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CC Resolution No. 19-011 Accepting the City of Cupertino Storm Drain Master Plan dated September 2018RESOLUTION NO. 19-011 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CUPERTINO ACCEPTING THE CITY OF CUPERTINO STORM DRAIN MASTER PLAN DATED SEPTEMBER 2018 WHEREAS, the City of Cupertino operates and maintains a storm drain system that serves the City of Cupertino; and WHEREAS, upgrades to the storm drain system are necessary to alleviate localized flooding and ongoing operational and maintenance needs; and WHEREAS, the City of Cupertino has utilized recommendations set forth by the City of Cupertino Storm Drainage System Master Plan, dated March 1993; and WHEREAS, the City desires to update the Storm Drain Master Plan in order to take into account improvements made to the system since acceptance of the City of Cupertino Storm Drainage System Master Plan, dated March 1993, and to incorporate more advanced software in the preparation of the hydraulic models; and WHEREAS, the City of Cupertino retained Schaff & Wheeler Consulting Civil Engineers, a registered professional engineer certified by the State of California, to prepare the City of Cupertino Storm Drain Master Plan, dated September 2018; and WHEREAS, the Storm Drain Master Plan, prepared by Schaaf & Wheeler Consulting Civil Engineers, describes and prioritizes capital improvement projects necessary to maintain and improve the storm drain collection system operated by the City in a manner consistent with industry standards; WHEREAS, acceptance of the Storm Drain Master Plan is statutorily exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15262 of the Guidelines for CEQA. NOW, THEREFORE, BE IT RESOLVED, that the City of Cupertino accepts the Storm Drain Master Plan, dated September 2018, attached hereto. CC Resolution No. 19-011 Page2 PASSED AND ADOPTED at a regular meeting of the City Council of the City of Cupertino this 15 1h day of January 2019, by the following vote: AYES: NOES: ABSENT: ABSTAIN: ATTEST: Members of the City Council Scharf, Chao, Paul, Sinks, Willey None None None APPROVED: Grace Schmidt, City Clerk Steven Scharf, Mayor, City of Cupertino -2- City of Cupertino Storm Drain Master Plan Final Report by Schaaf & Wheeler CONSULTING CIVIL ENGINEERS September 2018 THIS PAGE INTENTIONALLY BLANK September, 2018 i Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Table of Contents Executive Summary .................................................................................................................................. ES-1 Study Objectives ................................................................................................................................................. ES-1 Background ........................................................................................................................................................ ES-1 Work Products .................................................................................................................................................... ES-1 System Evaluation .............................................................................................................................................. ES-2 Capital Improvement Program ........................................................................................................................... ES-2 Future Development .......................................................................................................................................... ES-3 Conclusion .......................................................................................................................................................... ES-3 Chapter 1. Master Plan Area Characteristics .......................................................................................... 1-1 1.1. Overview .............................................................................................................................................. 1-1 1.2. Setting .................................................................................................................................................. 1-1 1.3. Climate ................................................................................................................................................. 1-1 1.4. Flood Protection Facilities .................................................................................................................... 1-2 1.5. History of Flooding within Cupertino ................................................................................................... 1-2 1.6. Regional Storm Water Coordination .................................................................................................... 1-3 1.7. Recent Flood Protection Measures ...................................................................................................... 1-3 1.8. Master Plan Process ............................................................................................................................. 1-4 1.9. References ............................................................................................................................................ 1-4 Chapter 2. Data ..................................................................................................................................... 2-1 2.1. Data Sources ......................................................................................................................................... 2-1 2.1.1. Topography and Aerial Imagery .................................................................................................................. 2-1 2.1.2. GIS Data ....................................................................................................................................................... 2-1 2.1.3. System Ownership ...................................................................................................................................... 2-1 2.1.4. Pump Stations ............................................................................................................................................. 2-2 2.1.5. Field Measurements and Record Drawings ................................................................................................ 2-2 2.1.6. Catchments ................................................................................................................................................. 2-2 2.2. Land Use Data and Runoff Characteristics ........................................................................................... 2-2 2.2.1. Land Use ...................................................................................................................................................... 2-2 2.2.2. Future Land Use .......................................................................................................................................... 2-6 2.2.3. Percent Impervious Surface ........................................................................................................................ 2-6 2.2.4. Soil Classification ......................................................................................................................................... 2-7 2.2.5. Runoff Curve Numbers ................................................................................................................................ 2-9 2.3. Data Quality .......................................................................................................................................... 2-9 2.3.1. Modeled Data Assumptions ........................................................................................................................ 2-9 2.4. Future Use of Models ......................................................................................................................... 2-10 Chapter 3. Master Planning Methodology ............................................................................................. 3-1 3.1. Overview .............................................................................................................................................. 3-1 3.2. Evaluation Criteria ................................................................................................................................ 3-1 3.3. Modeling Software ............................................................................................................................... 3-2 3.3.1. Operation .................................................................................................................................................... 3-2 3.3.2. Input and Output ........................................................................................................................................ 3-3 Cupertino Storm Drain Master Plan Table of Contents September, 2018 ii Schaaf & Wheeler CONSULTING CIVIL ENGINEERS 3.4. Hydrologic Calculations ........................................................................................................................ 3-5 3.4.1. Mean Annual Precipitation ......................................................................................................................... 3-5 3.4.2. Rainfall Depth and Pattern .......................................................................................................................... 3-6 3.5. Catchment Data ................................................................................................................................... 3-8 3.5.1. Unit Hydrograph .......................................................................................................................................... 3-8 3.5.2. NRCS Curve Number ................................................................................................................................... 3-8 3.5.3. Basin Lag ...................................................................................................................................................... 3-9 3.6. Model Calculations ............................................................................................................................... 3-9 3.6.1. Links .......................................................................................................................................................... 3-10 3.6.2. Junction Losses .......................................................................................................................................... 3-10 3.6.3. Outlet Boundary Conditions ...................................................................................................................... 3-10 3.6.4. Limits of SCVWD Jurisdiction .................................................................................................................... 3-11 Chapter 4. Evaluation of Storm Drain Systems ....................................................................................... 4-1 4.1. Overview .............................................................................................................................................. 4-1 4.2. Evaluation of Storm Drain Capacity ..................................................................................................... 4-1 4.2.1. Design Criteria ............................................................................................................................................. 4-2 4.3. Prioritizing Deficiencies and Needed Capital Improvements ............................................................... 4-3 4.4. Cupertino System Evaluation ............................................................................................................... 4-3 4.4.1. Identified Deficiencies ................................................................................................................................. 4-3 4.4.2. Known Problem Areas ................................................................................................................................. 4-4 4.4.3. Prioritized Improvements ........................................................................................................................... 4-4 Chapter 5. Capital Improvement Plan .................................................................................................... 5-1 5.1. Overview .............................................................................................................................................. 5-1 5.2. Capital Improvements Priorities .......................................................................................................... 5-1 5.3. Open Trench Improvements ................................................................................................................ 5-1 5.4. Trenchless Improvements .................................................................................................................... 5-2 5.5. Cost Basis for Improvements ............................................................................................................... 5-2 5.6. Capital Improvement Program ............................................................................................................. 5-3 5.6.1. Storm Drain Improvement CIP .................................................................................................................... 5-3 5.7. Green Infrastructure ............................................................................................................................ 5-6 5.8. Summary of Findings ............................................................................................................................ 5-7 Chapter 6. Financial Analysis and Funding Strategies ............................................................................. 6-1 6.1. Summary of Findings ............................................................................................................................ 6-1 6.2. Introduction ......................................................................................................................................... 6-2 6.3. Potential Revenue Sources................................................................................................................... 6-2 6.3.1. Property-Related Fee .................................................................................................................................. 6-2 6.3.2. Special Tax ................................................................................................................................................... 6-2 6.4. Other Sources of Revenue ................................................................................................................... 6-3 6.4.1. Development Impact Fees .......................................................................................................................... 6-3 6.4.2. Regulatory Fees ........................................................................................................................................... 6-3 6.4.3. Benefit-Assessment District ........................................................................................................................ 