10+00.00 TO 18+00.00 LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 41204 EXPIRES: 3 31 15 DATE t--;:::DA""'TE:-+-;:IN"'IT"'IAL-+---------------+-D-AT-E -+-IN-ITIAL-1-DA_J_E -+,-NI-TIA-L--1 ;:;D~W;::N=B~Y:;::: =::;:R:;:;M=;-;:::==P=R=o=JE=c=T=N=o=. ==1;;:..=□-R=A-=w-=1N-=G=-N=o:::::. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL ~t~g ~}~ ~: .____ __ 5_2_0_7 __ ____,_ 476-7 ~ a: u z 0 .. w ...J <( CJ en ...J <( z -(.!) a::: 0 .. 0 N '-0 > 0 0 C L: I NOTES: 1 J_· ·+-1-__;___;........,._~-,--~--'----~~-~~------~~_::C~O~N'.::'.$~tR~U~C~T'.._' 8~0~0~L~8~"~C'..:'._9.:::_:00::._:P~V:.:C:::...=.DR~1_.:_4•_+---------,---t--------l--------l-I ' I -i--· .; --· i 1. TRACER WIRE SHALL BE INSTALLED ON PVC RECYCLED WATER MAIN. SEE RECYCLED WATER NOTE NO. 14, SHEET G-3. .... -·-......:.. ' : . -,-s"' :o.01sa C -, st .... "' .(0 co "' ·+ -·----+ co a, ..... _, . -.-. -i! i! . (/) (/) :~ @) @ ' -· ·@ --l .... , -. .... "' ~ ~ + .,.. C "' II i! a. g (/) @ SCALE: HORIZ: 1" " 40' ------- 0 0 2. TYP TRENCH SECTION PER CMWD STD DWG W-2. 3. TRENCH RESURFACING PER CITY OF CARLSBAD STD DWG GS-26 (FULL LANE WIDTH, 12' MIN) CONSTRUCTION NOTES: ® INSTALL HIGH DEFLECTION COUPLING 8) INSTALL 8" RWGV, POX PO, PER CMWD STD DWG NO. W-13 & W-16 @ INSTALL 2" 80 PER CMWD STD DWG W-6 ® INSTALL 2" MAV PER CMWD STD DWG W-6 11 ol--1-a~+~oo--'---'--__:..__---'--:_____:_-1_9+Lo~o-~--'---2~0~+Lo~o=------2~1~+~0~0~~-__l._~vE~;~~~:~·;~~-·_j_ __ _;_~2~3~+~00;;------n2A47+0n.o;:.-----~2s~+~o~o'--------'----;2?l6~+~0vo11100 EXIST 2" WS EXIST TEL ~-PROPOSED 8" C900 PVC RW ROW, TYP 14271 Danielson Street Poway , California 92064 T 858.413.2400 F 858.413.2440 www.iecorporation.com ROW, TYP ~ "" 40654 I;/ 3-31-2 IV I\. F CA\. ---.. f~ SCALE: 1 "=40' RECYCLED WATER SERVICE TABLE NO SIZE EXIST ACCT NO. CUSTOMER STDDWG & 2'" 8123000 FIRST LA COSTA W-4 DATA TABLE 0 /",,!BEARING R L T DESCRIPTION 0 27• 50' 57'' 2026.58' 985.04' 502.45' 8"PVC "AS BUil T" DATE P.E. ____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD 1---1----+----------------t---+--t----t--l L_J>___j IJTILITIES DEPARTMENT 1---1----+----------------t---+--t----t--i uTI MPROVEMENT PLAN FOR: PLAN & PROFILE STA 18+00.00 TO 26+00.00 lA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 41204 EXPIRES: 3 31 15 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OAfE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: RM CHKD BY: DP RVWD BY: AE I DRAWING NO. 476-7 ~------- PROJECT NO. 5207 0 .. w ..J <( () (f) ..J <( z -(!) -a:: 0 - ~ -... -0 N ' 0 N ' "' 0 "' • -~ "' 0 I (.) 0 C ~ -~ 0 I (.) / 0 0 a: (.) / C "' ·a • 0 0 C lC .., a. " "' 0 -~ © 0 (.) 3 q "' -0 ;?,- N ,0 0 0 ~ .., ~ / JJ u • E a. ~ a. I I 1. -l -.•. , CONSTRliCt 800 Lt 8'' C900 PVC DR 14 ' . --·=· _,_ - 1120 :1---+-'------,-~---------'----+-------;.------1---------+---------+-------+-------+-------+---~----1----1: 120 I [ill] • 0 0 + (C) C\I z ---+ 0 -I-~ en w z -, -• --C " • " - : .. •· ·--.. ---•• ---.. -•-. ---· • • ! ~ ' -.. __ j ;~ TEL ... , ...... ___ , _______ _ ,. .. . ' .. -. -~ .. .. .z ... -· ' TlfL ! ~ ' I f •• -. --. _, -. . . .. ,. . . . -- -· . . . ... . - I •. ., • ---' -, ....... -. . . . . .. I~ EXIST PAVEMENT · / · · SURFACI= OVER i OF J JP!: )[ . .. S =-1 0_123 SCALE: 8" ACPWTR ' -------- ----- - 0 0 • 0 0 + s::t (I') z 0 [II[] -I- ~ Cl) w z -_,J :c u I-ct :E 1100 I NOTES: 1. TRACER WIRE SHALL BE INSTALLED ON PVC RECYCLED WATER MAIN. SEE RECYCLED WATER NOTE NO. 14, SHEET G-3. 2. TYP TRENCH SECTION PER CMWD STD DWG W-2. 3. TRENCH RESURFACING PER CITY OF CARLSBAD STD DWG GS-26 (FULL LANE WIDTH, 12' MIN} CONSTRUCTION NOTES: ® INSTALL HIGH DEFLECTION COUPLING @) INSTALL 8" RWGV, POX PO, PER CMWD STD DWG NO. W-13 & W-16 @) INSTALL 2" BO PER CMWD STD DWG W-6 @ INSTALL 2" MAV PER CMWD STD DWG W-6 HORJZ : 1" = 40' I 90 :i----------:''~-'---'---'-' --'--' -'--'--~~~-~---L--------L-----_L.:..;;VE::.:_:R~T::.._1:__"_=...:..4'_L-_-~--1--------.....L..-------.....L.--------...L----li 90 I 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 0 0 . 0 0 + (C) C\I z 0 -I-~ Cl) w z -..,,I :c u I- ct :E ~-PROPOSED 8" C900 PVC RW --r---EXJST TEL EXIST 8" ACP WTR C\I I u C!) ~ C w w en EL CAMINO REAL ESTRELLA DE MAR ROAD 14271 Danielson Street Poway, California 92064 T 858.413.2400 F 858.413.2440 www .iecorparation.com 0 0 . 0 0 + s::t (I') - z ,. OU -I-C!) ~~ en C wW zW -Cl) _,J :c ~ ct :E DATE INITIAL ENGINEER OF WORK SCALE: 1 "=40' REVISION DESCRIPTION COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 26+71.69 1980678.98 6250395.88 END OF CURVE DATA TABLE 0 /':,!BEARING R L T DESCRIPTION @ 27° 50' 57• 2026.58' 985.04' 502.45' 8"PVC (4) S19• 57' 20"W 2464.06' 8"PVC "AS BUil T" DATE P.E. ____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE @TI MPROVEMENT Pl.AN FOR: PLAN & PROFILE STA 26+00.00 TO 34+00.00 LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 41204 EXPIRES, 3/31/15 DATE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: RM I CHKD BY: DP RVWD BY: AE PROJECT NO . 5207 I DRAWING NO. _ 476-7 ... N U) '" (.) z 0 .. UJ ...J ct (.) (/) ..J ct z -(.!) a:: 0 - " -... -0 N ' 0 N '-,o 0 "' • ·o <O 0 I u , C .c ·" 0 I u / 0 0 <( ;!- C "' a • 0 0 C [;: -' a. ~ "' 0 ·" • 0 u 0 -' 0 "' 0 0 / °' "' 0 0 --' "' <,: V / • 0 • ·;;- C a. ,:'. a. 110 )-----y----,---,.------.----------,------------.--------,----------,------,.---------,----------.--------------r---i 90 NOTES: ' ., . '. .... -· , ... ' . ' . ~ , --.l . . . 80 ' ---. ----,..-! .. ( ..... ' . 34+00 35+00 ROW(TYP) 0 0 • 0 0 + s::j- ('f) z ('f) I 0 (.) i== (!) ~ ~ <n 0 I.LI w z w <n -..J J: ~ <( :e 36+00 37+00 CONSTRUCT BOO L 8'' C900 PVC DR 14 SCALE: HORIZ: 1" = 40' VERT: 1" = 4' 38+00 39+00 ~-PROPOSED 8" C900 PVC RW EL CAMINO REAL CAUTION! EXISTING FIBER OPTIC CABLE ARENAL RD CAUTION! EXISTING 1 0" AND 16" FUEL LINE CAUTION! EXISTING 30" HIGH PRESSURE o----~ GAS LINE 0 "' ·o st 0 II) . lO 0 + + a, 0 . "' st . <( ~ I- (/) (() "' (§) ®. 40+00 41+00 ~ INSTALL NEW 1" IRR RW SERVICE PER CMWD DWG NO. W-3 EXIST 3" HP GAS, PROTECT IN PLACE EXIST 8" ACP WTR PER DWG 168-6 & INSTALL NEW 1" IRR RW SERVICE PER CMWD DWG NO . W-3 14271 Danielson Street Poway, California 92064 T 858.413.2400 F 858.413.2440 www .iecorporation.com ~-~ [][] []Q] 60 42+00 k~ __ _,,,,._SCALE: 1 "=40' ROW 1. THE CONTRACTOR SHALL NOTIFY SDG&E GAS AT (BOO) 660-7343 TO SCHEDULE STANDBY INSPECTION PRIOR TO POTHOLING AND CONSTRUCTION ACTIVITIES. STANDBY SHALL BE REQUIRED FOR ALL WORK WITHIN 10 FEET OF 30" GAS. CONTRACTOR SHALL MAINTAIN MINIMUM 18-INCH VERTICAL SEPARATION WHILE WORKING AROUND HIGH PRESSURE GAS. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF SOG&E. ED SNOW (SDG&EJ ANO ROYA GHANIMAT (SDG&EJ SHALL BE INVITED TO THE PRE-CONSTRUCTION MEETING. 2. THE CONTRACTOR SHALL NOTIFY KINDER MORGAN AT (310) 628-7350 AT LEAST TWO WEEKS PRIOR TO SCHEDULE STANDBY INSPECTION PRIOR TO POTHOLING AND CONSTRUCTION ACTIVITIES WITHIN 10 FEET OF FUEL LINES. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF KINDER MORGAN. 3. THE CONTRACTOR SHALL POTHOLE GAS AND FUEL LINES PRIOR TO CONSTRUCTION TO VERIFY DEPTH ANO LOCATION. 4. TRACER WIRE SHALL BE INSTALLED ON PVC RECYCLED WATER MAIN. SEE RECYCLED WATER NOTE NO. 14, SHEET G-3. 5. TYP TRENCH SECTION PER CMWD STD OWG W-2. 6. TRENCH RESURFACING PER CITY OF CARLSBAD STD DWG GS-26 (FULL LANE WIDTH, 12' MIN) CONSTRUCT/ON NOTES: @ INSTALL HIGH DEFLECTION COUPLING @) INSTALL 8" RWGV, POX PO, PER CMWD STD DWG NO. W-13 & W-16 ® INSTALL 2" BO PER CMWD STD OWG W-6 @ INSTALL 2" MAV PER CMWD STD OWG W-6 • RECYCLED WATER SERVICE TABLE NO SIZE EXIST ACCT NO. CUSTOMER STDDWG Lt 1" NEW CITY FIRE W-3 & 1" 7806650 CITY PARKS W-3 DATA TABLE 0 6,tBEARING R L T DESCRIPTION 0 S19• 57' 20"W 2464.06' 6"PVC "AS BUil T" P.E. ____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ t-----t---t-------------~--t---t---f---t---l Li_J UTILITIES DEPARTMENT ~ t-----t---t----------------t---t---f---1---1 t-----t---t------------~---t---t---f---t----; MPROVEMENTPlAN FOR: DATE INITIAL DATE INITJAL DATE INITJAL ENGINEER OF WORK REVISION DESCR IPT ION OTHER APPROVAL CITY APPROVAL PLAN & PROFILE STA 34+00.00 TO 42+00.00 LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CUY ENGINEER PE 41204 DWN BY: RM CHKO BY: DP RVWD BY: AE EXPIRES: 3 31 15 DATE PROJECT NO . 5207 476-7 I DRAWING NO. ~------~ N l:'.l '!: u z 0 w ...J <( 0 (./') ...J <( z -(!) a:: 0 s- 0 C C: J "-" 12 I 70 :f---~-, -,-~.-----,-----------.----------,--------,-----------.--------.----------------.----------..---i: 70 I NOTES; []Q] .. ·-., . .. ' -. .. t -· .•. g~-. ' ~ ., l •• .., ..• , .• 0 0 + ('.j ""'" z 0 -I-~ cn w z .. ' 42+00 : ' -. . . ·-. . • • • I .. , . !. -•• -· ' -... ·• ., ---.. , ...... . . --.. 0 0 0 •• ' • • 0 •••' • L • • •• .... • l • • • I 43+00 ·· ·· · --EXISTPAVEMENT -. J . SURFACE OVER 'i. OF PIP!: 44+00 45+00 CONSTRUCT 800 LJ 8'' C900 PVC DR 14 TEL SCALE: HORIZ: 1" = 40' VERT: 1" = 4' 46+00 -------B"ACPWTR 47+00 ~-PROPOSED 8" C900 PVC RW EL CAMINO REAL .. -· <O +I .,; "' i:; "1" II .. * 11. ~ g V) .. .. ---c........:._ . 0 0 . 0 0 + 0 lO z 0 -I- ~ Cf) w 2: 1 . 2 . 3. TRACER WIRE SHALL BE INSTALLED ON PVC RECYCLED WATER MAIN. SEE RECYCLED WATER NOTE NO. 14, SHEET G-3. TYP TRENCH SECTION PER CMWD STD OWG W-2. TRENCH RESURFACING PER CITY OF CARLSBAD STD DWG GS-26 (FULL LANE WIDTH, 12' MIN) CONSTRUCTION NOTES: @) INSTALL HIGH DEFLECTION COUPLING 48+00 49+00 50+00 CAUTION! EXISTING FIBER OPTIC CABLE & INSTALL NEW 1" IRR RW SERVICE PER CMWD DWG NO. W-3 EXIST BOLLARD, TYP OF 4 14271 Danielson Street Poway, Ca lifornia 92064 T 858.413.2400 F 858.4 13.2440 www.iecorporation.com h ( ..__ u__u ~~ _____ .,SCALE: 1 "=40' RECYCLED WATER SERVICE TABLE NO SIZE EXIST ACCT NO. CUSTOMER STDDWG 1" 8123050 KSLLACOSTA W-3 DATA TABLE 0 6,tBEARING R L T DESCRIPTION 0 819' 57' 20"W 2464.06' B"PVC "AS BUil T" DATE P.E. ____ EXP . ____ _ REVIEWED BY: INSPECTOR DATE i--+---+------------+--+---1---+--1 ~ CIT'£nL~fs D£~~~~BAD ~ MPROVEMEIIT PLAN FOR: PLAN & PROFILE STA 42+00.00 TO 50+00.00 ~l',llf~1/0~"'I ~~"> K, < t ~~I ... / ~ l--------/---\-------------------/---+--1----l----l -. , "'z-,-----t----t------------------t---+--1---+--l ~ 'JT";;,_ C40654 i;; * Exp. 3-ll-20 15 * "'".f C/VI'-ci;.-" DATE INITIAL I', ,<:,'l' OF C~I.I' ENGINEER OF WORK LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 41204 EXPIRES: 3/31/15 DATE REVIS ION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: RM I CHKD BY: DP RVWD BY: AE PROJECT NO. 5207 I DRAWING NO. _ 476-7 v N 0 .. w ...J <t () rn ..J <t z -~ -a::: 0 50 20 0 0 • 0 0 + 0 I(') z 0 -I- ~ N Cf') -" UJ - •t z 0 -N -' ...._ 0 N J: ...._ ~ CJ 0 "' I-, < "! "' :e 0 I u , C -5 0 I u / 0 0 < u / C "' ·.; • □ 0 C C: J a. 3' "' 0 --• 0 u 0 J q <o -0 ;,- oi "' 0 0 ~ J \Ji u / • u • ·2 a. / a. ll') I CJ C!) ~ a UJ UJ Cf') I ! 50+00 •• t • ·• --· ! ~-···· . -' ------------ -~ ' . ... , . -.. ·-.. , -.... -. -1 -•. ' ' ' -__ ......... ·-···-.. . . . . ' . 51+00 ROW(TYP) CONSTRUCT 800 L 8'' C900 PVC DR 14 . EXIST PAVEMENT · SURFACE OVER 'i. -0 PIPE- CA,TV _ 2"PVC WTR . I ' ' T I · · · EXIST PAVEMENT · · · z SURFACE OVER 'i. OF PIPE · ·~ e '<t lf) ,... . ·"' c,J,- . ~ II <b CL lf)Q -~~ en . ~ e 00 <D • . a, 0 II .o:) . + CL -~~ ~-en -........ A 3 "C~ SD 0 0 • 0 0 + CX) ll') z 0 -I- ~ Cf') w _z -..J :c T, ~ < :e 30 lliJ [ill NOTES: 1. TRACER WIRE SHALL BE INSTALLED ON PVC RECYCLED WATER MAIN. SEE RECYCLED WATER NOTE NO. 14, SHEET G-3. 2. TYP TRENCH SECTION PER CMWD STD DWG W-2. 3. TRENCH RESURFACING PER CITY OF CARLSBAD STD DWG GS-26 (FULL LANE WIDTH, 12' MIN) CONSTRUCTION NOTES: @) INSTALL HIGH DEFLECTION COUPLING @ INSTALL 8" RWGV, POX PO, PER CMWD STD DWG NO . W-13 & W-16 ® INSTALL 2" 80 PER CMWD STD DWG W-6 @ INSTALL 2" MAV PER CMWD STD DWG W-6 0 INSTALL 22.5" BEND S '"-0.0106 52+00 53+00 SCALE: HORIZ: 1" = 40' VERT: 1" = 4' 54+00 --PROPOSED 8" C900 PVC RW EXIST 12" PVC WTR PER DWG 422-BR EL CAMINO REAL SCALE: 1 "=40' 55+00 CAUTION! EXISTlNG OH UTILITY RESTRAINED OINTS STA 56+42 TO S A57+1-0 56+00 57+00 PROPOSED 8" C900 PVC RW EL CAMINO REAL CAUTION HIGH VOLTAGE 14271 Danielson Street Poway, California 92064 T 858.413.2400 F 858.413.2440 www .iecorporation.com l'-ofESS/ ,._e, K. ~ A _,,.,..._, ~ ~, Jl,,,lf!, ' 58+00 0 SCALE: 1 "=40' COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 0 51+35.74 1978362.87 6249554.93 BEGINNING OF CURVE DATA TABLE 0 6_/BEARING R L T DESCRIPTION 0 S19' 57' 20"W 2464.06' 8"PVC I< 5) 28" 18' 57" 1475.96' 729.42' 372.32' 8"PVC "AS BUil T" DATE P.E. ____ EXP. ____ _ ROW, TYP REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~====~~===~===============================~====~====:====~====: ~ UTILITIES DEPARTMENT uTI MPROVEMENT P/.JW FOR: PLAN & PROFILE STA 50+00.00 TO 58+00.00 LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 41204 EXPIRES: 3 31 15 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: RM CHKO BY: DP RVWD BY: AE PROJECT NO . 5207 I DRAWING NO. . 476-7 N V, w ,: g 0 .. w ..J <( (.) rJ'J ..J <( z -(!) a:: 0 N " { ro 0 I u 0 I u / 0 5' ~ C "' a • 0 15 C ;;: ~ a. "' 0: 2 a 8 .'l 0 <D ~ N "' 0 0 ~ [QJ ·coN'sTRUCt 46i i. ~· 8'' C900 Pvc C>R 14 . ' ' ROW(TYP) CAUTION! EXISTING 30" HIGH PRESSURE GAS LINE 0----~ . ; EL CAMINO REAL . ,-' ,- co . +. ,- <O i! . "' . @) © Cl NSTRUCT 122 LF 8" C91 KJ PVC DR 14 CONSTRUCT. 76 LF 8;' DIP CLASS 350 ·o · CX) .. O') <O I " CX) oi '+. + ,-,-: .., <O <( i! . I-. "' "' © (§) @ @ O') 0 " co "'! +t .. 0 0 It) st co st . .. . . + .. + It) N It) N ,- <0 II . t0 11 · i!t ~t "'I-"'I- @) @) -<O 0 0 +t 0 st (>j N ' N 0 It) • It) C) I'-+ <O + .. ·+ st,-'<t C) '<t <O ll . <O II . <O <t Cl. ~t i! 1-0. "'I-"'I-"' @) @) @) FLANGED JOINTS ST, 62+02,23 TO STA 64+78.33 @) 1@ @) ,---PROPOSED 8" C900 PVC RW CAUTION! EXISTING FIBER OPTIC CABLE 14271 Danielson Street Poway, California 92064 T 858.413.2400 F 858.4 13.2440 www .iecorporoli on. com . ' . . . . .. .. ---- 0 0 • 0 0 + (0 (0 z 0 -I- ~ Cl') w z -..J J: ~ <t :e SCALE; 1 "=40' 0 0 • 0 0 + (0 (0 z a;> 00 -I-(!) ~ ~ Cl'J a wW ~~ ..J J: ~ <t :e [ill IT] NOTES: 1. THE CONTRACTOR SHALL NOTIFY SDG&E GAS AT (800) 660-7343 TO SCHEDULE STANDBY INSPECTION PRIOR TO POTHOLING AND CONSTRUCTION ACTIVITIES. STANDBY SHALL BE REQUIRED FOR ALL WORK WITHIN 10 FEET OF 30" GAS. CONTRACTOR SHALL MAINTAIN MINIMUM 18-INCH VERTICAL SEPARATION WHILE WORKING AROUND HIGH PRESSURE GAS. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF SDG&E. EO SNOW (SDG&E) ANO ROYA GHANIMA T (SDG&E) SHALL BE INVITED TO THE PRE-CONSTRUCTION MEETING. 2. THE CONTRACTOR SHALL POTHOLE 30" GAS PRIOR TO CONSTRUCTION TO VERIFY DEPTH AND LOCATION, 3. TRACER WIRE SHALL BE INSTALLED ON PVC RECYCLED WATER MAIN. SEE RECYCLED WATER NOTE NO. 14, SHEET G-3. 4, TVP TRENCH SECTION PER CMWD STO DWG W-2. 5. 'TRENCH RESURFACING PER CITY OF CARLSBAD STD DWG GS-26 (FULL LANE WIDTH, 12' MIN) 6. DIP SHALL BE DOUBLE CEMENT MORTAR LINED CONSTRUCTION NOTES: ® 0 ® ® 0 ® ® ® INSTALL HIGH DEFLECTION COUPLING INSTALL 8" RWGV, POX PO, PER CMWD STD DWG NO. W-13 & W-16 INSTALL 2" BO PER CMWD STD DWG W-6 INSTALL 2" MAV PER CMWO STD DWG W-6 INSTALL 22.5° BENO INSTALL 90" BEND a:-,.. '0} INSTALL 1" COMBINATION AIR VACUUM VAL VE ~ '0} 8" DI TEE, FL X FL, PER CMWD STD DWG NO. W-15 WITH BLIND FLANGE ON EAST OUTLET @ INSTALL 8" RWGV, FL X PO, PER CMWD STD DWG NO. W-13 & W-16 RECYCLED WATER SERVICE TABLE NO SIZE EXIST ACCT NO. CUSTOMER STDDWG 2" 8123100 KSLLACOSTA W-4 COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION 0 58+65, 17 1977644.54 6249481.99 END CURVE 0 62+02.23 1977311.52 6249534.04 INSTALL 45• BEND 0 62+39.37 1977289.63 6249564.04 (8 0 64+52.05 1977079.49 6249596.86 (8 G] 64+78.33 1977075.45 6249570.95 INSTALL 90° BEND DATA TABLE 0 {',,!BEARING R L T DESCRIPTION © 25• 18' sr 1475.96' 729.42' 372.32' 8"PVC © S8° 53' 00"E 337,06' 8"PVC (j) 553• 53' 00"E 37.14' 8" DIP \8) S8' 52' 48"E 198,51' 8" DIP 0 S81 ° 06' 47"W 26.28' 8" DIP @ s5• 53' 12"E 384.61' B"PVC "AS BUil T" P.E. ____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ ~====~====j==============================~=====~====~====1===~ L2Q_j UTILITIES DEPARTMENT ~ MPROVEMENT PiAN FOR: PLAN & PROFILE STA 58+00.00 TO 66+00.00 LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 41204 EXPIRES: 3/31115 DATE REVISION DESCR IPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: RM I CHKD BY: DP RVWD BY: AE PROJECT NO, 5207 I DRAWING NO, . 476-7 " N .. w .J ~ 0 rt) .J ~ z -(!) -0:: 0 I. 1: I "' ~ -v 0 N ----0 N ----,,, 0 "' 0 0 '° 0 I u a -.c -~ 0 I u / a 0 <{ u / C "' ·a; • a 0 C LC J c.. " "' 2 " 0 u 0 .J 0 .,; 0 ;!- ~ N "' 0 0 ~ .J } 2 0 -~ c.. / a: I ' I • : ; --' --_: CPNSTR!JQT}6?L,F 8'' C900P\IC 'bR 14 1 .. . - .. ' I 20 :t-------t----;-----'---~_,__--t--------'----+--------+--------1-----~~~-+-----1-I I [I[] IT] 0 0 . . . ! -.: • i ...... -----,~ •..... -· .. ,_ --L .. ! -. ! . . ' . -. . . .. ' . -· : r: EXIST PAVEMENT : / '· · SURFACE OVER '-OF PIPE C • " • •• • • • ••• : ->--.. .. . ... SCALE: ' ., .. -• I 20 I I o I I -10: ' i i ' ' . 