6-4 Cupertino Storm Drain Master Plan Table of Contents September, 2018 iii Schaaf & Wheeler CONSULTING CIVIL ENGINEERS List of Figures Figure 1-1: Existing Cupertino Drainage System .................................................................................................. 1-2 Figure 1-2: Elm Court Flooding and Storm Drain Structures in Cupertino ........................................................... 1-3 Figure 2-1: Cupertino Zoning Map ....................................................................................................................... 2-4 Figure 2-2: Existing Land Use Map ....................................................................................................................... 2-5 Figure 2-3: NRCS Soil Classification in Study Area and Immediate Vicinity ......................................................... 2-8 Figure 3-1: 24-hour Design Storm from County Drainage Manual ...................................................................... 3-1 Figure 3-2: Cupertino Storm Drain System Catchments ...................................................................................... 3-4 Figure 3-3: SCVWD Mean Annual Precipitation Map ........................................................................................... 3-6 Figure 3-4: 10-year MAP 16 and MAP 24 Rainfall Patterns (inches) .................................................................... 3-8 Figure 3-5: Santa Clara Valley Water District Watersheds and Creeks .............................................................. 3-11 Figure 4-1: Drainage Areas and Existing Storm Drain Pipe System ...................................................................... 4-2 Figure 5-1: Storm Drain CIP Summary Chart ........................................................................................................ 5-3 List of Tables Table ES-1: Storm Facility CIP Summary ............................................................................................................ ES-2 Table 2-2: Percent Impervious Surface Comparison and Assumed Model Values .............................................. 2-6 Table 3-2: MAP Patterns Applied to Model Catchments ..................................................................................... 3-7 Table 3-3: MAP 15 24-Hour Rainfall Pattern (From Drainage Manual) ............................................................... 3-7 Table 5-2: Storm Drain Replacement Unit Costs .................................................................................................. 5-3 Table 5-3: CIP Projects for the City of Cupertino ................................................................................................. 5-4 List of Appendices Appendix A. Existing System Results Appendix B. Proposed Citywide Storm Drain CIPs Appendix C. Detailed Cost Estimate Summary Appendix D. Capital Improvement Program Project Sheets Cupertino Storm Drain Master Plan Table of Contents September, 2018 iv Schaaf & Wheeler CONSULTING CIVIL ENGINEERS List of Abbreviations BCDC Bay Area Conservation and Development Commission CAD Computer-aided Design CEQA California Environmental Quality Act CFS cubic feet per second CGP Construction General Permit CIP capital improvement program CMP corrugated metal pipe DHI Danish Hydraulic Institute FT feet GIS geographic information system HGL hydraulic grade line LID low impact development LiDAR Light Detection and Ranging MAP mean annual precipitation MRP Municipal Regional Permit MU MIKE URBAN NAVD North American Veridical Datum of 1988 NLCD National Land Cover Dataset RCP reinforced concrete pipe ROW Right of Way RWCQB Regional Water Quality Control Board S&W Schaaf & Wheeler SCVURPPP Santa Clara Valley Urban Runoff Pollution Prevention Program SCVWD Santa Clara Valley Water District SDMP storm drain master plan SQ.MI square mile September, 2018 ES-1 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Executive Summary This storm drain master plan (SDMP) establishes a prioritized capital improvement program to reduce the risk of flooding within the City of Cupertino (City). The identified storm drain system improvement projects are intended to provide 10-year (10% annual exceedance) storm conveyance throughout the City. Study Objectives The basic objective of this master plan document is to provide an examination of the flood risks within the City limits and recommend actions necessary to accomplish appropriate levels of service for storm drain systems owned by the City so as to appropriately manage flood risks. Several tasks have been undertaken and completed as part of this study: • Conversion of CAD-based storm drain maps to geographic information systems (GIS) data • Collection of field data to build an existing conditions model of the storm drainage network • Use of Santa Clara Valley Water District hydraulic models to develop coincident boundary conditions for the major drainage ways into which storm drains outfall • Assessment of the performance of existing storm drainage systems • Identification of capital improvements to reduce flood risk • Prioritization of capital improvements for risk reduction and cost benefit • Establishment of a prioritized Capital Improvement Program (CIP) for storm drainage • Estimation of project costs for the prioritized CIP based on current ENR indices In accordance with California Environmental Quality Act (CEQA) Guidelines, Section 15262 (Statutory Exemptions), this SDMP is considered a planning study and therefor adoption of this document is exempt from the requirements to prepare Environmental Impact Reports (EIR) or Negative Declarations (ND). However, CEQA must be satisfied for any major capital improvement project described in this report that may be implemented by the City in the future through the preparation of an appropriate EIR or ND. Background The City’s storm drainage system consists of storm drain pipes with outfalls to creeks. In some instances, for example along Regnart Creek, the creeks are routed through underground culverts. The majority of the City’s system has capacity for smaller storms; however, portions of the system lack the capacity necessary to meet the 10-year design standard. Some known, recurring problem areas have been identified by City staff. The majority of the system performs well in a 10-year storm with most flooding confined to the streets. Cupertino generally drains in a southwest to northeast direction from the Santa Cruz Mountains toward San Francisco Bay. The natural channels to which storm drain systems discharge are generally deeply incised. Work Products This master plan is intended to function as a multipurpose storm drain system resource guide for the City’s staff and residents. City engineers responsible for the storm drain capital improvements should find sufficient background information and data in this document to serve as the basis for storm drainage Capital Cupertino Storm Drain Master Plan Executive Summary September, 2018 ES-2 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Improvement Program (CIP) implementation and/or modification. Improvement descriptions, maps, project costs, and other modeling data have been included in the appendices of this report. System Evaluation A MIKE URBAN rainfall-runoff model has been developed for the City which contains the portions of the overall storm drainage pipe and channel system that provide essential conveyance capacity for storm runoff. Detailed review, field investigations, analysis, and modeling of the area’s storm drainage system lead to several conclusions. These conclusions have been utilized to recommend improvements to the system intended to reduce flood risk within the City. The recommended improvements are preliminary in nature and are based on currently available information. Detailed project designs will ultimately require more data, including utility locations, which remain to be obtained. The drainage system surcharges in areas where the pipes do not provide the necessary capacity to convey runoff. This in itself is not a problem, but some degree of flooding may occur where surcharge exceeds the ground surface. Generally, streets provide some capacity for conveying flow, and it is not uncommon to observe gutter flows up to the top of adjacent curbs during high intensity rainfall events. Flooding greater than a foot in depth, however, is regarded as problematic regardless of whether such flooding results in significant property damage. Capital Improvement Program A Capital Improvement Program has been developed based on model results and suggested improvements. The $79 million in improvements recommended by this master plan are based on the capacity of the existing system and the need to correct identified deficiencies. Improvements are broken down into three priority levels as shown in Table ES-1. Recommended improvements are intended for public rights-of-way and other City- owned property, not private facilities or private property. Table ES-1: Storm Facility CIP Summary Priority CIP Cost1 Length (feet) Pipes High $12,520,000 20,600 105 Moderate $25,880,000 56,700 240 Low $40,880,000 86,700 413 Total $79,280,000 164,000 758 1. CIP Costs rounded to the nearest ten thousand Cupertino Storm Drain Master Plan Executive Summary August 15, 2018 ES-3 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Future Development The CIP does not include the cost of new facilities related solely to new development (e.g., pipeline extensions to serve areas that are currently undeveloped). These new facilities would be constructed as part of the new developments and are not included in the CIP. The CIP discussed within this report does not account for future land use changes as it is anticipated that the majority of currently proposed land use changes may result in a decrease in runoff. Much of the future development within the City is anticipated to be in the form of infill projects- where impervious surfaces may actually decrease. While this type of development may in fact reduce stormwater flows to the system, a detailed study should be conducted at the expense of the developer to more accurately analyze any impacts. In addition, some developments may occur in areas where the existing or possibly improved downstream systems are currently undersized. The City may request assistance from developers to improve the system and in turn be reimbursed for improvements made to the existing system. Conclusion This Master Plan provides a tool for citizens and officials of the City to use in their efforts to reduce both nuisance flooding and the likelihood of more serious storm water related hazards to private and/or public property. This study and proposed CIP is merely the conceptual starting point. It is anticipated that City staff and/or their consultants will perform more detailed studies and alternatives analyses to identify the most affordable and effective improvement projects with information gathered as part of the design process, including detailed topography, utility conflicts, available easements and rights-of-way, construction impacts, and long-term operation and maintenance. Cupertino Storm Drain Master Plan Executive Summary September, 2018 ES-4 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS THIS PAGE INTENTIONALLY BLANK September, 2018 1-1 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Chapter 1. Master Plan Area Characteristics 1.1. Overview This Storm Drain Master Plan provides a capacity analysis of existing storm drain collection systems, a discussion of drainage design standards, and recommended improvement projects to reduce the risk of flooding within the City with estimated costs. Its primary focus is on City-owned drainage facilities (although certain facilities owned by others are discussed and analyzed if those facilities affect property within the City) and should be used to guide the City in planning, financing, engineering, and maintaining its own infrastructure. Each chapter of this report is intended to help the City identify problems, manage resources, and provide cost- effective and comprehensive solutions. This chapter provides a general discussion of drainage and flood management systems and issues currently affecting the City, historic flooding, and a summary timeline of regulatory floodplain mapping efforts within the City. It also describes the Master Plan objectives, explains the criteria used to evaluate storm drain system performance, and presents a summary of data acquired as part of the storm drain master planning process. Existing hydrologic and environmental settings of the City are described along with flood protection and storm drain facilities. 1.2. Setting The City of Cupertino lies on the western edge of the Santa Clara Valley, stretching into the foothills of the Santa Cruz Mountains 40 miles south of San Francisco. Soil deposits on the valley floor are characteristic of alluvial fan development. Calabazas Creek, Regnart Creek, Stevens Creek and their tributaries deposited fans of coarser sands and gravel at their banks during flood events, with finer materials spreading out through the flatter areas between creeks. Generally, because the City lies partially in the foothills above the valley floor, the existing natural channels are relatively incised, in contrast to the “perched” channels formed by these deposits downstream. As such, there are generally no levees present along these channels through Cupertino. The study area is defined by the City limits, which covers an area of approximately 11 square miles. The study area is bound by the Cities of Sunnyvale and Los Altos to the North, unincorporated Santa Clara County to the West, the Cities of Saratoga and San Jose to the South, and the Cities of Santa Clara and San Jose to the East. The area is predominantly urban and ranges in elevation between 150 feet and 800 feet on the 1988 North American Vertical Datum (NAVD88). Figure 1-1 shows the vicinity of the City Limits and study area. 1.3. Climate Cupertino has a subtropical Mediterranean climate consisting of warm, sunny summers and relatively light rainfall during winters. The average annual high temperature is 69.8°F, and the average annual low temperature is 47.6°F. Summertime averages range from 53°F to 82°F, while wintertime averages range from 38°F to 64°F. Mean annual precipitation varies throughout the City, from about 16 inches at low elevations closer to San Francisco Bay to 24 inches at higher elevations. The City-wide average is 18 inches per year, the vast majority of which occurs during winter months. Precipitation within the City occurs entirely as rainfall; snowmelt is not a process that significantly affects runoff in the City or receiving water bodies. Cupertino Storm Drain Master Plan Chapter 1: Master Plan Area Characteristics September, 2018 1-2 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS 1.4. Flood Protection Facilities Runoff generated by precipitation within the City and surrounding area is conveyed through various flood protection systems. The majority of runoff captured by the storm drain networks is discharged through gravity outfalls into four ephemeral creeks (Stevens Creek, Regnart Creek, Calabazas Creek, and Junipero Serra Channel) and their tributaries as shown in Figure 1-1. Figure 1-1: Existing Cupertino Drainage System 1.5. History of Flooding within Cupertino Historical flooding information can be valuable in highlighting areas of recurring problems and prioritizing future improvements. Areas with known flooding problems have been identified by Schaaf & Wheeler and City employees and are discussed in detail in Chapter 2. Figure 1-2 shows historical flooding at Elm Court and various existing storm drain structures. Cupertino Storm Drain Master Plan Chapter 1: Master Plan Area Characteristics September, 2018 1-3 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Figure 1-2: Elm Court Flooding and Storm Drain Structures in Cupertino 1.6. Regional Storm Water Coordination A variety of agencies and municipalities maintain storm drainage systems within the study area. The most significant of these is the Santa Clara Valley Water District (SCVWD), which maintains jurisdiction over most of the four major creeks in the City. The City of Cupertino has jurisdiction over a portion of Stevens Creek. Improvement projects involving outfalls will require coordination with SCVWD to comply with regulations and permitting requirements. Cupertino’s drainage network also interties with the cities of Sunnyvale, San Jose and Los Altos. 