66+00 67+00 HORIZ: 1" = 40' VERT: 1" -4• ----;~~.C.......C.----'--'--'-,:;-:;:-':--::~----'----=6a-=-+1--:o::-:o~~-'-=:..:!__j___J_ ______ _J_ ____ ---'-~L_~r -1 o I 0 0 . 0 0 + <0 co z r-.. I 0 0 -I-(!) ~ ~ C/'J 0 w w z w -C/'J ..J J: (.) I- <( == CAUTION! EXISTING FIBER OPTIC CABLE &, INSTALL NEW 1" IRR RW SERVICE PER CMWD DWG NO. W-3 ~ PROPOSED 8" C900 PVC RW ffi INSTALL NEW 2" IRR RW SERVICE PER CMWD DWG NO. W-4 '· ! /j,--Q --~ ~ --~-i-l---□ d ·o , I EX/ST LWO 16" DIP RW, PROTECT IN PLACE µ 't · . r rs . I //_ r, •·I ~J I\ !i:/fr( I~ --~.s"" ,,. 1·,' I lJ'-',~G,~ -... ~ -, ~ -.:, / . "--"cir:,,--~-:-J..-.-:·) '-'( cc, _ _ ( _ ..,_ __ _,.( _ =• ~--~~~~;; . -1-1 .. ' Ant --\I J -CArv --~ --CMV E r , --__ (--- ',S . : ~--""rtr:-~-e:,~~=cs~(f' "--~~:.....c..::-fly1(1:;lltl= --__ ·f -. ~Fg:;....i¾'s;g ~CAl)L Cl':@ CA!~ +00 ~WR'~~~EzoNEi'l5.z'±' ng;:-==::-~®'•i='~\;Ac~-:·· ··-... ='--_ :..:_·=._r~ ·v$itlP) ___ ~ _:·: ~ _ --~--~---xi-'Vfc£Grr'_ ~- ____________ <'"·---------------· ---~------.. ··-·· ·-------·--·~--·----·--.... ------------··-·---------------·---.. ----- --·------·····--· -------------------------------··- --·-------------· ----•-----------~--. --------------- EL CAMINO REAL ...., SCALE: 1 "=40' 1 4271 Danielson Street Poway, Cali fornia 92064 T 858.413.2400 F 858.413.2440 www . iecorpora tion .com NOTES: 1. TRACER WIRE SHALL BE INSTALLED ON PVC RECYCLED WATER MAIN. SEE RECYCLED WATER NOTE N O.14, SHE'Ef G-3 . 2. TYP TRENCH SECTION PER CMWD STD DWG W-2. 3. TRENCH RESURFACING PER CITY OF CARLSBAD STD DWG GS-26 (FULL LANE WIDTH, 12' MIN) CONSTRUCTION NOTES: @ INSTALL 2" BLOW OFF PER CMWD STD OWG W-6 @ INSTALL 8" END CAP ASSEMBLY WITH THRUST BLOCK PER CMWD STD DWG W-15. INSTALL FUTURE VALVE ON FUTURE CONNECTION TO LWD RECYCLED WATER SERVICE TABLE NO SIZE EXIST ACCT NO. CUSTOMER STD DWG 1" 8122705 CARLSBAD FUEL CORPS W-3 2" 8122800 ALBERTSONS W-4 COORDINATE TABLE NO STATION NORTHING EASTING DESCRIPTION @j 67•68.00 1976789.24 6249615.66 END CAP ASSEMBLY 0 ,0. /BEARING @ S8°53'12"E DATA TABLE R L T DESCRIPTION 384.61' "AS BUil T" P.E. ____ EXP. ____ _ REV IEWED BY: INSPECTOR DATE DATE i--1--+----------1---___j___L._L--J ~ CITY OF CARLSBAD ~ L.l!_J UTILITIES DEPARTMENT ~ MPROVEMENT PLAN FOR; PLAN & PROFILE STA 66+00.00 TO 67+68.00 LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 41204 EXPIRES: 3/31/15 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: RM I CHKD BY: DP RVWD BY: PE . PROJECT NO. 5207 I DRAWING NO. . 476-7 0 .. w ...J < u (/') ...J < z (!) -0:: 0 3 • 8 .3 EB EXIST 12" RW DI TEE, MJ X MJ -t-+-t-------- ---- CONN TO EXIST 12" ---- INSTALL 8" C900 PVC WI MJ INSTALL 12" X 8" CONCENTRIC REDUCER, MJ X MJ < INSTALL 12" C900 PVC WI MJ STA 10+00 CONNECTION 8" FLEX-TENO FORCE BALANCED FLEXIBLE EXPANSION JOINTS WITH LAYING LENGTH= 62.9" (+4"1-4") OR OWNER APPROVED EQUAL SCALE: NTS PIPE SUPPORT BRACKET AT EXIST UTILITY HANGER PLATE, TYP. SEE STRUCTURAL SHEETS - STA 64+52.09 7 --------,----,,;-\--------------------\T-r----------- lNSTALL 1" AIR AND VACUUM RELEASE VALVE ----. V-::.--\ I \ \ 8" DI 90' ELBOW WI 2" ~oss \. _ .__ \, -~- !-----OUTl;ET·IN-"V'<POSITl1N , \-,;;;--~: __ ,._,,_~-'r-'=1-_,_---1-_ ~ _ 11 8" DI SPO )L ~ Y / -rf'"-~..J---;:::::::i,!~'.':iW===========:::iJ:J'._ ________ _ APP _9XIMATE GROUND SURFACE -~ .~ ;;:/=,:1.:=;;;:?~ .. ~t~i ... J-, =-=-=~5_'_·-3="=-_==lt====---.... ~~~~~;~~~~~-7_'_-1.;;J~"===========:rllil--,:--,------- 3 FT SQ CONCRETE BLOCK /"~· -_·. -•-•~,-•.,._··--, -~· ·,_iJ. BRIDGE DECK J __ ~ I WITH STEEL REJN'FORCEMENT ____.,.,,.,,.--: ~ : 8" DI 90' ELBOW "=i- i I -------------'-I I J l ~~ I ~ I I ~ APPROXIMATE BRIDGE -I I / WINGWALL LOCATION ,-- ,._ ✓ I ', I ' ', I ', I ' ', I TOP EL 9.9 ', I ' ', I ', I ' --... --... I ', I ' --... ' I ', I ' '--... I ', I ~1- 1 I I I ~ ~ I I I I I I _I I I I I L -,---1--! I I I I ~ -t I I COMBINATION AIR VACUUM AND AIR RELEASE VALVE PER CITY STD DWG W-7 ------ SCH 80 RED BRASS NIPPLES, TYP -~ 2" BOSS ' ' ' I I CONNECTION-------_I __ _ ~-~~ CLASS 300 THREADED BALL VALVE WITH LOCKING BALL VALVE DI PIPE AIR AND VACUUM RE LEASE VALVE SCALE: NTS -PIPE SUPPORT BRACKET AT EXIST UTILITY HANGER PLATE, TYP. SEE STRUCTURAL SHEETS TOP OF BRIDGE BARRIER 2 - -8" FLEX-TENO FORCE BALANCED FLEXIBLE EXPANSION JOINTS WITH LA YING LENGTH= 62.9" (+4"1-4") OR OWNER APPROVED EQUAL STA 62+40.83 I ,-~~ I I , I ' -c-------. ---~ ~ / BRIDGE DEC< l-4'-1" -5'-311 - I )\~ -. 3 : -L ~ ·-~ .: . --..___________ 3 FT SQ CONCRETE BLOCK I -------------APPROXIMATE BRIDGE I WITH STEEL REINFORCEMENT ------: WINGWALL LOCATION ~ ,, j I y......--_,....... I / / I ,, / I ,, ,, I ,," TOP EL 5.8 / I ,, / I ,," I ,, ,, / I ,, / "AS BUil T" I ,, ,, I ,, ,, 8" DI 90' ELBOW ROTATED 45' / I ,, ,, I I ,, ,, f -j_ ---_I __ ,-, ,, I I I I I I I I 1--,--,-J P.E. ____ EXP. ____ _ REVIEWED BY: INSPECTOR I I DATE DATE BRIDGE CROSSING ~ CITY OF CARLSBAD uTI SCALE: NTS 14271 Danielson Street Poway, Ca lifornia 92064 T 858.413.2400 F 558.413.2440 www .iecorpora ti on.com l----1----t-----------------11----+--+---+---j L__Rj UTILITIES DEPARTMENT 1----1---1----------------!!-----+--+---+---j ,----1---t-------------------1!-----+---+---+---< MPROVEMENTPLAN FOR: CIVIL DETAILS LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 41204 EXPIRES: 3/31/15 DATE DATE INITIAl ENGINEER OF WORK REVIS ION DESCR IPTION DATE INITIAl DATE INITIAL OTHER APPROVAl CITY APPROVAL OWN BY: RM I PROJECT NO. ) DRAWING NO. CHKD BY: pp 5207 476-7 RVWD BY: AE ~-------'~---~ N if> w 'C u z 0 .. w ...J <( 0 (/) ...J <( z (!) 0:: 0 0 C i;: 8'-1011 I - I I I I J - 12'-0" I I I I I I I I I I - I -- 12'-0" I 12·-0· I I I I I I I I I I I I I J J J -- (EJ 187'-10" SEE NOTE 1, TYP (EJ 104 '·1 O" (E) 104'-10" ----------- 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0H 12'-011 12'-0" 12'-0" 12'-0" 1 · . I I . -, - 1 · I I I I I I I I I I w (!) Cl I I I I ci: Ill I I I I I I I I I I ..J I I I I I (.) ~TYP I I I I I --;-.V I I I I I J J J .l J J . -J 1-J J I I \_ EXIST BARRIER I I \_ EXIST EMBEDDED I I I I I I ~ I I I I I I I I I CURB & RAIL PLATE & NEW Pl PE I I I I BRACKET, TYP@ I I 12'-0" OC. SEE I I I I PLAN NOTE 1 BELOW I I I I I I I I I I I I I I I I I I I I I I I I --i-I I ---I : --T l I I I I I I I I I I I I I I I I I I I I I I I I I 1"--EXIST BRIDGE BENT, I I I I I I I I BELOW I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ EDGE Of EXIST BRIDGE BARRIER SAN MARCOS CREEK BRIDGE PLAN SCALE: 3132" ~ 1 '--0 " NOTES: 1. EXISTING EMBEDDED PLATE LOCATIONS ARE TAKEN FROM AS-BUil T DRAWINGS (DRAWING REFERENCE; COUNTY OF SAN DIEGO, CALIFORNIA, SAN MARCOS CREEK BRIDGE, BRIDGE NO. A136-B4, S.P. N0.125, SHEET 1 OF 12, AS-BUILT CONTRACT NO. 11-13 4804, DATED 3-29-72). CONTRACTOR SHALL VER/FY LOCATIONS ON SITE ANO INFORM ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING WORK . - I I I I I I I I I I -I I --I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Z 14271 Danielson Street Poway, Ca lifornia 92064 T 858.413.2400 F 858.4 13.2440 www.ie corporation.com -- 12'-0" --1 I I I I I I I I J J I I I I I I I I I I I -I I I I I I I I I I I I I I GENERAL STRUCTURAL NOTES 8'-10" A. GENERAL - -1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING WORK . 2. MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES AND REVEALS ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS. 3. STRUCTURAL DRAWINGS SHALL BE USED IN COORDINATION WITH MECHANICAL, ELECTRICAL ANO CIVIL DRAWINGS. 4. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. CL 8" DIA PIPE I PER CIVIL DWGS 1', I 8. STRUCTURALSTEEL .,. I 1 • STEEL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS ANO ' STANDARDS AS CONTAINED IN THE LATEST EDITION OF THE AISC STEEL CONSTRUCTION MANUAL, INCLUDING THE COMMENTARY ANO SUPPLEMENTS THERETO AS ISSUED. 2. ALL STEEL STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE "B". ALL STRUCTURAL BARS, PLATES ANO SHEETS INDICATED ON THE DRAWING EXCEPT CONCRETE REINFORCING BARS, SHALL BE OF STEEL MEETING ASTM ' A36 SPECIFICATIONS. ~ ... ,q-3. BOLTS SHALL CONFORM TO ASTM A-307 ANO ANCHOR SOL TS EMBEDDED IN w CONCRETE SHALL BE TYPE 316 STAINLESS STEEL. ~ 4 . ALL WELDING SHALL BE BY THE SHIELDED ARC METHOD AND SHALL CONFORM TO AWS CODE FOR ARC ANO GAS WELDING CONSTRUCTION. QUALIFICATIONS OF WELDERS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR STANDARD QUALIFICATION PROCEDURE OF THE AWS, WELDING ELECTRODE SHALL BE E70XX. UNLESS SHOWN OTHERWISE, ALL WELDS SHALL BE 1/4 INCH CL EL CAMINO REAL MINIMUM. - ~ 5. ALL STRUCTURAL STEEL SHALL BE G90 GALVANIZED IN ACCORDANCE WITH ASTMA123ANDA153. <O "' w ~ C. SPECIAL INSPECTION 1. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITHTHE CBC, ' 2010 EDITION, SECTION 1704, FOR THE FOLLOWING WORK: 0 ' A . STRUCTURAL WELDING "' "' ~ B. FIELD WELDING w C. BOLTS INSTALLED IN CONCRETE ~ D. HIGH STRENGTH BOLTING 2. SPECIAL INSPECTION SHALL BE PERFORMED BY A REGISTERED DEPUTY INSPECTOR EMPLOYED BY THE OWNER, i-.. ... "AS BUil T" DATE P.E. ____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1-----t----+--------------1----+---t---t--1 L.:!.U UTILITIES DEPARTMENT ~ f-----+----+--------------1-------t----t---t--/ 1-----t----+--------------1----+---t---+--I MPROVEMENTPlAN FOR: DATE INITIAL DATE INITIAL DATc INITIAL ENGINEER OF WORK REVISION DESCRIPTI ON OTHER APPROVAL CITY APPROVAL STRUCTURAL PLAN AND GENERAL NOTES LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 41 204 EXPIRES: 3/31/15 DATE DWN BY: I PROJECT NO. I DRAWING NO. ~:g ~~: ~~w ~ __ 5_2_07 __ ~. 476-7 ... N 0 .. UJ ...J <{ 0 en ...J <{ z -(!) -0:: 0 .3 • 0 u .3 EXIST POST & GUARD RAIL ~ EXIST BARRIER CURB EXIST EMBEDDED PL 3/8x6x6 EXIST CAST-IN-PLACE SLAB \ \ > 1 ,, EXIST PRE-STRESSED CONCSLAB, THICKNESS VARIES FROM 6" TO 1'-1 " . cl . 9 OR/LL & EPOXY GROUT, see ffi (E) 12" L ' r-------. I I I 4" EMBED 1 '-6" 4" ,__. __ 6" GAL V STL STRAP 1/8 X 1 1/2" 8" DIA DUCTILE IRON PIPE PER CIVIL DWGS 1 r 3/8" DIA A307 GAL V I/ STLBOLTES / /HSS21/2x21/2x5/16, ,/ GALV, WI END CAP .J.. .• 0 7'\ HSS 2 x 2 X 1/4, GALV r-.. 114 l/ , , \ , STRAP ~ 8 " DIA PIPE ~~ "--. rM 1 - IN cc --<-+---L 1\_ -L-@- "':+------''--------~ ' 7 // GALVHSS2x2 __// \ I ► EXIST POS T & GUARDRAIL I()°'+--,-~-< TO EXI ST PL /'--' 114 V \ EXIST CONDUIT, NO AS-BUILT INFORMATION IS AVAILABLE, CONTRACTOR TO FIELD VERIFY LOCATION \_ GALV PL 1/2 X 4" x 0'-8" WI 2-112" DIA 316 SS BOLTS, DRILL & EPOXY GROUT, EMBED 4" •· NOTES: ., DRILL& EPOXY GROUT 1. USE ROTARY PERCUSSION DRILL TO AVOID CUTTING EXISTING REINFORCING BARS. DO NOT USE CORE DRILL 2. USE HOLE DIAMETER 1/4" LARGER THAN BOLT DIAMETER. 3. THOROUGHLY CLEAN HOLE AND INSTALL BOLTS PER EPOXY GROUT MANUFACTURER'S INSTRUCTIONS. 4. GROUT SHALL BE A TWO-COMPONENT EPOXY RESIN SUITABLE FOR use IN INSTALLING DOWELS, SIMPSON STRONG-TIE EPOXY ANCHORING SYSTEM OR EQUAL, ICBO NUMBER ER-4945. 5. COORDINATE WITH UTILITY OWNER PRIOR TO MODIFICATION OR ADJUSTMENT OF EXISTING CONDUITS. TYPICAL DRILL & EPOXY GROUT ANCHOR BOLT DETAIL EB NTS "AS BUil T" P.E. ____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE DATE 1---+---+-------------+----l---+---+---i CTr:J CITtTi~X D£~~~~BAD LJTI 14271 Danielson Street Poway, California 92064 T 858.41.3.2400 F 858.41.3.2440 www.iecorporolion.com DATE INITIAL ENGINEER or WORK DATE INITIAL DATE INITIAL REVIS ION DESCRIPTION OTHER APPROVAL CITY APPROVAL MPROVEMEIIT PLAN FOR: PIPE SUPPORT SEC TIONS AND DETAILS LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 41204 EXPIRES: 3/31/15 DATE OWN BY: JEN I CHKD BY: HIW RVWD BY: SP _ PROJECT NO. 5207 I DRAWING NO. . 