1.7. Recent Flood Protection Measures The City of Cupertino has been working to alleviate inadequacies in the existing storm drain system by making system improvements. Some recent activity has focused on adding pipes along McClellan Road and Foothill Boulevard to alleviate flooding, and along Homestead Road in anticipation of land development. Cupertino Storm Drain Master Plan Chapter 1: Master Plan Area Characteristics September, 2018 1-4 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS 1.8. Master Plan Process Cupertino’s storm drain system performance has been analyzed using the level of service criteria established herein to identify deficiencies and recommend capital improvements. Several tasks have been completed to reach this goal: 1. Develop a storm drain geographical information system (GIS) built using City CAD block maps. The GIS data is used to create the hydraulic model. Network features include: manhole invert and rim elevations, pipe length and diameter, and watershed runoff characteristics. 2. Review existing data and field verify where necessary to complete representative models of the system. 3. Establish storm drainage analysis methodologies and performance criteria with City staff. 4. Establish channel boundary conditions for storm drain system models. 5. Perform hydrologic and hydraulic analyses of the existing storm drain facilities throughout Cupertino for the 10-year event based on methodology established in the Santa Clara County Drainage Manual. System deficiencies on City-owned facilities are categorized in terms of the risk to public safety, property, and infrastructure. 6. Identify projects that will improve storm drain system performance. 7. Outline a prioritized Capital Improvement Program (CIP) for storm drainage infrastructure. 8. Project and summarize capital improvement costs for the CIP. 1.9. References • City of Cupertino Standard Details. City of Cupertino Public Works Department. Web. Accessed June 2018. <http://www.cupertino.org/our-city/departments/public-works/permitting-development- services/engineering-standards-policies-procedures>. • General Construction Permit. State Water Resources Control Board: Division of Water Quality. (Order 2009-0009-DWQ as amended by 2010-0014-DWQ). (2010). • Municipal Regional Stormwater NPDES Permit No. CAS612008. California Regional Water Quality Control Board: San Francisco Bay Region. (Order R2-2015-0049). (2015). • Santa Clara County Drainage Manual. (2007). September, 2018 2-1 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Chapter 2. Data 2.1. Data Sources Schaaf & Wheeler reviewed and utilized readily available land use, topographic, geological, geographical, and storm drain system data within the Cupertino Storm Drain Master Plan Area (study area). Available data, while mostly complete and accurate, had some missing or incorrect information. Efforts have been made to improve and add to the collective data. Where necessary, assumptions and engineering judgment are used to complete remaining data gaps. This chapter summarizes the findings and data acquired as part of the Cupertino Storm Drain Master Plan (CSDMP). Data limitations, assumptions, and impacts are also summarized herein. 2.1.1. Topography and Aerial Imagery All project data and results are in vertical datum NAVD88 (feet) and the State Plane (California Zone III) coordinate system. The City of Cupertino provided elevation data from LiDAR point data measured on the NAVD88 datum. This high resolution aerial data provides topographic information with an accuracy of half of a foot (plus or minus 0.5 foot) for ground returns where no water ponding occurs. To perform hydrologic and hydraulic analyses, a terrain model of the City and surrounding area has been built from these LiDAR-based datasets. In addition, 2016 high-resolution aerial imagery from the City of Cupertino has been used. 2.1.2. GIS Data The most current City system data was provided to Schaaf & Wheeler in GIS shapefile (.shp) format. The storm system elements have been imported into GIS and reduced to main-line pipes 12-inches and larger. Initial data included diameters for approximately 91% (3,905) of the 4,303 pipes included in the GIS for the modeling area, and depths for approximately 68% (1,392) of the 4,310 nodes (manholes, catch basins, and outfalls). Land use, hydrologic soil group, curve number, and percent impervious data were all provided by the City of Cupertino. The National Land Cover Database (NLCD) impervious dataset has been downloaded to estimate the typical imperviousness of each land use type in the City, a process described in detail in Section 2.2: Land Use Data and Runoff Characteristics. Other GIS data used for this master plan include city limits, existing catchment delineations, parcels, land use zoning, and streets. Schaaf & Wheeler identified missing data in the documents provided by the City, as well as items in need of verification. Information needed to create an accurate model of the system included: • Missing pipe diameters • Missing node depths • Verification of some pipe diameters and node depths • Some outfall elevations Measures were taken to collect or approximate data necessary to compile a master plan level analysis. These steps include measurements described in Section 2.1.4 and estimation techniques described in Section 2.5 of this chapter. No surveying was completed under this study. 2.1.3. System Ownership City-provided CAD files include ownership data. While most of the storm drainage systems within the study area are City-owned, some components are owned by others including the Santa Clara Valley Water District, the City Cupertino Storm Drain Master Plan Chapter 2: Data September, 2018 2-2 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS of San Jose, and the City of Sunnyvale. Other parts of the system are privately owned. The provided ownership data is assumed to be current and accurate in the development of capital improvements. 2.1.4. Pump Stations Pump stations are often an important element of Master Plan models where they play a large part in managing stormwater runoff. While some minor pump station facilities are located within City limits, none are owned or operated by the City. Because none of these facilities are expected to have a major effect on overall system performance, none are included in the City’s master plan storm drain models. 2.1.5. Field Measurements and Record Drawings Schaaf & Wheeler examined system profiles and identified irregularities in the modeled system data (e.g. potentially incorrect pipe diameters and invert elevations). These irregularities were compared with profile plots from the City’s storm drain GIS. If City GIS data confirmed an irregularity, City, County, or Caltrans record drawings were reviewed to verify City-provided data or fill data gaps. Record drawings are assumed to be accurate and up-to-date. In cases where record drawings are not sufficient to complete system verification, selective field measurements of pipe sizes, layout, and invert depth have been taken. Field information was collected by Schaaf & Wheeler staff. Corrections are entered into the storm drain network GIS files with data sources noted. Because storm drain systems are designed for pressure flow and surcharge, the system’s hydraulic grade lines (HGLs) are not governed by open channel flow dynamics. For this reason, correct pipe diameters are a more critical component of the model than the accuracy of invert elevations. 2.1.6. Catchments Catchments have been delineated using GIS with the City’s watershed shapefile used as a baseline. Larger drainage areas to physically unconnected systems have been defined by the City and refined by Schaaf & Wheeler based on elevation data, consisting of 2016 LiDAR topography within the City. This provides a rough estimate of drainage area to each individual pipe system in the City’s GIS (each draining eventually to a Santa Clara Valley Water District channel or culvert). To build a detailed and accurate model, catchments have been further divided into “sub-catchment” areas. While sub-catchments create a better picture of system performance, they generally do not represent the drainage area to a single catch basin. The City’s model includes pipes 12-inches and larger that are primarily responsible for conveyance of stormwater runoff to creeks. 2.2. Land Use Data and Runoff Characteristics National Resource Conservation Service (NRCS) Curve Numbers (CN) were assigned to each catchment in accordance with the 2007 Santa Clara County Drainage Manual methodology. Curve Numbers are empirical parameters used to predict runoff or infiltration from runoff excess. These rainfall runoff characteristics are estimated based on land use, soil classification, and percent impervious surface. 2.2.1. Land Use Models have been built to represent current land use conditions. Starting with the City’s Zoning Designations, land use types were consolidated in GIS from approximately 22 categories (or variations thereof) to 12 that resemble land use types presented in the County Drainage Manual. The City’s Zoning Designations, used as a starting point, are shown in Figure 2-1. Consolidation of zoning types to modeled land use types is summarized Cupertino Storm Drain Master Plan Chapter 2: Data September, 2018 2-3 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS in Figure 2-1. Land use in Cupertino is predominantly Residential (39.1% by area including all densities), followed by Open Space (including Undeveloped area and Parks, 28.3%), Street/Transportation Right of Way (14.6%), and Commercial/Industrial (9.5%). Approximately 85% of residential area is Very Low or Low Density, single family housing. Streets, which are not part of the GIS parcel polygons, were added to the land use shapefile. Some parcels within the City may be undeveloped. For these areas, current zoning is used to represent a built-out condition if necessary. In locations where redevelopment has occurred or zoning designations are not representative of current conditions, designations were altered to reflect existing land cover. An example of such a parcel is “Apple Campus 2”, which may be considered a Commercial parcel, but deviates significantly from typical Commercial parcel properties. Model drainage areas extend into Unincorporated Santa Clara County and San Jose. In these areas, it was necessary to extend land use polygons based on publicly available zoning shapefiles and aerial imagery. The existing land use conditions and categories for curve number calculation are shown in Figure 2-2. Table 2-1: Zoning Designation and Consolidated Land Use Categories Zoning Designation Consolidated Land Use Type % of Total Area Commercial Commercial/Industrial 9.5% Commercial/Office/Residential Commercial/Industrial/Residential Industrial/Commercial Neighborhood Commercial Very Low Density Residential (Various) Very Low Density Residential 9.2% Low Density (1-5 DU/Ac, 1-6 DU/Ac, etc) Low Density Residential 23.5% Other Res. (0-4.4 DU/Ac, 1-5 DU/Ac, etc) Low/Medium Density Res. (5-10 DU/Ac) Low-Medium Density Residential 2.6% Other Res. (4.4-12 DU/Ac) Medium Density Res. (10-20 DU/Ac) Medium Density Residential 3.0% Other Res. (10-20 DU/Ac, 10-15 DU/Ac) Medium/High Density Res. (10-20 Du/Ac) Medium-High Density Residential 0.3% High Density Res. (>35 DU/Ac) High Density Residential 0.4% Public Facilities Public 4.5% Quasi-Public/Institutional Quasi-Public/Institutional 3.0% Transportation Transportation/Right of Way 14.6% Streets (No Parcel Polygons)** Water Open Water 1.0% County Undeveloped 23.9% Riparian Corridor From Other County/City Shapefiles Varies* N/A (Included Above) *A desktop survey of current aerial and street level imagery was performed to determine land use type Cupertino Storm Drain Master Plan Chapter 2: Data September, 2018 2-4 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Figure 2-1: Cupertino Zoning Map Cupertino Storm Drain Master Plan Chapter 2: Data September, 2018 2-5 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Figure 2-2: Existing Land Use Map Cupertino Storm Drain Master Plan Chapter 2: Data September, 2018 2-6 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS 2.2.2. Future Land Use The City is currently close to build-out with very few empty lots. The majority of future development will involve the redevelopment of sites, such as infill projects. Future development will need to comply with C.3 requirements of the Municipal Regional Permit (MRP) for the Bay Area. These requirements to treat storm water runoff may result in a reduction of impervious surface. In addition, the majority of the City requires hydromodification management plans (HMP) for developments over one acre in size. C.3 measures are typically only designed to target 2-year storm runoff, and are not anticipated to significantly reduce 10-year peak discharge; however, redevelopment in Cupertino will generally not increase the 10-year flow. It is not anticipated that future development will impact the City’s storm drainage system; in fact, it is possible that future development will reduce the overall flows in the City’s system. The current land use condition is considered the ‘worst case’ condition and CIPs developed under the existing condition should meet or exceed future conditions. Impacts of planned development can be analyzed in detail by the storm drain model created for the Storm Drain Master Plan; however, these detailed studies are not part of this contract. 2.2.3. Percent Impervious Surface Percent impervious surface is estimated for each of the 13 land use types from three sources: 2011 National Land Cover Dataset (NLCD) impervious surface data, County Drainage Manual assumptions, and aerial imagery. From the NLCD Landsat-based dataset, GIS is used to calculate an average percent impervious surface for each land use designation. Values from the NLCD analysis are compared to County Drainage Manual assumptions and checked against aerial imagery of the City to estimate final percent impervious values used for modeling. Percent impervious values for each land use type are summarized in Table 2-2. Table 2-2: Percent Impervious Surface Comparison and Assumed Model Values Land Use Percent Impervious Surface Drainage Manual NLCD 2011 Adjusted Based on Aerial Commercial/Industrial 80 70 85 Very Low Density Res. N/A 15 35 Low Density Res. 25 47 55 Low-Medium Density Res. N/A 47 70 Medium Density Res. 37.5 56 80 Medium-High Density Res. N/A 63 75 High Density Res. 50 64 70 Open Water 100 N/A 100 Parks/Open Space 10 12 15 Public (Schools, Gov’t, etc) 80 50 45 Quasi-Public/Institutional N/A 43 65 Transportation/Right of Way 90 60 90 Undeveloped 0 3 0 The Drainage Manual and NLCD estimates of percent impervious are below those estimated from 2016 City aerial imagery. NLCD provides a low-resolution (30-meter grid) estimate of impervious percentage, intended to Cupertino Storm Drain Master Plan Chapter 2: Data September, 2018 2-7 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS support broader, regional studies which don’t require precise percent impervious values. It is useful here only to illustrate that the Drainage Manual estimates may be, in general, either too high or too low for use in this study. Ultimately, adjusted percent impervious values shown in the table above are assumed to be most representative of each land use category for Cupertino, as they have been formulated from imagery within the City on a relatively fine resolution. It’s notable that percent impervious values for residential land covers estimated from aerial imagery peak for Medium Density residential developments, then decrease with increasing density. This is because “density” in this context refers to a number of dwelling units per area. There are very few High Density Residential parcels within Cupertino. For the few that exist, density is concentrated in multi-floor buildings on large parcels, with extensive pervious areas between structures and concrete and asphalt cover. In comparison, Medium Density Residential predominantly consists of condominium buildings on smaller lot footprints (i.e. more impervious square footage per inhabitant), and can include streets within the communities. While dwelling unit density is lower, impervious area is more prominent in Medium Density Residential land use. 2.2.4. Soil Classification The NRCS has classified soils into four hydrologic soil groups (A, B, C, and D) according to their infiltration rates. Group A soils have low runoff potential when thoroughly wet and typically consist of sand or gravel type soils. Group B soils are moderately well draining when thoroughly wet and consist of loamy sand or sandy loam textures. Group C soils have moderately high runoff potential when thoroughly wet and consist of loam, silt loam, sandy clay loam, clay loam, and silty clay loam textures. Group D soils have high runoff potential when thoroughly wet and consist of clayey textures. All soils with a water table within 24-inches of the surface are in Group D. The City of Cupertino study area consists of 4% Group A soils, 23% Group C soils, and 73% Group D soils, as shown in Figure 2-3. Hydrologic Soil Group (HSG) classifications are included in the shapefiles downloaded from SSURGO. Where HSG classifications are missing, other data included in the shapefiles (e.g. infiltration rate, soil classification, etc) may be used to estimate the degree of runoff from pervious surfaces and assign a HSG. Cupertino Storm Drain Master Plan Chapter 2: Data September, 2018 2-8 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Figure 2-3: NRCS Soil Classification in Study Area and Immediate Vicinity Cupertino Storm Drain Master Plan Chapter 2: Data September, 2018 2-9 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS 2.2.5. Runoff Curve Numbers Runoff Curve Numbers (CNs) are assigned to each catchment in the model based on land use and soil classifications as shown in Table 2-3. Table 2-3: NRCS Curve Numbers by Land Use Soil Group Land Use Type % Impervious Curve Number (AMC II) by Soil Group A B C D Commercial/Industrial 85 44 58 71 74 High Density Residential 70 44 58 71 74 Low Density Residential 55 44 58 71 74 Low-Medium Density Residential 70 44 58 71 74 Medium Density Residential 80 44 58 71 74 Medium-High Density Residential 75 44 58 71 74 Parks and Open Space 15 44 58 71 74 Public 45 44 58 71 74 Public Facilities 45 44 58 71 74 Quasi-Public/Institutional 65 44 58 71 74 Transportation 90 64 68 78 79 Undeveloped 0 35 51 65 72 Very Low Density Residential 35 35 51 65 72 2.3. Data Quality There is some variation and inconsistency in the quality and accuracy of available data. While a small amount of information was present in City GIS files at the start of the study, the invert of many nodes (manholes, inlets, and outfalls) was not included. Record drawings have been provided by the City and were used to fill in these data gaps where available. Limited field investigations have been performed as necessary to complete the data set. The City has an estimated 100 linear miles of pipe (4,303 links) and 4,310 nodes (including manholes, catch basins, detention basins, and outfalls) in the study area. The hydraulic model contains all known pipes 12- inches in diameter or larger, primarily belonging to Cupertino, with some pipe belonging Sunnyvale, San Jose, Santa Clara Valley Water District, and Santa Clara County. After an initial model was built and missing data was estimated or interpolated, results revealed some locations where further verification was necessary. The methods described in Section 2.4 have been used to assign missing data. 2.3.1. Modeled Data Assumptions To create a uniform ground surface for hydraulic modeling, rim elevations at all system nodes have been extracted to the system node shapefile from the LiDAR terrain model. Invert elevations are assigned to each node based on depths from City provided data and field measurements. Where node depths are unknown, record drawings have been reviewed wherever possible; otherwise, invert elevations are assumed or interpolated for modeling purposes. Unknown catch basin inverts are assigned assuming a minimum pipe cover of three feet where the catch basin is positioned at the end of a line (i.e. where there is no pipe upstream of the catch basin). For other unknown inverts, elevations are interpolated between upstream and downstream nodes with assigned inverts using the interpolation tool in the MIKE URBAN Cupertino Storm Drain Master Plan Chapter 2: Data September, 2018 2-10 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS (MU) model, providing a sufficient estimate of missing data for a master plan level analysis given that most storm drain pipes are surcharged under design storm events of interest. Once surcharged, storm drain pipe slope (and therefore inverts) do not affect hydraulic analyses. Inverts and ground elevations in the model have been checked manually for irregularity (e.g. ground elevations below the top of pipes, negative pipe slopes, and incorrect pipe diameters) and corrected as necessary. Small spatial inaccuracies in the GIS have been corrected as necessary using aerial imagery, the record drawings and field measurement. Pipe diameters missing from City GIS have been assumed based on the connecting pipes or the pipe location (e.g. laterals with unknown diameter are assumed to be 12-inches). At critical hydraulic locations, missing pipe diameters have been verified using field measurement. 2.4. Future Use of Models The models developed for this SDMP are developed to Santa Clara County Drainage Manual standards and can be used to analyze future development impacts to the existing system or alternative improvements that are not part of this SDMP. It is recommended that the models are continually updated when new information is received or when improvement projects are completed. The models should serve as a tool that the City can use to further analyze the storm drain system. September, 2018 3-1 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Chapter 3. Master Planning Methodology 3.1. Overview The criteria used to evaluate storm drain system performance must be technically sound yet simple to understand and apply. Ideally, the same methodology used to analyze system performance for this report will also continue to be used for future infrastructure design. Schaaf & Wheeler applied NRCS hydrology methods to estimate storm runoff from current land uses for the Cupertino Storm Drain Master Plan. This method is being used along with MIKE URBAN by DHI storm drain modeling software to evaluate system performance, identify deficiencies and recommend necessary improvements. Physical parameters used in the model are based on the City’s GIS data and other information detailed in Chapter 2 - Data. Storm drain evaluation criteria described in the following section have been discussed with and agreed upon by the City. 3.2. Evaluation Criteria The NRCS Unit Hydrograph Method is used to estimate storm water runoff in Cupertino in accordance with the 2007 Santa Clara County Drainage Manual. The County Drainage Manual was developed to provide consistent design and evaluation criteria for storm drainage throughout Santa Clara County. The Unit Hydrograph method allows for the development of a flood hydrograph using a design storm, an appropriate infiltration technique, varying antecedent moisture condition, storage within the watershed, and a synthetic unit hydrograph. The storm duration used for rainfall simulation is 24-hours, the standard Santa Clara County Drainage Manual storm duration. The storm pattern used in the models is based upon the three-day December 1955 rainfall event, still considered to be the storm of record for Northern California. The pattern intensity values have been adjusted to preserve local rainfall statistics within Santa Clara County, can be found in Appendix D of the County Drainage Manual, and are reproduced here as Figure 3-1. Figure 3-1: 24-hour Design Storm from County Drainage Manual 0.0% 0.5% 1.0% 1.5% 2.0% 2.5% 3.0% 3.5% 4.0% 4.5% 5.0% 0:00 6:00 12:00 18:00 0:00 Time MAP = 15" MAP = 20" MAP = 30" Cupertino Storm Drain Master Plan Chapter 3: Master Planning Methodology September, 2018 3-2 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Using these design storms, hydrologic and one dimensional (1-D) hydraulic models have been created for the 10-year event. The 10-year storm event is used as the design event for the storm drain system evaluation since the 10-year level-of-service standard is consistent with the City’s design standard for general storm drain system conveyance. Improvements are recommended to reduce the 10-year hydraulic grade to no higher than 0.5 foot above the rim elevation at any location. These criteria minimize the risk to private property and public safety and are common standards used throughout the Bay Area by other jurisdictions. 3.3. Modeling Software The Danish Hydraulic Institute (DHI) MIKE-URBAN (MU) software with MOUSE solver is selected to model the City of Cupertino storm drain system because it is tested and reliable software with a GIS interface. MU is a package of software programs designed by DHI for the analysis, design and management of urban drainage systems, including storm water sewers and sanitary sewers. The MU model works within the ArcMap GIS interface and can simulate runoff, open channel flow, pipe flow, water quality, sediment transport, and two dimensional surface flow. The City’s modeling package consists of two interrelated products: 1. MOUSE is a group of hydrologic, hydraulic, water quality and sediment transport modeling modules which can be used together or used independently. The modules used in the Cupertino storm drain model include the Surface Runoff Module, which computes surface runoff using one of five computational methods; and the Hydrodynamic Pipe Flow Module, which calculates an implicit finite- difference numerical solution of the St. Venant flow equations for the modeled pipe network. 2. MIKE-URBAN (MU) is an ArcMap based program which includes tools specifically designed to develop urban drainage models. MU provides a graphical user interface for data input and editing and serves as a bridge between ArcMap GIS and the MOUSE modeling program. Capabilities of MU include import and export of model data, network editing and gap-filling, catchment delineation, and network simplification. MU can also be used to present results including plan, longitudinal, and cross-section views; animation of results; presentation of flooding including water depth and pressure; and overlay of results on background graphics such as maps or aerial photos The entire City’s “main” conveyance pipes are included in a single model. Small lateral pipes are not included. 3.3.1. Operation Two separate calculations are performed by MU for the City models. First a runoff calculation estimates the amount of water entering the storm drain system during a design rainfall event. Second a network flow calculation replicates how the storm drain system will convey flows to outlet locations. Flows resulting from the runoff calculation are used as inflows for the subsequent network flow calculation. The MU runoff model offers a choice of infiltration methods. The City storm drain models use the NRCS dimensionless unit hydrograph method (UHM) to calculate surface runoff. A simulation can be started at any point during the chosen design storm to assess surface runoff for any period of the design storm, with computations made based on a user-specified time step. The runoff time steps are chosen to be at 1-minute intervals. The MU network flow model also offers a choice of three flow description approximations distinguished by the set of forces each takes into account: Diffusive Wave, Dynamic Wave, and Kinematic Wave. The Cupertino storm drain models use the most comprehensive flow description, Dynamic Wave, which incorporates the effects of gravitational, friction, pressure gradient and inertial forces. Because it accounts for all major forces Cupertino Storm Drain Master Plan Chapter 3: Master Planning Methodology September, 2018 3-3 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS affecting flow conditions, this equation allows the model to accurately simulate fast transients and backwater profiles. For a one-dimensional pipe flow simulation, flooding at a node is accommodated by the insertion of an artificial “basin” above the node which will store water when the water level rises above the ground level. The surface area of the “basin” gradually increases (up to a maximum of 1000 times the node surface area) with rising water levels at the node, replicating the effects of flooding. Water stored in the “basin” begins to reenter the system when the outflow from the node becomes greater than the inflow. The pipe flow simulation can be executed using either a constant or variable time step, and can be run for any portion of the time interval specified by the input rainfall time series and corresponding calculated runoff hydrograph. 