476-7 " 0 .. w ...I <( 0 Cl) ...I <( z (!) a:: 0 ,·. .s • 0 u .3 CITY OF OCEANSIDE HIGHWA Y NTS CITY OF VISTA PACIFIC OCEAN ♦ ROJECT SITE AVE CIT Y OF ENCINITAS VICINITY MAP NTS GENERAL SITE MANAGEMENT REQUIREMENTS: THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND): ~ ~Q I ', CITY OF J SAN MARCOS 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT _____ FROM ______ AT ______ _ 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 7. ALL GRADED AREAS MUST HAVE EROSION CONTROL PROTECTION BEST MANAGEMENT PRACTICE MEASURES PROPERLY INSTALLED. 8. ADEQUATE PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 9. ADEQUATE SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 10. ADEQUATE MEASURES TO CONTROL OFFSITE SEDIMENT TRACKING MUST BE INSTALLED ANO MAINTAINED. 11. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP WITH THAT SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. EROSION CONTROL ORA WINGS CARLSBAD MUNICIPAL WATER DISTRICT LA COSTA RECYCLED WATER PIPELINE PROJECT MARCH2014 CARLSBAD, CALIFORNIA RAINY SEASON SITE MANAGEMENT REQUIREMENTS (OCTOBER 1 -APRIL 30): THE FOLLOWING RAINY SEASON SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE RAINY SEASON DEFINED AS BEGINNING ON OCTOBER 1 OF ANY YEAR AND EXTENDING THROUGH APRIL 30rtt OF THE FOLLOWING YEAR: 1. EROSION CONTROL, PERIMETER PROTECTION AND SEDIMENT CONTROL BEST MANAGEMETN PRACTICE MEASURES MUST BE UPGRADED IF NECESSARY TO PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING THE RAINY SEASON. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON. THESE BEST MANAGEMENT PRACTICE MEASURES MUST BE MAINTAINED THROUGHOUT THE RAINY SEASON. IF A SELECTED BEST MANAGEMENT PRACTICE MEASURE FAILS, IT MUST BE REPAIRED ANO IMPROVED, OR REPLACED WITH AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BEST MANAGEMENT PRACTICE MEASURE INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REPLACEMENTS MUST THEREFORE PUT A MORE ROBUST BEST MANAGEMENT PRACTICE MEASURE IN PLACE. 4. ALL VEGETATION EROSION CONTROL MUST BE ESTABLISHED PRIOR TO THE RAINY SEASON TO BE CONSIDERED AS A BEST MANAGEMENT PRACTICE MEASURE. 5. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MEASURES PRIOR TO A PREDICTED RAINSTORM. 6. A DISTURBED AREA THAT IS NOT COMPLETED BUT THAT IS NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION JF LEFT FOR 10 OR MORE DAYS. THE ABILITY TO DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURE MATERIALS IS NOT SUFFICIENT FOR THESE AREAS. BEST MANAGEMENT PRACTICE MEASURES MUST ACTUALLY BE DEPLOYED. SPECIAL SITE SPECIFIC REQUIREMENTS: 1. VEHICLES AND EQUIPMENT SHALL BE SENT OFFS I TE FOR CLEANING, FUELING AND I OR MAINTENANCE. DESCRIPTION OF WORK: CONSTRUCTION OF A B" PVC RECYCLED WATER PIPELINE, 8" DIP RECYCLED WATER PIPELINES AND APPURTENANCES, SERVICES, TRENCH RESURFACING, SITE RESTORATION, AND ALL OTHER INCIDENTAL WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS ESTIMATED AMOUNT OF SOIL DISTURBANCE: 0.42 AC; < 1.0 ACRE, WASTE DISCHARGER IDENTIFICATION (WDID) NUMBER NOT APPLICABLE SOIL CONDITIONS; ALLUVIAL, SIL TY SAND, CLAYEY SAND AND SANDY CLAY AVIARA PARKW Y ALGA ROAD ~ 0 BATIQ UITO S LAGOO N LA COSTA RESORT AN O SPA PROJECT LOCATION 4...,)lf ~ 1 .,,RCOS CREEK ~ ' '.L-.L'-"-' st,..t-1 "'" r l,·, ---..._...::.:....--________ _.,.. --- LEGEND: 0 142+00 LA CO STA AVE NS-3 SE-7 SE-10 LOCATION MAP NTS PAVING AND GRINDING OPERATIONS/ STREET SWEEPING AND VACUUMING STORM DRAIN INLET PROTECTION, TYPE 3 PROPOSED PIPELINE NS-2 DEWATERING OPERATIONS BENCHMARK THE ELEVATION BENCHMARK FOR THIS PROJECT rs THE NGVO "AS BUILT" P.E. ____ EXP . ____ _ 29 ELEVATION OF A BRASS DISC SET IN A STREET SURVEY REVIEWED BY: MONUMENT AT THE CENTERLINE INTERSECTION OF EL CAMINO REAL ANO COSTA DEL MAR ROAD NGVO 29 ELEVATION= 13.84 FEET TO CONVERT TO THE NAVO 88 DATUM, ADO 2.16, (16.00 FEET) INSPECTOR DATE DATE WATERSHED BASIN: BATIQUITOS LAGOON CWA SECTION 303D LISTED WATER BODY: l--i-----1-----------1----l---.l----+--I ~5 CITY OF CARLSBAD I SHEETS I ~ UTILITIES DEPARTMENT 21 :;M:;:PR::;:O;::VE::;:M~EN,.;;T;:;P=LAN::::::FO=:R=:: ==:=::::::::==:::::::::==::::::::===-'===::; SAN MARCOS CREEK CONSTRUCTION THREAT STORM WATER QUALITY RA TING: HIGH 14271 Danielson Street Poway, Ca lifornia 92064 T 858.413.2400 F 858.413.2440 www .iecorporation .com on:ss c, L to No. C40654 p. 3~31-20 1 C'/V\\. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVIS ION DESCRIPTION OTHER APPROVAL CITY APPROVAL EROSION CONTROL ORA WINGS TITLE SHEET LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 4 1204 EXPIRES: 3 3 1 15 DATE OWN BY: RM CHKD BY: RI RVWD BY: AE PROJECT NO. 5207 I DRAWING NO. 476-7 0 .. w ...J < 0 (/) ...J < z -(!) a::: 0 .,. 0 N '-0 N ;;;- 0 a C G: 0 <O ; N "' 0 s J 0 I I ALGA RD 12" C900 PVC RW, TYP EL CAMINO REAL EL CAMINO REAL STORM DRAIN INLET PROTECTION (SE-10, TYPE 3) ~ 14271 Dan ielson Street Poway, California 92064 T 858.413.2400 F 858.413.2440 www.iecorporalion.com NOTE: 1. CONSTRUCTION STAGING OR STORAGE WITHIN THE PUBLIC RIGHT-OF-WAY IS PROHIBITED. OFF-SITE STAGING ANO STORAGE AREAS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE WITH SECTION 3, TRACKING CONTROL AND SECTION 4, NON-STORM WATER MANAGEMENT ANO WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BEST MANAGEMENT PRACTICES AT THE CONSTRUCTION SITE OR OFF-SITE MATERIAL STORAGE OR STAGING AREAS WHERE OETERMINEO NECESSARY ANO FEASIBLE BY THE CITY ENGINEER. ~ STORM DRAIN INLET PROTECTION (SE-10, TYPE 3) SCALE: 1 "=40' "AS BUil T" DATE P.E. _____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I l---\--..