3.3.2. Input and Output MU surface runoff calculations require two types of input data: boundary data and urban catchment data. Boundary data for the run-off computation consists of an input rainfall time series representing the design storm event for the model. Urban catchment data includes the pipe network and boundaries of each drainage catchment, along with relevant physical and hydrologic parameters including surface area and parameters used to calculate basin lag time. Drainage catchments for the study area are shown in Figure 3-2. While the majority of the City drains directly into the pipe system, a few drainage areas consist of open space or parks that drain directly into the adjacent stream. MU network flow calculations require two types of inputs: network element data (links and nodes) and boundary data (rainfall and creek/river water surface elevations). Network elements consist of nodes (which can include manholes, catch basins, retention/detention basins, and outfalls) and links (which can include pipes, culverts, and open channel cross sections). Parameters required to describe links include the name of upstream and downstream nodes (“to node” and “from node”), shape (circular, egg shaped, defined cross section, etc) and dimensions, material or roughness, and upstream and downstream node invert elevation. Geometry and data corresponding to network elements are imported from GIS shapefiles. Connections to urban catchments are defined within the MU interface as node elements where catchment runoff enters the network. Boundary data can include direct results of runoff calculations based on rainfall input, external loadings, inflow discharges, or external water levels at interaction points with receiving waters (outfalls). Output from the pipe flow computation includes the calculated water level at each node, discharges, water level in network branches, discharge in network branches, velocity in network branches, water volume in the system, and time step data. Output is viewed using GIS, MU, or the MIKE-VIEW program. Results may be displayed in plan-view or as a profile for a selected network section, and may be viewed as a temporal animation or at maximum or minimum values. Additional outputs which can be derived from MU pipe flow results using GIS and include: water depth, flooding level, pressure in closed conduits, percentage pipe filling, and the flow calculated for each link. Cupertino Storm Drain Master Plan Chapter 3: Master Planning Methodology September, 2018 3-4 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Figure 3-2: Cupertino Storm Drain System Catchments A summary of inputs and outputs is listed in Table 3-1. Table 3-1: Summary of Inputs and Outputs for Each Model Element Model Inputs Outputs Runoff Boundary Data • Rainfall time series Urban Catchment Data • Drainage catchments • Lag time Runoff hydrographs for each individual catchment Pipe Flow Storm Drain Network • Nodes (catch basins, manholes, outfalls, etc) • Links (pipes, culverts, open channels) Operational Data • Catchment connections • Pump curves • Junction Losses Boundary Data • Catchment runoff hydrographs • Water surface elevation time series Water level at each node Water level in network links Velocity in network links Water volume in the system Discharges Cupertino Storm Drain Master Plan Chapter 3: Master Planning Methodology September, 2018 3-5 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS 3.4. Hydrologic Calculations Methods used in this master plan to estimate peak storm water flow rates and volumes require the input of precipitation data. Since it is impossible to anticipate the impact of every conceivable storm, precipitation frequency analyses are often used to design facilities that control storm runoff. A common practice is to construct a design storm, which is a rainfall pattern used in hydrologic models to estimate surface runoff. A design storm is used in lieu of a single historic storm event to ensure that local rainfall statistics (i.e. depth, duration and frequency) are preserved. When combined with regional specific data for land use and loss rates, the model should produce runoff estimates that are consistent with frequency analyses of gauged stream-flow in the Santa Clara County area. In other words, the 10-year design storm pattern used for MU modeling create results consistent with 10-year storm runoff events. Precipitation frequency analyses are based on concepts of probability and statistics. Engineers generally assume that frequency (probability) of a rainfall event is coincident with frequency of direct storm water runoff, although runoff is determined by a number of factors (particularly land use conditions in the basin) in addition to the precipitation event. Because the County’s 24-hour pattern has been adjusted to preserve local statistics, there is increased confidence in the runoff predictions created by the City models. 3.4.1. Mean Annual Precipitation Mean Annual Precipitation (MAP) information is taken from the Santa Clara Valley Water District Isohyet map, which has been digitized into GIS. The SCVWD isohyet map indicates a MAP varying between 16 and 24 inches per year within the study area (Figure 3-3). Cupertino Storm Drain Master Plan Chapter 3: Master Planning Methodology September, 2018 3-6 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Figure 3-3: SCVWD Mean Annual Precipitation Map From the isohyet contours, a continuous, county-wide raster is created. GIS zonal statistics tools are used to find the spatially averaged MAP within each catchment. Varying rainfall depths are applied to each catchment in the models based on average catchment MAP as described in Section 3.4.2. 3.4.2. Rainfall Depth and Pattern The rainfall distribution pattern for the Cupertino Storm Drain Master Plan is obtained from the County Drainage Manual. The County’s rainfall pattern is distributed in 5-minute time increments with a fraction of the total rainfall apportioned to each 5-minute increment. The total depth of each pattern is based on the mean annual precipitation taken from the Isohyet GIS layer. The Santa Clara County Drainage Manual provides the following equation to calculate the total rainfall depth for each MAP and storm frequency: 𝑋𝑋𝑇𝑇,𝐷𝐷=𝐴𝐴𝑇𝑇,𝐷𝐷+�𝐵𝐵𝑇𝑇,𝐷𝐷∗𝑀𝑀𝐴𝐴𝑀𝑀� Where: 𝑋𝑋𝑇𝑇,𝐷𝐷= precipitation depth for a specific return period and storm duration (inches), 𝑇𝑇= return period (years), 𝐷𝐷= storm duration (hours), Cupertino Storm Drain Master Plan Chapter 3: Master Planning Methodology September, 2018 3-7 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS 𝐴𝐴𝑇𝑇,𝐷𝐷 & 𝐵𝐵𝑇𝑇,𝐷𝐷= dimensionless coefficients from County Drainage Manual Tables B-1 and B-2 𝑀𝑀𝐴𝐴𝑀𝑀= Mean Annual Precipitation (inches) The precipitation intensity, 𝑖𝑖𝑇𝑇,𝐷𝐷 is given by: 𝑖𝑖𝑇𝑇,𝐷𝐷=𝑥𝑥𝑇𝑇,𝐷𝐷𝐷𝐷 Because the MAP over the City of Cupertino varies by approximately seven inches, nine different MAP rainfall patterns are applied to catchments in the models to represent that variation. The seven patterns are applied based on ranges of spatially averaged catchment MAP, as shown in Table 3-2. Fractions of rainfall for the 10-yr event are shown in Table 3-3. These fractions are then multiplied by the depths listed in Table 3-2 to get a rainfall pattern in inches. The rainfall pattern in inches per 5-min interval for MAP 16 and MAP 24 is show in Figure 3-3. Table 3-2: MAP Patterns Applied to Model Catchments Pattern MAP Catchment MAP 10-yr Depth (in) 16” 15.5” - 16.5” 3.17 17” 16.5” - 17.5” 3.33 18” 17.5” - 18.5” 3.49 19” 18.5” - 19.5” 3.66 20” 19.5” - 20.5” 3.82 21” 20.5” - 21.5” 3.98 22” 21.5” - 22.5” 4.14 23” 22.5” - 23.5” 4.31 24” 23.5” - 24.5” 4.47 Table 3-3: MAP 15 24-Hour Rainfall Pattern (From Drainage Manual) Time (Starting) 10-yr Time (Starting) 10-yr Time (Starting) 10-yr 0:00 0.01694 7:00 0.06212 16:00 0.02542 1:00 0.01553 8:00 0.03316 17:00 0.01412 2:00 0.03696 9:00 0.02762 18:00 0.01836 3:00 0.06800 10:00 0.03868 19:00 0.01976 4:00 0.06061 11:00 0.04559 20:00 0.01694 5:00 0.06326 12:00 0.03454 21:00 0.04094 6:00 0.0952 13:00 0.03592 22:00 0.03247 6:10 0.0622 14:00 0.02542 23:00 0.01694 6:30 0.0651 15:00 0.02824 Cupertino Storm Drain Master Plan Chapter 3: Master Planning Methodology September, 2018 3-8 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Figure 3-4: 10-year MAP 16 and MAP 24 Rainfall Patterns (inches) 3.5. Catchment Data Cupertino is divided into drainage areas, called catchments, as described in Section Catchments2.1.6. The catchment delineations completed by Schaaf & Wheeler rely on engineering judgment and experience using contours, lot lines, storm drainage system, and aerial imagery. Urban catchment data includes the boundaries of each drainage catchment, along with relevant physical and hydrologic parameters including surface area, land use characteristics, and parameters used to calculate basin lag times. 3.5.1. Unit Hydrograph A unit hydrograph is a numerical representation of the time response of catchment runoff caused by one inch of excess rainfall applied uniformly over a unit of time. Many different techniques are available to estimate unit hydrographs. The NRCS-dimensionless unit hydrograph is used in the Cupertino storm drain models as it matches the County’s specified unit hydrograph methodology. Direct runoff is estimated by subtracting soil infiltration and other losses from the rate of rainfall. Uniform loss, which accounts for constant infiltration of rainfall into the soil, is a function of both soil type and ground cover (i.e. vegetation type or land use). 3.5.2. NRCS Curve Number The NRCS Curve Number (CN) methodology is used to determine storm water runoff from each catchment with design precipitation. Curve numbers are used to characterize basin infiltration and runoff potential based on a combination of land use and soil characteristics discussed in Chapter 2 and a parameter known as antecedent moisture condition, or AMC. AMC is defined as the moisture content of a soil prior to any precipitation event. AMC is characterized by the NRCS as: AMC I Soils are dry AMC II Average conditions AMC III Heavy rainfall, saturated soil 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0:00 6:00 12:00 18:00 0:00 5 -mi n R a i n f a l l D e p t h ( i n ) Time 24-inch MAP 16-inch MAP Cupertino Storm Drain Master Plan Chapter 3: Master Planning Methodology September, 2018 3-9 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS The County Drainage Manual specifies a calibrated AMC value to properly convert the rainfall event’s frequency of occurrence into the equivalent frequency of runoff event. The standard AMC assumption for a 10-year model is II-1/2, lying between heavily saturated and average conditions. Curve numbers vary from 0 to 100, with a CN of 0 representing no runoff from a basin and a CN of 100 meaning that all precipitation will run off. As shown in Table 2-3, County Drainage Manual pervious surface curve numbers are applied to the Cupertino model based on land use and soil type. Land use and soil type polygons have been intersected with Cupertino’s catchments, and the appropriate CN applied to each resulting intersected polygon. Each catchment is then assigned a pervious, area-weighted mean CN. The pervious CN for each catchment is adjusted to AMC II 1/2 for use in the 10-year analysis. Impervious areas are assigned a CN of 100 and overall weighted curve numbers are calculated for each catchment polygon. 3.5.3. Basin Lag For urban storm drain systems, basin lag generally consists of three components: roof or overland flow, gutter flow, and pipe flow. Because the MU pipe flow model accounts for lag time through pipe systems, roof and gutter flow are properties that are calculated as inputs for catchments. Due to the relatively small size and mild slope of the delineated catchments, an alternative lag equation has been chosen. A modified SCS lag equation expresses basin lag time as: 𝑡𝑡𝑙𝑙𝑙𝑙𝑙𝑙=�0.862 × 24 × 𝑁𝑁�𝐿𝐿× 𝐿𝐿𝑐𝑐√𝑆𝑆�0.38 �−𝐷𝐷2 𝑡𝑡𝑙𝑙𝑙𝑙𝑙𝑙 = lag (minutes) N = watershed roughness value (dimensionless) L = longest flow path from catchment divide to outlet (miles) 𝐿𝐿𝑐𝑐 = length along flow path from a point perpendicular with the basin centroid to its outlet (miles) S = average slope (feet/mile) D = duration of unit hydrograph (hours) This equation uses basin length, slope, and curve number (which is a function of land use and soil type) to estimate basin lag. A minimum lag of 5 minutes in the street is set based on engineering judgment. The overall minimum basin lag time is 10 minutes to account for roof top drainage through individual properties to the street. (This minimum lag is consistent with the County Drainage Manual.) Schaaf & Wheeler used the City’s LiDAR topography data and GIS tools to estimate basin flow paths and slopes. Weighted Curve Number calculation is discussed in detail in Section 3.5.2. 3.6. Model Calculations MU pipe flow calculations require network data, operational data, and boundary data as input. Network data consists of the pipe network elements including nodes (manholes, outlets, and storage nodes) and links (pipes, culverts, and open channels). Detailed analyses of peak storm water discharge are performed by the MU program, which also determines the flow condition in each drainage system element. The MU technical manuals may be referenced for a more detailed description. Cupertino Storm Drain Master Plan Chapter 3: Master Planning Methodology September, 2018 3-10 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS 3.6.1. Links Parameters required to describe model links include the name of upstream and downstream nodes, pipe shape and dimensions, material or roughness, and upstream and downstream inverts. Structural system elements including weirs are all modeled as functional relationships connecting two nodes in the system, or associated with one node in the case of free flow out of the system. Operational data consists of parameters which describe how these elements function in the network. Boundary data for the pipe flow computation can include any external loading, inflow discharges, water levels at interaction points with receiving waters, as well as the results of a run-off calculation. Pipes are modeled as one-dimensional closed conduit links which connect two nodes in the models. The conduit link is described by a constant cross-section along its length, constant bottom slope, and straight alignment. Unsteady flow in closed conduits is calculated using conservation of continuity and momentum equations, distinguishing between pipes flowing partially full (free surface flow), and those flowing full (pressurized flow). Most pipes within the Cupertino model are modeled as reinforced concrete pipe (RCP) with a Manning’s ‘n’ of 0.013 or corrugated metal pipe (CMP) with an ‘n’ of 0.025. 3.6.2. Junction Losses Parameters required to describe nodes include x and y coordinates of the node, a unique name, node type (junction, outlet, or basin), depth and invert levels, and water levels at outlets. Hydraulic losses at junctions (manholes, inlets, or intersections) can be significant in pressurized drainage systems. Losses can vary due to construction methods, condition, and shape. Schaaf & Wheeler performed a sensitivity analysis of the loss coefficients used in MU to determine the most realistic model parameters. The MU Weighted Inlet Energy Method is used for this study. 3.6.3. Outlet Boundary Conditions Pipe network outlets can be modeled with either a free outfall or a water surface elevation (fixed or variable with time) which captures backwater effects due to receiving water levels. The modeled system contains 119 nodes modeled as outfalls. 