+-----------------1---+--t----t-----i L.._ltj_J UTIUTIES DEPARTMENT 21 l---l---+-----------------1---+--t---~--I OATE IN1T!AL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVIS ION DESCR IPTION OTHER APPROVAL CITY APPROVAL MPROVEMENT PiAN FOR: EROSION CONTROL ORA WINGS STA 10+00.00 TO 26+00.00 LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 41204 OWN BY: RM CHKD BY: RI RVWD BY: AE EXPIRES: 3 31 15 DATE PROJECT NO. 5207 I DRAWING NO. . 476-7 N 0 w ...J <i (.) en ...J <i z C) a:: 0 " 0 00 ----0 00 ----,,, 0 0 C G: 0 0 • 0 0 + (0 C\I z ";- 0 (.) -C!) ~~ I-C (J'J . WW z~ -..J :t g <( :i: 0 0 • 0 0 + ~ CV) zw 0 ::> -o t-m ~ <( (J'J w WW z (J'J -..J :t (.) I- <( :E 12" C900 PVC RW, TYP .--· CAN. ------- -,e,,='~--o'__,-I' X i X i ~' !F ~if X '/. I I EL CAMINO REAL ROW(TYP) EL CAMINO REAL ESTRELLA DE MAR ROAD Asphalt Rd ROW(TYP) k~ -~--SCALE: 1 "=40' -SCALE: 1 "=40' NOTE: 1. CONSTRUCTION STAGING OR STORAGE WITHIN THE PUBLIC RIGHT-OF-WAY IS PROHIBITED. OFF-SITE STAGING AND STORAGE AREAS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE WITH SECTION 3, TRACKING CONTROL AND SECTION 4, NON-STORM WATER MANAGEMENT ANO WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BEST MANAGEMENT PRACTICES AT THE CONSTRUCTION SITE OR OFF-SITE MATERIAL STORAGE OR STAGING AREAS WHERE DETERMINED NECESSARY ANO FEASIBLE BY THE CITY ENGINEER. "AS BUil T" P.E. ____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE DATE 1-==i===t===================t===+==~==~~=~ ~ CITY OF CARLSBAD \ sH21s \ I-LJ.i._J UTILITIES DEPARTMENT MPROVEMEI[( PIAN FOR: EROSION CONTROL DRAWINGS STA 26+00.00 TO 42+00.00 ,-------------------,.,,~~=-~--7 l --+--+---------------t-----j--t---i--1 1 =~LA~C~0S~T.;;_i\~R~EC~Y~CL~E~D~W,~i\=TE=R=P=IP=EL:::IN=E=P==R0=J=E==CT=='7 UJl I f t t orEss, ~ -.J ,0 , r,q~ .r,l.}~0 ~r.~ s ~ GLEN VAN PESKI 14271 Danielson Street Poway, California 92064 T 858.413.2400 F 858.413.2440 www.i ecorporation.com ~ "L m m o. C40654 co . j-31-2015 * C!V\'- OF C~\. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE IN ITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CITY ENGINEER PE 41204 EXPIRES: 3 31 15 DATE DWN BY: RM CHKO BY: Bl RVWD BY: AE PROJECT NO. 5207 I DRAWING NO. . 476-7 N 0 .. w ..J ~ 0 (/) ..J ~ z -C) er: 0 0 0 • 0 0 + 0 LO z 0 -I- ~ V) LU z " ---' " " ::c 0 (.) N ' I-0 N <( ' ,,, :e 0 ~ , ·o a: Q. " "' a: N / 0 0 <3 / C ~ -~ • 0 " ~ J Q. " a: 0 ~ C 0 u 0 J -~ "' 0 0 / oi "' 0 0 ~ J a: .. u / 1) 0 • ·o a Q. ;'. Q. 12" C900 PVC RW, TYP EL CAMINO REAL w > 0 cc <( LU w V) EL CAMINO REAL SCALE: 1 "=40' 0 0 . 0 c:, + 16 <: 0 ,_ i=: u. UJ ;! ...J Cl) UJ UJ UJ ~ Cl') --.I l: ~ ~ SCALE: 1 "=40' ROW(TYP) SCALE: 1 "=40' EL CAMINO REAL NOTE: 1. CONSTRUCTION STAGING OR STORAGE WITHIN THE PUBLIC RIGHT-OF-WAY IS PROHIBITED. OFF-SITE STAGING AND STORAGE AREAS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE WITH SECTION 3, TRACKING CONTROL AND SECTION 4, NON-STORM WATER MANAGEMENT AND WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BEST MANAGEMENT PRACTICES AT THE CONSTRUCTION SITE OR OFF-SITE MATERIAL STORAGE OR STAGING AREAS WHERE DETERMINED NECESSARY AND FEASIBLE BY THE CITY ENGINEER. "AS BUil T" P.E. ____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE DATE STORM DRAIN INLET PROTECTION {SE-10, TYPE 3) ~ 1---1------lf.------------l---+---l----l--l ~ CITY OF CARLSBAD I SHEETS I ~ UTILITIES DEPARTMENT 21 14271 Danielson Street Poway, Cal ifornia 92064 T 858.413.2400 F 858.413.2440 www .iecorparation.com 'lo; . C40654 <;;: 3-31-2015 * IV I \, cM.1 DATE INITIAL ENGINEER OF WORK DATE INITLl\l DATE INITLI\L REVISION DESCRIPTION OTH£R APPROVAL CITY APPROVAL MPROVEMENT PLAN FOR: EROSION CONTROL DRAWINGS STA 42+00.00 TO 58+00.00 LA COSTA RECYCLED WATER PIPELINE PROJECT GLEN VAN PESKI CITY ENGINEER PE 41204 EXPIRES: 3 31 15 DATE DWN BY: RM CHKD BY: RI RVWD BY: AE PROJECT NO . 5207 I DRAWING NO. . 476-7 N "' 4' "' u ,; 0 w ...J <( 0 Cl) ...J <( z (!) 0:: 0 " 0 N '-0 N '-"' 0 i u 3 0 0 . 0 0 + ~ 2!: <'? 0 (.) -,_ C!) ~~ VJ 0 UJ UJ 2!: UJ -(() ..J :c ~ ~ 8" C900 PVC RW 8" DIP RW EL CAMINO REAL 8" C900 PVC RW COSTA DEL MAR SCALE: 1 "=40' • • --------· ---... -·---. --. - ---- "-----SILT FENCE (SE-1) ----SAN MARCOS CREEK 8" C900 PVC RW SCALE: 1 "=40' NOTE: 1. CONSTRUCTION STAGING OR STORAGE WITHIN THE PUBLIC RIGHT-OF-WAY IS PROHIBITED. OFF-SITE STAGING AND STORAGE AREAS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE WITH SECTION 3, TRACKING CONTROL AND SECTION 4, NON-STORM WATER MANAGEMENT AND WASTE MANAGEMENT ANO MATERIALS POLLUTION CONTROL BEST MANAGEMENT PRACTICES AT THE CONSTRUCTION SITE OR OFF-SITE MATERIAL STORAGE OR STAGING AREAS WHERE DETERMINED NECESSARY ANO FEASIBLE BY THE CITY ENGINEER. "AS BUil T" P.E. ____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE DATE ,~-i---i------------+--+---1--------J-----1 ~ CITY OF CARLS BAD ~ L..lU UTILITIES DEPARTMENT ~ 1---;---t-----------------l-----l-----f---l----l MPROVEMENTPWI FOR: ,-----------------:.-:,-::~~----, ,----i----+--------------+---1-----~---l---1 Ill lnfr.g~tr,~~t!-!r~ EROSION CONTROL DRAWINGS STA 66+00.00 TO 67+68.00 14271 Danielson Street Poway, Ca lifornia 92064 T 858.413.2400 F 858.4 I 3.2440 www.iecorporation.com DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVIS ION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL LA COSTA RECYCLED WA TER PIPELINE PROJECT GLEN VAN PESKI Cl1Y ENGINEER PE 41204 EXPIRES: 3 31 15 DATE OWN BY: RM CHKD BY: RI RVWD BY : AE PROJ ECT NO. 5207 I DRAWING NO. . 