10-year fixed stage boundaries are used at each outlet to Stevens and Calabazas Creeks. These are extracted from FEMA profiles. Because both Creeks are deeply incised, the fixed water surface generally does not impact the function of the pipe systems draining to them. Regnart Creek and Junipero Serra are both an integral part of the City’s drainage system. While Regnart is technically a creek and collects hillside drainage from its upstream reach, much of it consists of an approximately seven foot diameter culvert. This means that it behaves as part of the City’s storm drain system, and the timing of peak flows through the Creek can potentially have a significant impact on the functionality of connected pipe systems. Therefore, the portion of Regnart Creek that flows through the City is included in the storm drain model, with the upper hillside reach represented as a catchment area. While Junipero Serra Channel is mostly an open, concrete-lined channel, it is relatively shallow and does not have a large upstream drainage area outside of the area draining to the City’s pipe system. Because the channel is relatively shallow, peak timing and water surface elevation is far more likely to have an impact on connected pipe systems. For this reason, portions of the open channel that flow through the City are included in the storm drain model. Cupertino Storm Drain Master Plan Chapter 3: Master Planning Methodology September, 2018 3-11 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS 3.6.4. Limits of SCVWD Jurisdiction The Santa Clara Valley Water District (SCVWD) manages potable water, groundwater, flood protection, and stream stewardship on behalf of Santa Clara County. The City lies within two of the five major watersheds (Lower Peninsula and West Valley Watersheds) managed by Santa Clara Valley Water District (Figure 3-5). Coordination with SCVWD will be required for the construction of any master plan improvements located on stream banks. This includes the alternation of existing outfalls, or the construction of new outfalls. The City should also coordinate with SCVWD during the design of improvements that alter the floodplain. Figure 3-5: Santa Clara Valley Water District Watersheds and Creeks Cupertino Storm Drain Master Plan Chapter 3: Master Planning Methodology September, 2018 3-12 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS THIS PAGE INTENTIONALLY BLANK September, 2018 4-1 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Chapter 4. Evaluation of Storm Drain Systems 4.1. Overview A performance analysis of Cupertino’s storm drain system is the primary focus of the storm drain master plan. This chapter describes Cupertino’s storm drainage facilities and known drainage system issues within Cupertino in detail. Flooding depths predicted by the one-dimensional model are presented for the 10-year event assuming the existing land use condition. Improvement projects that are required to alleviate or minimize flooding based on the 10-year performance standard are identified and prioritized herein. 4.2. Evaluation of Storm Drain Capacity Cupertino’s storm drain system has been analyzed with current land use conditions during the design 10-year storm. Areas of significant flooding based on past occurrences and results of the MIKE URBAN (MU) models are discussed herein, and improvement projects are recommended based on required additional flow capacity. Projects have been developed by upsizing existing pipes in the MU model until flooding is contained within the street right of way (i.e., top of curb) for the 10-year event. Areas of significant potential flooding are recognized herein. Improvements are recommended to improve system performance for the 10-year storm. It is impossible to entirely remove flooding throughout the project area, either due to local topography (for example, at minor ‘bathtub’ areas that can occur in parking lots where private systems are not modeled), but the majority of model-predicted flooding due to storm drain pipe system surcharge can be mitigated with the capital improvements proposed herein. Figure 4-1 below shows the existing conditions for Cupertino storm drain pipes for the 10-year storm event as modeled in MU. This figure is also included in Appendix A. Cupertino Storm Drain Master Plan Chapter 4: Evaluation of Storm Drain Systems September, 2018 4-2 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Figure 4-1: Drainage Areas and Existing Storm Drain Pipe System 4.2.1. Design Criteria The City of Cupertino currently requires that storm drain pipe systems be designed such that 10-year storm runoff is no higher than 0.5 foot above the rim elevation at any location. Similar standards are common practice to prevent flooding during more frequent storm events and utilize street conveyance capacity and storage in large, less frequent events. This standard will form the basis of the storm drain master plan effort and development of a capital improvement plan. While specifying a design standard such as conveyance of 10-year runoff is the most important element in governing the sizing of a system, a minimum pipe diameter and slope may also be established to reduce maintenance requirements through the life of the system. Minimum pipe size specified by the City is 15-inches, with slopes dictated by a minimum required flow velocity. Setting such requirements helps to ensure that pipes remain clean and clear of blockage to the greatest extent possible. A city-wide model was developed to analyze the 10-year event for existing land use conditions and recorded soil conditions. The model revealed that a portion of the City’s storm drain system does not meet the published criteria. While containing the 10-year below the street surface forms the foundation of this analysis in general, at certain project locations this standard is not necessarily economically feasible to achieve. This doesn’t necessarily mean that a standard should not be enforced on future construction; however, a CIP may deviate from the standard for a number of reasons (for example, utility conflicts that make meeting a standard prohibitively expensive). Cupertino Storm Drain Master Plan Chapter 4: Evaluation of Storm Drain Systems September, 2018 4-3 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS 4.3. Prioritizing Deficiencies and Needed Capital Improvements Storm drain systems in Cupertino (both City-owned systems and those owned by others) convey the majority of storm water runoff toward the major creeks through storm drain systems consisting of gutters, catch basins, pipes and some small pump stations (primarily those owned by Caltrans). Recommended improvements have been prioritized based on the results of the above process, combined with consideration of the anticipated severity of flooding at each location and the benefit/cost relationship of proposed improvements. The following color code is used to highlight project prioritization: Priority Description High Priority Projects under this category eliminate areas of 10-year flooding with significant depths, or address areas where City staff has indicated frequent and/or significant historical flooding issues. These projects improve conditions at locations with the deepest and longest-duration flooding situations. Moderate Priority These improvements are intended to contain most of the 10-year flooding within the street right-of-way. The duration and depth of flooding corrected by a moderate priority improvement is less than that of a high priority improvement. Low Priority Low priority improvements are aimed at containing the remaining 10-year flooding in the street right-of-way. The areas of flooding addressed by low priority projects are much smaller than those of moderate and high priority projects. This section summarizes improvements to City-owned systems needed to achieve a level of service characterized by flooding no greater than street level for a 10-year event. Improvements have been grouped together to reflect projects that could feasibly be undertaken simultaneously. Project naming conventions use major street names where possible. Project names and unique numerical IDs assigned to each project identify improvements in maps and tables included in this SDMP. A map of the proposed CIPs is included in Appendix B. Some areas within City Limits drain directly to adjacent streams rather than into the storm drain system and are therefore not included in the models. Moderate and Low priority projects are not discussed in project-specific detail, as there are a large number of these projects and they will likely not be constructed in the foreseeable future, certainly not before the storm drain master plan is updated. A complete set of CIP tables including existing pipe size, recommended pipe size, and improvement cost breakdowns for all priorities are provided as Appendix C. 4.4. Cupertino System Evaluation The modeled drainage area is approximately 11 square miles. The modeled collection system within Cupertino City limits consists of 2,596 pipe segments, 2655 nodes, and 119 outlets. The project area has a total of 474,000 linear feet (89.8 miles) of modeled storm drain pipe equal to or greater than 12-inches in diameter. 4.4.1. Identified Deficiencies Deficiencies identified by Schaaf & Wheeler include segments of Bubb Road, South Foothill Boulevard, McClellan Road, South Blaney Avenue, and certain areas in Cupertino neighborhoods. Cupertino Storm Drain Master Plan Chapter 4: Evaluation of Storm Drain Systems September, 2018 4-4 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS 4.4.2. Known Problem Areas Known problem areas identified by City staff include Bubb Road, South Foothill Boulevard, and Pumpkin Drive at Cranberry Drive. These areas are included in the high priority projects. 4.4.3. Prioritized Improvements Thirteen high priority projects (Appendix D) are aimed at reducing significant 10-year flooding throughout the City. Twenty-seven moderate priority projects will reduce most flooding at the 10-year level of service. The City may need to progressively re-prioritize moderate priority projects based on funding, other utility improvements, land use changes, and condition assessments. Eighty-one low priority projects are recommended to alleviate minor 10-year flooding. These projects are not likely to be constructed before the next storm drain master plan update. September, 2018 5-1 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Chapter 5. Capital Improvement Plan 5.1. Overview Chapter 4 discusses Cupertino’s storm drain collection system and recommends prioritized capital improvements to address known and modeled deficiencies. This chapter provides a Capital Improvement Program (CIP) that recognizes these priorities. The CIP provides an overall guideline for the City to use as a tool in preparing annual budgets. Exigent circumstances and future in-field experiences may necessitate deviations from the Storm Drain CIP. A master plan is intended to be a tool for planning. Capital improvement priorities are not intended to be hard and fast. The CIP does not include the cost of new facilities related to new development (e.g., pipeline extensions to serve areas that are currently undeveloped). These new facilities may be constructed as part of the new developments, and are not included in the CIP. 5.2. Capital Improvements Priorities The proposed CIP for storm drainage in Cupertino is broken into three priority levels for the purpose of funding and implementation. The total cost summary for CIP projects is shown for each priority level in Table 5-1. Summary of CIP Costs Based on Priority Level (total project cost) Table 5-1: Summary of CIP Costs Based on Priority Level (total project cost) Priority Level Cost1 High Priority Capital Improvements $12,520,000 Moderate Priority Capital Improvements $25,880,000 Low Priority Capital Improvements $40,880,000 Total Capital Improvement Program $79,280,000 1. Cost rounded to the nearest ten thousand The above costs do not include design, administration, or construction contingencies. Project subtotals (cost of pipe demolition and replacement), construction totals (including traffic control, mobilization, demobilization, and contingency), and CIP totals (including design and engineering costs) are detailed in Appendix C. 5.3. Open Trench Improvements Two essential types of projects are traditionally utilized to increase storm drain system capacity: • Install a new relief storm drain parallel to the system lacking capacity, or • Replace the overloaded pipe with larger diameter pipe in the same alignment. The two alternatives can be made equivalent to one another using the following formula, assuming that pipe material and length are equal: Cupertino Storm Drain Master Plan Chapter 5: Cupertino System Evaluation September, 2018 5-2 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS DR = (De2.63 + Dp2.63)0.38 Where DR = diameter of replacement pipe; De = diameter of overloaded pipe; and Dp = diameter of parallel relief drain. Assuming the existing pipe is adequate in terms of condition, the installation of a new parallel pipe is typically more cost effective than pipe replacement because the required pipe size is smaller and the existing pipe does not need to be removed. This does not take into account the long term maintenance associated with a parallel system. The selection of a capacity improvement strategy will vary from project to project, and be governed by field constraints such as conflicting utilities, rights-of-way, environmental concerns, permit requirements and traffic control. 5.4. Trenchless Improvements Traditional cut and cover methods of construction will likely be employed for a large portion of the storm drain improvements. However, the utilization of trenchless methods such as bore and jack, directional drilling, cured- in-place pipe (CIPP), slip-lining, pipe bursting, and others, may increasingly find application in special circumstances where existing development encroaches upon the pipe alignment, or disruption of other services and land uses is too costly. These trenchless methods also have their own constraints and should be chosen based on pipe material, access, and other site specific circumstances. 5.5. Cost Basis for Improvements Costs have been estimated using information from other projects, other master plans, and engineering judgment. All estimates are based on the ENR May 2018 index. The cost per linear foot of improvement used for the pipe cost estimates are given in Table 5-2, and most projects assume replacement pipe is installed using the open trench method (note that these costs do not include the cost of design, administration, and contingency). Projects that cross a railroad are assumed to be jack and bore, not open trench. Costs are likely to vary greatly depending on site specific circumstances and the economic climate at the time of bidding; in some cases it may be more practical to use trenchless methods or a parallel pipe for construction. These cost estimates are also based on larger scaled projects and thus, the replacement of shorter lengths of pipe as individual projects may incur significantly higher costs due to the nature of construction work. As per our estimates, connection (manhole or catch basin) replacement cost estimates depend on connecting pipe diameters and ranged from $12,740 (15-inch pipe) to $17,440 (72-inch pipe). New outfall costs are estimated to be $40,000 per new outfall. It should be noted that wide variations in actual outfall costs are expected due to location of outfall, whether energy dissipation is required, environmental concerns, etc. Since most of these improvement projects are expected to qualify for negative declarations from permitting agencies, these costs do not include permitting or any environmental documentation. Unit costs assuming three feet of pipe cover are shown in Table 5-2. Cupertino Storm Drain Master Plan Chapter 5: Cupertino System Evaluation September, 2018 5-3 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Table 5-2: Storm Drain Replacement Unit Costs Diameter (inches) 2018 Dollar per Linear foot of Pipe1 2018 Dollar Per Connection1 15 $ 270 $ 12,740 18 $ 290 $ 12,830 21 $ 310 $ 12,920 24 $ 350 $ 12,990 27 $ 370 $ 13,070 30 $ 400 $ 13,150 33 $ 430 $ 13,510 36 $ 460 $ 13,650 42 $ 510 $ 14,000 48 $ 550 $ 14,800 54 $ 630 $ 15,600 60 $ 680 $ 16,000 66 $ 720 $ 17,080 72 $ 780 $ 17,440 Note: These costs do not include increases for design, administration, and for contingency included in all other tables. Unit costs are based on an average 3 feet of ground cover over the pipe. Greater cover will raise estimated costs. 1. Dollar amounts rounded to the nearest ten 5.6. Capital Improvement Program 5.6.1. Storm Drain Improvement CIP The CIP costs and pipe lengths based on priority level are summarized in Table 5-1 and Figure 5-1. Detailed project sheets with required replacement pipe for high priority CIPs are included in Appendix D. Figure 5-1: Storm Drain CIP Summary Chart Cupertino Storm Drain Master Plan Chapter 5: Cupertino System Evaluation September, 2018 5-4 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Table 5-3: CIP Projects for the City of Cupertino Project Priority Project Length Total MH # Total Project Cost1 Pumpkin Fiesta Phase 1 High 587 4 $ 476,000 Pumpkin Fiesta Phase 2 High 1698 9 $ 1,402,000 Bubb Phase 1 High 302 2 $ 182,000 Bubb Phase 2 High 823 10 $ 583,000 Bubb Phase 3 High 3048 17 $ 1,651,000 Foothill South Phase 1 High 1643 11 $ 1,295,000 Foothill South Phase 2 High 2186 9 $ 1,219,000 McClellan Phase 1 High 4270 20 $ 2,558,000 McClellan Phase 2 High 2020 10 $ 1,136,000 Stevens East High 1428 6 $ 816,000 Foothill North Phase 1 High 1164 9 $ 567,000 Foothill North Phase 2 High 1192 7 $ 515,000 Cali High 235 4 $ 115,000 Beardon Moderate 2211 11 $ 1,060,000 Blaney North Moderate 3034 12 $ 1,503,000 Blaney South Moderate 2633 12 $ 1,221,000 Bollinger Moderate 2987 16 $ 1,612,000 Calle de Barcelona Moderate 4144 15 $ 2,019,000 Calvert Moderate 1465 6 $ 690,000 Columbus Moderate 4547 19 $ 2,072,000 Finch Moderate 1000 6 $ 428,000 Fort Baker Moderate 3280 14 $ 1,432,000 John Moderate 982 6 $ 379,000 Kingsbury Moderate 1689 9 $ 676,000 Majestic Oak Moderate 513 4 $ 200,000 Peach Blossom Moderate 3694 13 $ 1,539,000 Poppy Moderate 1331 7 $ 623,000 Rainbow Moderate 1119 4 $ 568,000 Rodrigues Moderate 4811 20 $ 2,259,000 Royal Oak Moderate 746 6 $ 304,000 Scenic Moderate 682 6 $ 308,000 Scotland Moderate 1349 8 $ 550,000 Stafford Moderate 1217 6 $ 496,000 Stelling North Moderate 2689 13 $ 1,541,000 Stelling South Moderate 3232 14 $ 1,374,000 Stern Moderate 1390 6 $ 533,000 Stevens West Moderate 1578 8 $ 621,000 Stokes Moderate 2283 13 $ 1,048,000 Vista Moderate 1571 10 $ 633,000 Weymoth Moderate 518 3 $ 189,000 Adriana Low 140 2 $ 66,000 Ainsworth Low 637 4 $ 348,000 Cupertino Storm Drain Master Plan Chapter 5: Cupertino System Evaluation September, 2018 5-5 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project Priority Project Length Total MH # Total Project Cost1 Alcalde Low 847 6 $ 418,000 Alhambra Low 924 6 $ 366,000 Alves Low 2926 19 $ 1,326,000 Bandly Low 219 2 $ 89,000 Baywood Low 828 5 $ 307,000 Bubb North Low 1617 5 $ 697,000 Bubb South Low 1219 7 $ 584,000 Byrne Low 678 6 $ 304,000 Candlewood Low 1348 7 $ 562,000 Castine Phase 1 Low 1587 9 $ 920,000 Castine Phase 2 Low 1069 4 $ 429,000 Clarkston Low 991 6 $ 370,000 Clifford Low 944 4 $ 344,000 Colony Hills Low 605 3 $ 214,000 De Anza Circle Low 298 3 $ 125,000 De Anza North Phase 1 Low 1660 7 $ 859,000 De Anza North Phase 2 Low 1776 15 $ 936,000 De Anza South Low 1014 5 $ 569,000 De Foe Low 466 5 $ 230,000 DeAnza Low 203 2 $ 97,000 Deep Cliffe Low 482 3 $ 172,000 Derbyshire Low 1101 5 $ 389,000 Drake Low 985 5 $ 341,000 Elmsford Low 1182 4 $ 394,000 Estates Low 727 4 $ 292,000 Fairwoods Low 627 4 $ 271,000 Farallone Low 330 3 $ 134,000 Felton Low 330 4 $ 206,000 Gardena Low 166 2 $ 70,000 Gardenside Low 933 5 $ 335,000 Greenwood Low 712 3 $ 245,000 Homestead Low 2873 10 $ 1,325,000 Homestead West Phase 1 Low 7946 38 $ 4,339,000 Homestead West Phase 2 Low 1260 5 $ 430,000 Imperial Low 493 4 $ 237,000 Kim Low 916 6 $ 399,000 La Mar Low 1603 10 $ 638,000 Lazaneo Low 351 3 $ 163,000 Lilac Low 950 5 $ 342,000 Linda Vista Low 363 3 $ 144,000 Longdown Low 332 3 $ 143,000 Mariani Low 555 4 $ 339,000 Martinwood Low 548 4 $ 210,000 Cupertino Storm Drain Master Plan Chapter 5: Cupertino System Evaluation September, 2018 5-6 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project Priority Project Length Total MH # Total Project Cost1 Mary Low 432 4 $ 276,000 Merritt Low 934 6 $ 511,000 Meteor Low 542 4 $ 197,000 Miramonte Low 686 7 $ 319,000 Norwich Low 2909 10 $ 1,311,000 Palo Vista Low 649 6 $ 339,000 Par Three Low 201 2 $ 80,000 Parlett Low 514 2 $ 175,000 Pendergast Low 824 2 $ 356,000 Phar Lap 1 Low 1397 9 $ 607,000 Phar Lap 2 Low 1229 5 $ 480,000 Plum Tree Low 762 4 $ 272,000 Portal Low 1847 10 $ 778,000 Richwood Low 1180 6 $ 419,000 Rivercrest Low 208 2 $ 205,000 Scofield Low 1903 7 $ 787,000 Somerset Low 617 3 $ 217,000 St Joseph Low 258 3 $ 118,000 Stevens Canyon Low 281 4 $ 148,000 Stevens Creek Low 11439 66 $ 7,312,000 Suisun Low 391 4 $ 189,000 Swallow Low 192 2 $ 93,000 Terrace Low 1034 5 $ 396,000 Torre Low 1028 6 $ 445,000 United Place Low 203 3 $ 98,000 Vallco Parkway 1 Low 441 3 $ 216,000 Vallco Parkway 2 Low 384 5 $ 199,000 Vallco Parkway 3 Low 838 5 $ 429,000 Valley Green 1 Low 502 3 $ 198,000 Valley Green 2 Low 349 3 $ 161,000 Voss Low 809 4 $ 302,000 Wheaton Low 572 3 $ 204,000 White Fir Low 116 2 $ 57,000 Wildflower Low 162 2 $ 73,000 Wolfe Low 1315 7 $ 543,000 Wunderlich Low 1778 6 $ 657,000 1. Total Project Cost rounded to the nearest thousand 5.7. Green Infrastructure The 2015 MRP section C.3.j includes development of a Green Infrastructure Program Plan to include LID (Low Impact Development) design on public and private lands, including streets, roads, storm drains and other storm drain infrastructure elements. The Plan is intended to act as a roadmap to turn the City’s ‘gray’ infrastructure into ‘green’. Additionally, the intent of the Plan is to provide reasonable assurance that the TMDL wasteload Cupertino Storm Drain Master Plan Chapter 5: Cupertino System Evaluation September, 2018 5-7 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS allocations for mercury and PCBs in San Francisco Bay will be met. The Plan will identify opportunities and prioritize particular areas for LID implementation throughout the City. The Plan will also allow for tracking and reporting of green infrastructure project design and construction. A portion of the GI Plan requirements includes reviewing other City planning documents for incorporation of LID elements. The City should look for and evaluate opportunities to incorporate green infrastructure and LID facilities into the design of capital projects recommended in the master plan. Because of the emphasis that the MRP puts towards using LID, there are numerous regional groups tracking the most up to date technologies on LID and the corresponding NPDES regulations. The following sites contain useful information for municipal staff, developers, general public, and elected officials to keep abreast with trends and policies in the often changing arena. California Stormwater Quality Association https://www.casqa.org/resources/california-lid-portal California State Water Resources Control Board http://www.waterboards.ca.gov/water_issues/programs/low_impact_development/index.shtml SCVURPPP http://www.scvurppp-w2k.com/ 5.8. Summary of Findings Several conclusions have been reached regarding Cupertino’s storm drainage systems. From these conclusions, improvements are recommended for the system’s performance so as to reduce the risk of flooding. While there are many areas within the City of Cupertino that provide adequate stormwater conveyance for a 10-year event, there are also areas that would benefit from improvements to enhance Stormwater conveyance capacity. There are also regions of the City that lack a formal drainage system and require improvements. Complying with the Municipal Regional Permit (MRP) will require additional O&M and Engineering staff services. The improvements recommended in this Master Plan should be considered a comprehensive Capital Improvement Program within the study area. Cupertino Storm Drain Master Plan Chapter 5: Cupertino System Evaluation September, 2018 5-8 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS THIS PAGE INTENTIONALLY BLANK September, 2018 6-1 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Chapter 6. Financial Analysis and Funding Strategies This chapter presents the funding strategies and their implications that are available to the City to fund capital projects for the Stormwater system. The findings presented in this chapter represent a high-level overview of the financial condition of the City’s Stormwater Program and potential impacts to the General Fund and/or property owners. Financial plans and levy/fee options should not be implemented without the specific analysis and justification required by statutory obligations for the revenue mechanism the City selects. 6.1. Summary of Findings This chapter finds: • The City of Cupertino, like many California cities, faces increasing expenditures to fulfill mandated obligations and community expectations associated with its Stormwater Program. • The Stormwater Program has historically been supported by the General Fund; however, the projected cost of these expenditures in a time of increasing demands on the City’s General Fund warrants the consideration of a dedicated revenue stream. • Over the next 10-years, the Stormwater program could invest approximately $14 million to improve or construct capital infrastructure. These investments, while ordered in a prioritized manner, could occur in an uneven pattern from year to year. • Over this 10-year period, the Stormwater Program is also projected to spend approximately $10,000 annually (in 2018 values) on maintenance in problem spots in the system. • The City’s system operation and maintenance and permit compliance costs are expected to be approximately $1,000,000 on an annual basis (in 2018 values). • An annual revenue stream will be needed to ensure capital improvement projects, as well as ongoing maintenance and permit compliance costs, are fully funded. • This annual revenue stream can be generated through an annual levy on properties ranging from an estimated $50 to $150 per equivalent dwelling unit 1 per year. Further studies are recommended to refine these numbers and to establish Land Use based fees. • While multiple levy/fee mechanisms are available to create a dedicated revenue stream from properties in the City, some form of direct property owner or voter approval of the fee will be required. The City will need to determine the political feasibility of this new funding source, in addition to preparing the formal justification and documentation of the selected levy/fee mechanism. • Other minor revenue streams may also be developed which would reduce the annual levy on property owners. These might include fees for specific operational or regulatory tasks and/or mitigation fees from new development or redevelopment that impact the Stormwater infrastructure. 1 An equivalent dwelling unit is equal to a typical single family residential parcel. Cupertino Storm Drain Master Plan Chapter 6 : Financial Analysis and Funding Strategies September, 2018 6-2 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS 6.2. Introduction This chapter has been prepared following a “revenue requirements” analytical methodology common to financial analyses underlying most utility rates and charges imposed by traditional utilities, similar to the sanitary sewer systems. While California law does not enable municipalities to impose “utility rates” for stormwater management services, the Stormwater Program shares similarities to traditional utilities and will likely require a primary, dedicated revenue source akin to rates. The Stormwater Program includes long-term capital financing requirements to fund equipment, infrastructure, and problem-spot maintenance projects and will eventually have ongoing operations, maintenance, administration, and regulatory obligations to fund. Properly managing the Program may also require establishing reserves and using debt financing. Therefore, the following analyses have been prepared: • Evaluation of financing strategies for the capital improvement program. • Projected debt proceeds and debt service payments. • Analysis of cash and reserve requirements. • Determination of net annual revenue requirements for the program. 6.3. Potential Revenue Sources In establishing a dedicated revenue stream for the Stormwater Program, the City will likely want to pursue a property-related fee or a special tax. The political feasibility of these mechanisms will likely be critical factors in determining which one the City implements. 6.3.1. Property-Related Fee A property-related fee is a fee for service attributable to the parcel being charged. A fee for stormwater services is levied upon the County tax roll and is imposed as an incident of property ownership. As such, it would be subject to the substantive and procedural requirements of California Constitution Article XIII D (known commonly by its enacting ballot measure: Proposition 218). The fee must be submitted and approved by a majority vote of the property owners or by a two-thirds vote of the electorate. The amount charged to each parcel must be proportional to the cost of service attributable to that parcel. Due to this proportionality requirement, the costs attributable to public parcels should be paid by City revenues (e.g., General Fund appropriation) or by individual City departments. For a property owner election, each parcel generally receives one ballot, and each ballot has one vote regardless of the potential levy amount, although the City may also have the power to provide for weighted voting. In one-parcel-per-vote elections, a large commercial parcel with a calculated levy that is an order of magnitude greater than that of a smaller parcel would have the same, single vote as the smaller parcel. The revenue stream from a property-related fee may be used for capital, annual operating and maintenance costs. This revenue stream could also be pledged as credit support for a revenue bond issued to fund major capital improvements. 6.3.2. Special Tax A Community Facilities District (CFD) can be formed pursuant to the Mello-Roos Community Facilities Act of 1982. A CFD can fund capital projects as well as ongoing maintenance. Bonds would be issued to pay for capital costs secured by a special tax levy. The same CFD can also fund ongoing maintenance costs through a special tax levy. Cupertino Storm Drain Master Plan Chapter 6 : Financial Analysis and Funding Strategies September, 2018 6-3 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS There is great flexibility in both the geographic area to be levied and the formula by which to levy when using a CFD. A CFD may include non-contiguous geographic areas. There is no requirement that the special tax be apportioned on the basis of benefit to any property. Property owned by a public entity is generally exempt from the CFD special tax, ensuring no lingering obligation of other City revenues. Successful creation of a CFD requires approval of two-thirds of the registered voters voting in an election (or approval of the landowners if less than 12 persons are registered to vote within the CFD boundary). With a voter election, each voter has one vote, regardless of their weighted share of the proposed special tax levy. In a landowner election, the vote is one vote per acre or portion thereof. 