476-7 B a: u z 0 .. w .J 4: u Cl) .J 4: z -(!) -~ 0 . . . . •. B.V.C. I 5&·•50. 00 1 ELEV. 14.02 R.C.=0.55% PER STA. I . JOO' V.C. Pfl~ 'IIP E~EVnr 1011s SPECIFIED TIP AJIUT. 1 -:io• BEIIT 2 -JO' BENT } -}0' !1£11f 4 -}5' ~Ettl s -}5 I ABUT. l, -}~• IHIVT 1 0RIIJEH COIIC . PILES Lfi {115 TOHS)CLA.SS Zf SPECIFIED I I (SEE A!IOVF T Ai!LE fOR TIP fLCYAilOUS) II.I!. 156+5b.08 ~LEV. 15.tt· •!if i El CAJl\lllO REJ\L RAIL TYPE l FLARE L • 48 -6 T • 48. 39' W• 3' R • 2261 EST HIA!fO -)5' -J5' -}5' -40' -40 1 -40 1 1 1/2 I I [I~ I l I l 1 1/2: 1 $LOPE TYPICAL 11 UNDER BRIDGE & FOR CHAN~EL PROJECilON 12 1-011 12 1-011 ----------- APPROX. EX 1ST ING GROUND LI HE i: I l 159-100 BENT ;1 -- '"" lU w "' u V) 0 u "' ~ :a: d "' E.V .C. 159,50.00 ELEV. IQ.98 PROI' I LE GRADE No Scale ft. CHAtltlEL 1rfLEV . 2. 50 I l I I I I I 6£111 4 l BRIDGE 159+50.00 ELEV. 1-.,.:'18 /5. l'l !:I ..... __ PLAN ---....__ _·0.51¾ _____ .·-·------;:·~~-~~-;·-·-· ---------~;~~~--~-----j" :.:~ING NOTCH J7 1-4" I 37•-2" ----t---o•-9 .. ELEVATIOtl Scale 1''•10 1 -0• lbOtOO I i I I I I RAIL TYPE 9-11 RAIL TYPE9-IIA ---~7r.E:-IT~ORNER ,-------..,,,... j Uf/lT 5 ! 1 I /2 I I I - APPROX. n. s. 1 soo -1 u e· 47' 11 11 1-1 12'-D" I _,.,,..-ABIJT 6 -Ir-/ 'rr . \ 11 "--._ I I . LI NE ·-·-------R~CK SLOPE PROlECT I ON 1 /4 TOfl MET HOO 11 B11 BOTH ENOS NOTE: FOR CIIANtlEL EXCIIVAT ION & ROCK SLOPE PRO I ECT I ON OCTA I LS & QUANT I TI ES 12 1 -011 SEE SHT. 18 OF OF ROAO COtlST. PLAJIS. E.El. lb0+4J .;J2 ELEV. 14 :-S.1'- .8 / 0 I 0 0 l 2, 0 I '" "' RAil TYPE I FLARE L = 88 -6 T•8~.n• ,W=8 , • R , 170 CONTRACT NO. ll;/2 ,1 - '• COUNTY OF SAN DIEGO, CALIFORNIA SAN MARCOS CREEK BRIDGE on El Comlno Real BridgeNtAl3B-B4 F 1411.10001 $.P.12 !i GENERAL PLAH Gheet-Lor -1l. Sheol• scale: Ho•-A, Shwo v,,t. W.0,# 3-2084 f.11,# Rocommond<d by: Approved by: COORDIHATE fllOEX Const,, Comp!. Ollle No. Oescrl Uon Cons!r. CompL o~· Datnt? ·I, .. 42 DatJl4l·l&-4.f' M.Bulll Rev REVISJOrts B INDEX TO PLANS TllLE GEIIERAL PLAH TiPICAL SECTION & GRID GRADES f OUtlDJIT I Dtl PlAtl A!IUTME!H DETAILS BENT DETAILS DECK Ut!IT DETAILS E. NO. 1 ' 2. J. 4. 5. I,. 7. fj. 9. 10. 11. BRIDGE APPROACt Glf~ ~)rllf <f BRIDGE A?PROACHPouA b A.a!1..Mo TYPE 6 DETAILS l l!ARRIER Rilll.lNu -TYPE 9-1! 1 2. OARRIER RAILING DETAILS CONCRETE PILES DETAILS LOG or TEST UDRINGS tlOiE: f OR BRIDGE DRAIIIAOE S~E ROA[) PLAHS Scafe 1"=10 1 -011 ---....:,,._..J., UTILITY HANGER PLA TES CAST Ill RAILING ' 0 0 I Structnral Dutollo Qboc,1vd l!y C' /"y,, t(/ R•n!u""d Jl1/__J}£.CK. a!O~A' ~;:-:.4~1, BOTH SIDES, SEE DETAILS "TYPICAL SECTION & GlllD GRADES" SHEET 2. TOTAL 34 PLAiES REQ'D. f 1411 . fOOUI Et CAIi! HO REAL SHEET OF l 1319 · 134801 R.S. !000·1 Approval Y.ue:>-.!:lOr.~o~ SAil MARCOS CRHK BRIO~£ A IJS•B4 SHEET I OF 12 S.1. HO. 125 I i l \ 1 ltt.ctll10N .. '"? 1 ~ i?12 ,. -. '• ,. . , .•. ··--·-----·. --------·· 9b'-O" ----------•------•-••-••••-••n••---------•-• •----~ ----------- ' l'-D"-~ --~---·-·--· . .'!.!~::Q!~-·----------·----·-61 -0 11 q7•-0" -BARR I ER RAIL Ill() TYPE 1-11 ~ i'RESTR£SSED SLAB Utll 15 " -, ' t t 1-6" r MIN. -2 % ' ,.,,-•. -_..·.•.•·' :...-. •~•; r / / / / ,k.', ,, ' "\, ' '< I I l__ I I I 2 12 ri . L w L.J ~ q~ r \~,;c -~~';(-'i;i ~i-I) \; '~ ~f,j ...... 1: • , 'tr . 'tr' ,._,. •>· "". ...t • . , .._ .,, . .... .... ~ <i. EL CAMINO REAL ~ Na• 47' 1!" W 159+00 i AllUT. 1 q_ BEllT 2 ~~~ ~ ~"' ~~ -:i\ti ,4~,/4 ' t ·0 . ( ' .,, . .;!'. ~-• • .;t' .,.. ..,, ...t .... • r-CAST-IN-Pll\CE SLAB - ~OFILE J\OE I I I , . '-': __,,, ..... EDGE OF DECK ~ ~11),t '!l:.i, \ ~-f • • -! • • •-: .,,.. ._ ,,. .... EX?AHSION /Jii""INT " I """ ~ .,: .... I '- TYPICAL SECTIOH ~:,,r~ Scal1< 111 = 5 -0 ft °' \~ ,':!. \ , . ------ -2 %--- I I I ...., - ~ ~3/; 'i , . 'l BENT :, q_ BRIDGE Ii_ BENT II ff. BENT S I ~~ k~ ~ \~ '~ \1 . Ill) ,-?, 11 1J ~t} ~ \~'. {-:,. ~·;;-~-~ \ :I. . \ . EDGE OF OECK GRIO GRADES ~cale! 1"=101-011 -...... _ ~ ~ COUNTY OF SA/I DIEGO, CALIFORNIA SAN MARCOS CREEK BRIDGE on · El Camino. Rt11I Bridge NllAl3B-B4 f 1411.10001 S.P.125 ----·----~--~------------. HPICAL SECllOII Z GRJO GRADES ..• ·--··---·----·-----··-·-·-~ f I ' Shtal _Lor .!.L.·sheet, Seo!&: Hor. 1"•10'·0" Ve,L Constr. Cornpl. Oa I ---.., ~ ~ . I I •• II' ••••• , I',, ... • I# V / / ,, / / l , '-, ',"'-'--X ,,.,) 2 ~ 12 -'-: ..... NOTE: 3 OIJTBOJ\RD PI LES EACfl ENO BATTERED 2:1Z REMAINING PILES VERT I CAL. ~ ~ \ . G.. A8UT ~I, ~ :.."). ...., . "- H,0•50 • 0 I -I • 0 I 0 I 1ri,r;,f, = ....,. '?' "' .._ -,. I ~ . I BAHR I ER RA I LI tlG YPE 9-11 r Recommerldod by, J p OiteJl ""/ 1. • '«1 Dat,IZ::r'.,jt ·4P Approvod by: ...__SEE RIIILHIG DE"IAII. COORDltlATE: INDEX Till$ SHEE.T NOTE: RAILING O[TAIL Scale: 111 = ·1 '-011 DESIGN IL Conslr. Compl. Dole A, BuUl R1•1 RE.VISIONS Ho. O.scrl lion B A ro,od Data i ( / • "' ...--'--t-.1Sx 11-411 tOT. 2 t EA.' PLATE STEEL HAIIGtR 'PlATES-FO~-.., turURE UTILITY CbHNECTJON. SEE DETAIL 1'All. LOCATIONS SHOI-JH ON "GENERAL PLA!-111 SHEET n ------ i/4 REBAR_.- .__ b"xb 11 x3/8" PlATE I.OCJITION FOR 2-,s (CiALV. AFTER FA!IRICATIOtl). OETAll 11A11 No ·Scale GEWERAI. MOTES A.A.S.H.O: (19o5) LI VE LOAD I IIG REINFORCED COlfCRETE H S 20-44 AND ALfERf~AT J!/E' f5 = 20,000 l'.S.I. ff=10 f = 1,200 P:S. I. PILE LOADING 45 fOIIS ELE'/ATIOUS. ARE FIGURED fRO ►I G. BRIDGE AT 10'. INT ERVALS. THESE ELEVAT I otiS 6~ructu,ol ?lota1la ~boo4<Jd By(;'/ J/;;,)/ Uo•l•••d ,/.11), /!Get: ARE IH, TOP or DEC_K. b WG-004 -2-- 1 ro1e-r34so1 fl41l.t000I EL CA~IHO REAL R. S 1800-·I OF . SAN MARCOS CHEEK 8RIOGE AllB-84 MEET" • Of l S.P. JO. I 5 . . . ' , .