6.4. Other Sources of Revenue Although the revenue strategy introduced in this chapter has estimated the full cost to property owners of funding the entire Stormwater Program, there are at least two other additional revenue sources that, if justifiable and collectible on a substantive scale, would reduce that final levy amount needed from the community, or in other words, the total revenue requirement. The chief benefit of examining the viability of these revenue sources is that both may be approved by consensus of the City Council alone after proper public noticing and public hearing processes. 6.4.1. Development Impact Fees A development impact fee is a one-time fee imposed as a condition of approval on new development, infill, or redevelopment that creates new, unmitigated impermeable surface area. Development impact fees are authorized by Government Code 66000 et seq., created by the Mitigation Fee Act and commonly referred to as “AB 1600” fees. A development impact fee may be justifiable for the Stormwater Program under one of two conditions: • The City has previously invested in Stormwater infrastructure which has remaining value and is available and/or sized to meet impacts caused by future development/redevelopment. • The capital projects documented in this Stormwater Master Plan are sized to meet stormwater related impacts caused by future development/redevelopment and not just the demands of existing development. An impact fee may be based on (1) a “buy-in” to existing infrastructure, or (2) the “incremental” costs of new facilities necessary to serve new development that will create additional impermeable surface areas. A combination of these two impact fees may also be used to repay existing customers for historical capital investments. However, they cannot be used to fund operating or maintenance costs, which must be met through the Stormwater Program’s annual fees. 6.4.2. Regulatory Fees Regulatory fees are imposed to recover costs associated with the City’s constitutional and statutory power to govern activities, such as development and construction. For example, within the Stormwater program, the City provides services/activities which may be eligible for recovery in a regulatory fee. These services/activities may include: • Plan review and site inspection of development/construction that must meet Stormwater program regulations. (A common area for stormwater program activity is grading and drainage permitting/oversight.) Cupertino Storm Drain Master Plan Chapter 6 : Financial Analysis and Funding Strategies September, 2018 6-4 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS • Review of maintenance plans for, and periodic site inspection of onsite stormwater management/mitigation facilities. • Inspection of properties documented under the municipal permit as high-pollution risk operations requiring onsite management and/or facilities to mitigate risk to the environment and public rights-of- way. The statutory limit in imposing these fees is that they may not exceed the estimated reasonable cost of service. Most regulatory fees like these have historically been implemented by consensus of the City Council alone.2 Data used to justify fee amounts must be prepared and made available to the public in advance of the public hearing. 6.4.3. Benefit-Assessment District A benefit-assessment district assigns project costs in direct proportion to the benefits received. Benefit assessment districts are often formed for specific projects within a specific watershed. The only properties assessed are those that directly benefit from the projects and in direct proportion to that benefit. 2 The November 2010 passage of Proposition 26 calling for voter approval of “regulatory fees” has raised some questions about the City Council’s authority to set some fees. While prevailing industry consensus is that the fee examples listed here are exempt from the requirements of Proposition 26 due to the direct link between individual action and resulting regulation, the City should be aware of, and seek legal counsel regarding the ongoing debate in this area before proceeding. In establishing any regulatory fee for the Stormwater Program, the City should ensure that the broader costs of the Program – those with broader community benefits – are explicitly excluded from the cost of service calculation. Those costs must be borne by the Program’s primary revenue source. Appendix A Existing System Results SWPP4794 SWPP1830 SWPP6126 SWPP4748 SWPP3172 SWPP4256 SWPP4667 SWPP1706 SWPP3532 SWPP5061 SWPP3591 SWPP4765 SWPP5602 SWPP3170 SWPP3747 SWPP3359 SWPP3316 SWPP2055 SWPP4870 SWPP4913 SWPP4924 SWPP5577 SWPP1620 SWPP2887 SWPP3174 SWPP4493 SWPP2994 SWPP5002 SWPP905 SWPP3541 SWPP2396 SWPP3589 SWPP4926 SWPP4633 SWPP4657 SWPP3510 SWPP1269 SWPP1034 SWPP3248 SWPP2876 SWPP509 SWPP3321 SWPP3573 SWPP4658 SWPP1456 SWPP4303 SWPP1606 SWPP5678 SWPP2860 SWPP606 SWPP2271 SWPP5346 SWPP5390 SWPP2190 SWPP669 SWPP620 SWPP459 SWPP1815 SWPP1166 SWPP4744 Link_100 SWPP3070 SWPP5491 SDMP6 SWPP6130 SWPP5725 SWPP3083 SWPP332 SWPP5487 SWPP3071 SWPP3598 SWPP4912 SWPP1196 SWPP3250-2 SWPP4631 Link_103 SWPP648 SWPP781 SWPP4145 SWPP783 SWPP269 SWPP5056 SWPP1359 SWPP321 SWPP4232 SWPP4245 SWPP3284 SWPP5686 SWPP4784 SWPP587 SWPP411 SDMP_HOM10 SWPP1579 SWPP116 SWPP3427 SWPP5660 SWPP3533 SWPP1999 SDMP7 SWPP3599 SDMP_HOM8 SWPP2796 SWPP676 SWPP1190 SWPP421 SWPP3279 Link_104 SWPP5693 SWPP838 Link_32 SWPP1273 SWPP2772 SWPP2209 SWPP1556 SWPP185 SWPP5673 SWPP2219 SWPP1618 SWPP144 SWPP6127 SWPP1843 SWPP5634 SWPP4240 SWPP3837 SWPP628 SWPP3800 SWPP4292 SWPP963 SWPP3285 SWPP5190 SWPP163 SWPP3576 SDMP_HOM11 SWPP2600 SWPP4027 SWPP1858 SWPP975 SWPP2314 SWPP3128 SWPP1299 SWPP818 SWPP5663 Link_84 SWPP3929 SWPP1084 SWPP2388 SWPP2639 SWPP5643 Link_77 SWPP3850 SWPP5644 SWPP694 SWPP3524 SWPP1518 SDMP_PRU14 SWPP126 SWPP1619 SWPP1945 SWPP1055 SWPP3963 Link_31 SWPP2721 SWPP886 SWPP4243 Link_6 SWPP5338 SWPP5149 SWPP308 SWPP1765 SWPP95 SWPP148 SWPP1416 SWPP3431 SWPP852 SWPP6540 SWPP5032 SWPP2066 SWPP1511 SWPP3548 SWPP3327 SWPP2924 SWPP610 SWPP3318 SWPP1446 SWPP4181 SWPP2009 SWPP208-1 SWPP2063 SWPP4185 SWPP5180 SWPP5034 SWPP4749 SWPP964 SWPP1727 SWPP2587 SWPP2986 SWPP803 SWPP1477 SWPP5410 SWPP2708 SWPP1449 SWPP1756 SWPP1569 SWPP2641 SWPP5256 SWPP2495 SWPP1698 SWPP821 SWPP21 SWPP2841 SWPP3515 SWPP3539 SWPP1634 SWPP678 SWPP4674 SWPP1599 Link_80 SWPP3312 REGNART13 SWPP3178 SWPP5467 SWPP3764 SWPP2312 SWPP301 Link_97 SWPP5037 SWPP4757 SWPP3788 SWPP3882 SWPP5212 SWPP3436 Link_101 SWPP2278 SWPP2577 SWPP3055 SWPP6140 SWPP3556 SWPP5448 SWPP3301 SWPP1279 SWPP2007 SWPP5478 SWPP4092 SWPP2608 SWPP3286 Link_55 SWPP168 SWPP5601 SWPP5539 SWPP2404 SWPP4945 SWPP3859 SWPP625 SWPP754 SWPP780 SWPP3085 SWPP259 SWPP971 280_DITCH12 SWPP2311 SWPP3168 SWPP1336 SWPP1816 SWPP2052 SWPP132 SWPP1223-2 Link_74 SWPP3228 SWPP2132 SWPP3242 SWPP3712 SWPP1824 SWPP3635 SWPP1484 SWPP4648 SWPP5433 SWPP3397 SWPP990 SWPP3756 SWPP98 SWPP206 SWPP2504 SWPP419 SWPP1234 SWPP2917 SWPP49 SWPP3465 SWPP360 SWPP2872 SDMP_SNV1 SWPP3262 SWPP5650 SWPP2125 SWPP2572 SWPP888 SWPP2045 SWPP1067 SWPP2122 SWPP605 SWPP5430 SWPP4236 SWPP517 SWPP1700 SWPP3098 SWPP845 SWPP4755 SWPP3422 SWPP958 Link_66 SWPP2774 SWPP2442 SWPP257 SWPP1445 SWPP4927 SWPP3110 SWPP4735 SWPP2949 SDMP_HOM9 SWPP982 SWPP4632 SWPP573 SWPP568 SWPP4646 SWPP4224 SWPP5498 SWPP3409 SWPP1817 SWPP5612 SWPP4225 SWPP5484 SWPP86 SWPP4289 SWPP3626 SWPP1777 SWPP4253 SWPP1832 SWPP1570 SWPP3722 SWPP5647 SWPP565 SWPP1536 SWPP1393 SWPP5096 SWPP4273 SWPP733 SWPP5175 SWPP1853 L i n k _1 SWPP965 SWPP2466 SWPP2255 SWPP316 SWPP566-1 SWPP3927 SWPP1233 SWPP837 SWPP226 SWPP1717 SWPP246 SWPP1033 SWPP1268 SWPP142 SWPP1955 SWPP709 SWPP697 SWPP893 SWPP2096 SWPP3514 SWPP2101 SWPP170 Link_99 SWPP38 SWPP4235 SWPP4747 SWPP4914 SWPP2305 SWPP826 SWPP2933 SWPP2636 SWPP4226 SWPP548 SWPP1778 SWPP264 SWPP4223 SWPP149 SWPP4996 SWPP1052-1 SWPP3843 SWPP5435 SWPP4756 SWPP13 SWPP1601 SWPP700 SWPP129 SWPP3252 SWPP567 SWPP1602 SWPP143 SWPP2507 SWPP1324 SWPP1572 SWPP510 SWPP5552 SWPP5049 SWPP1177 SWPP423 SWPP2687 L i n k _5 6 SDMP_RRCULV SWPP399 SWPP527 SWPP1568 SWPP890 L i n k _2 3 SWPP3807 SWPP1796 SWPP3042 Link_98 SWPP2064 SDMP8 SWPP3488 SWPP5025 SWPP3839 SWPP2982 SWPP2003 SWPP232 SWPP5549 SWPP3329 SWPP3377 SWPP2592 SWPP3250-1 SWPP2802 SWPP36 SWPP3371 SWPP3666 SWPP2950 SWPP5465 SWPP6131 SWPP1253 SWPP3234 SWPP408 SWPP3186 SWPP3874 S W P P 1 9 2 SWPP3898 SWPP3900 SWPP822 SDMP_HOM5 SWPP2204 SWPP4707 SWPP2867 SWPP3962 Link_90 SWPP3149 SWPP3503 SWPP3314SDMP_HOM2 SWPP3177 SWPP5676 SWPP3044 SWPP912 SWPP5233 SWPP906 SWPP4738 SWPP2576 SWPP1482 SWPP5495 SWPP5089 SWPP4208 SWPP2263 SWPP5350 SWPP258 SWPP1058 SWPP4164 SWPP1415 SWPP2217 S W P P 5 6 8 7 SWPP1639 S W P P 2 8 8 5 SWPP1452 SWPP1636 REGNART3 S W P P 5 0 0 5 SWPP3103 SWPP701 SWPP2710SWPP477 SWPP87 SWPP1709 SWPP5353 SWPP5342 SWPP528 SWPP2879 S W P P 2 1 4 0 SWPP3015 SDMP_WOL13 SWPP1360 SWPP1316 SWPP833 SWPP873 SWPP2032 SWPP3235 SWPP3743 SWPP1002 SWPP397 S W P P 3 2 8 7 SWPP 87-1 SWPP4946 L i n k _8 5 SWPP4244 SWPP2922 SWPP1287 SWPP2985 SWPP861 S W P P 8 4 SWPP630 SWPP785 SWPP1926 SWPP2503 SD M P1 S W P P 1 3 8 SWPP1323 SWPP5443 SWPP4689 SWPP2028 SWPP1231 SWPP1989 SWPP4393 S W P P 9 5 4 SWPP3024 S W P P 8 8 1 SWPP1683 SWPP2918 SWPP4686 SWPP104 SWPP5512 S W P P 8 2 3 SWPP294 SWPP1239 S W P P 1 6 7 S W P P 1 3 9 SWPP1631 SWPP4184 SWPP2894 SWPP1665 SWPP933 SWPP2640 SWPP547 SWPP5610 SWPP1614 SWPP3108 SWPP3064 SWPP1193 SWPP496 SWPP2046 SWPP3572 SWPP1140 L i n k _7 6 REGNART14 SWPP724 REGNART25 SWPP1306 SWPP3043 SWPP4077 SWPP3348 SWPP377 SWPP4255 SWPP1702 S W P P 7 3 1 SWPP1581 SWPP22 SWPP3549 SWPP1263 SWPP342 L i n k _3 5 S W P P 7 2 7 S W P P 1 4 1 3 S W P P 5 2 0 1 S W P P 2 0 0 2 SWPP957 S W P P 4 9 7 7 SWPP1072 S W P P 2 2 7 9 S W P P 3 5 4 4 S W P P 1 6 6 S W P P 5 3 7 4 SWPP3112 S W P P 4 8 5 8 SDMP_PRU6 S W P P 9 3 1 SWPP1874 S W P P 1 7 0 5 S W P P 4 8 2 2 S W P P 4 1 4 9 SWPP2286 S W P P 1 2 9 1 SWPP4257 S W P P 7 4 2 SWPP5566 SWPP2363 SWPP2011 S W PP5231 SDMP_WOL1 SWPP940 SWPP552 SDMP_PRU13 S W P P 1 6 2 SWPP315 SWPP1866 S W P P 5 1 S W P P 4 1 7 SWPP3362 S W P P 5 7 1 0 S W P P 5 3 4 4 S W P P 5 5 8 7 S W P P 5 5 0 6 S W P P 3 4 3 SWPP4506 S W P P 1 6 0 SWPP809 REGNART26 SWPP2287 SWPP4409 280_DITCH15 S W P P 1 8 4 4 SWPP2498 SWPP1317 S W P P 4 6 9 3 S W P P 1 5 3 8 S W P P 1 9 5 9 S W P P 4 8 6 1 SWPP1208 S W P P 1 7 6 2 S W P P 4 6 9 0 SWPP1834 S W P P 1 4 2 3 SWPP1893 S W P P 8 0 1 S W P P 8 8 4 SWPP3638 SWPP3640 S WPP 2468 S WPP1485 SWPP75 SWPP1199 SWPP4043 S W P P 3 1 6 6 SWPP3744 SWPP5407 SWPP4227 S W P P 1 7 1 S W P P 1 2 2 9 S W P P 2 1 1 3 SWPP690 S W P P 1 0 8 9 S W P P 5 3 3 Link_29 S W P P 6 2 3 S W P P 1 4 0 6 SDMP_PRU4 SWPP812 S W P P 2 1 7 5 S W P P 3 0 2 1 SWPP 674 L i n k _7 5 S W P P 292 5 S W P P 2 4 7 S W P P 3 3 4 S W P P 5 6 2 2 S W P P 3 0 1 6 SWPP4949 SWPP4859 S W P P 1 1 5 4 S W P P 3 4 8 4 S W P P 1 3 3 4 S WPP45 S W P P 9 7 8 SWPP2862 S WPP 3508 SWPP3081 S W P P 2 4 9 1 S W P P 8 2 4 SWPP665 S WPP 4670 SWPP2920 SWPP3059 S W P P 4 9 7 5 SWPP1313 S W P P 2 9 8 S W P P 5 1 6 7 SWPP961 SWPP5646 S W P P 2 9 2 3 S W P P 5 2 5 SWPP2001 S W P P 5 1 6 1 S W P P 2 2 7 2 S W P P 805 S W P P 1 7 6 0 S W P P 3 6 1 S W P P 4 7 0 6 SWPP5050 S W P P 1 6 4 4 SWPP4296 S W P P 4 2 1 1 SWPP115 S W P P 1 5 4 0 S W P P 1 3 5 S W P P 2 0 1 6 SWPP3489 S W P P 1 8 7 2 S W P P 3 5 7 0 SWPP670 S W P P 1 4 2 4 SWPP2589 SWPP1534 SDMP_PRU2 S W P P 1 9 7 9 S W P P 3 1 1 S W P P 5 4 4 1 S W P P 5 6 1 SWPP2590 SWPP1000 S W P P 1 1 S W P P 2 4 1 9 SWPP3386 SWPP5550 L i n k _1 2 2 L i n k _7 8 S WPP 4881 SWPP3360 S W P P 3 4 0 3 S W P P 1 5 6 7 S W P P 35 1 3 S W P P 3 2 4 0 SWPP1381 S W PP 2099 SWPP3741 S W P P 4 1 1 5 280_DITCH17 SWPP2992 S W P P 4 8 6 6 S W P P 7 S W P P 3 2 7 SWPP1335 SWPP1537 R E G N A R T 1 8 S W PP 225 SWPP4206 S W P P 3 6 5 5 SWPP402 S W PP 128 S W PP1465 SWPP69 SWPP1542 SWPP1356 S W P P 1 9 2 4 SWPP3395 S W P P 1 4 5 1 SWPP4814 SWPP3142 S W P P 2 9 8 7 S W P P 1 6 5 5 S W P P 1 9 8 2 S W P P 4 5 9 9 SWPP1028 S W P P 2 8 5 4 SWPP1252 S W P P 2 7 9 7 SWPP194-1 SWPP194-2 SWPP4787 SWPP2022 S W P P 1 8 3 8 SWPP800 S W P P 1 9 3 1 SWPP1203 S W P P 4 1 8 3 SWPP1495 SWPP1442 SWPP472 S W P P 2 4 9 6 S W P P 3 0 2 SWPP137 S W P P 1 2 0 7 S W P P 4 2 5 0 SWPP850-1 S W P P 1 8 8 5 S W P P 3 4 9 9 S W P P 1 6 1 SWPP1255 S W P P 6 8 0 S W PP 4613 SWPP1301 S W P P 5 1 9 SWPP1991 S W P P 2 3 1 8 S W P P 1 9 1 3 SWPP1656 S W P P 8 8 2 SWPP4063 SWPP210 S W P P 4 0 6 0 S W P P 2 4 3 S W P P 2 3 6 6 S W P P 2 5 3 7 Link_11 S W P P 5 3 5 8 S W P P 3 1 4 0 S W P P 2 1 6 0 SWPP988 SDMP_PRU11 SWPP986SWPP1594 S W P P 2 9 6 0 S W P P 4 2 4 8 S W P P 5 3 5 5 S W P P 1 7 6 1 SWPP682 SWPP554 S W P P 1 370 SWPP93 S W P P 1 7 0 4 S W P P 2 8 5 S W P P 3 6 4 4 S W P P 7 8 SWPP3114 S W P P 4 1 5 4 SWPP1175 SWPP65 SWPP2650 SWPP3 S W P P 2 5 0 2 S W P P 3 5 0 2 S W P P 8 7 9 S W P P 1 6 5 S W P P 1 8 0 8 S W P P 2 3 9 S W P P 4 9 9 5 SWPP3479 SWPP1136 SWPP1126 Lin k _9 S W P P 2 8 5 5 SWPP68 SWPP3124 S W PP 512 S W PP 5536 S W P P 1 0 9 6 SWPP293 S W P P 1 0 9 1 SWPP2649 S W P P 3 7 7 5 S W P P 5 3 5 6 SWPP2050 S W P P 3 5 5 2 SWPP2711 S W P P 1 2 9 7 S W P P 4 2 7 1 SWPP4494 SWPP3529 SWPP5354 SWPP432 SWPP5217 S W PP1774 SWPP3426 S W P P 4 6 0 S W P P 1 8 1 S W P P 9 8 7 SWPP3029 S W P P 2 4 5 7 SWPP4167 SWPP1586 SWPP3405 S W P P 1 2 7 6 S W P P 1 3 8 4 SWPP 3009 S W P P 3 9 3 0 SWPP2397 S W P P 2 1 8 3 SWPP992 S W P P 4 7 7 5 S W P P 3 6 7 1 SWPP2527 S W P P 5 0 2 S W P P 2 8 8 9 S W P P 4 6 3 5 S W P P 2 8 0 0 S W P P 1 9 3 3 S W P P 2 1 6 3 SWPP5463 S W P P 5 3 5 7 S W P P 3 0 5 0 S WPP 3462SWPP3959 S W P P 2 8 0 7 S W P P 1 0 2 3 S W P P 4241 SWPP2881 S W P P 2 2 3 9 S W P P 3 1 5 6 S W P P 3 9 SWPP840 S W P P 1 8 5 0 S W P P 4 2 6 9 S W P P 3 1 3 S W P P 1 9 3 2 S W P P 8 9 SWPP1402 S W P P 3 7 6 0 S W P P 5 7 9 S W P P 1 2 3 6 SWPP1277 S W P P 5 1 1 3 S W P P 3 4 0 1 SWPP2877 Link_26 S W P P 3 8 8 3 SWPP1562 S WPP 2044 SWPP3848 S W P P 3 0 3 9 S W P P 4 6 8 SWPP3461 SWPP786 S W P P 4 8 1 3 S W P P 1 1 2 8 S W P P 1 6 1 5 S W P P 1 7 8 7 S W P P 1 5 3 9 S W P P 3 2 6 S W P P 7 5 1 S W P P 1 9 6 S W P P 1 8 5 5 S W P P 1 9 1 4 SWPP136 S W P P 1 0 8 1 S W P P 4 7 4 3 L i n k _9 5 SWPP2054 SWPP3783 SWPP 274 SWPP1169 S D M P _S J 3 S W P P 3 0 2 6 Lin k_10 SWPP811 S W P P 1 1 2 0 SDMP_PRU7 S W P P 4 1 8 0 SWPP1157 SWPP2921 SWPP5717 S D M P _S J 2 SWPP5232 S D M P _W O L 1 0 SWPP3854 S W P P 1 7 2 8 S W P P 3 5 1 7 SWPP10194 SWPP3949 SWPP4860 S W P P 1 4 6 7 SWPP253 SDMP_HOM1 SWPP2898 SWPP1283 S W P P 3 8 8 1 SWPP1493 S W P P 5 5 7 4 SWPP2775 S W P P 5 2 0 6 S W P P 4 1 SWPP5141 SWPP2323 SWPP63 S W P P 5 1 5 0 S W P P 716 S W P P 2 0 6 5 S W P P 1 3 1 9 S W P P 1 5 8 9 SWPP3407 SWPP224 S W P P 1 4 0 7 S W P P 1 3 4 SWPP728 SWPP4798 S W P P 1 1 7 3 S W P P 2 4 9 7 S W P P 6 2 9 S W P P 2 5 6 S W P P 1392 SWPP726 S W P P 1 2 9 0 SWPP5136 S W P P 4 2 8 6 S W P P 7 3 5 SWPP5239 SWPP4696 S W P P 1 2 5 SWPP3065 S W P P 3 5 5 4 SWPP3443 SWPP977 SWPP4210 S W P P 1 1 2 9 SWPP1408 SWPP2094 S W P P 1 2 S W P P 1 2 4 4 S W P P 2 0 8 2 S W P P 3 5 5 SWPP431 S W P P 5 2 5 1 SWPP3501 SWPP5477 S WPP1462 SWPP1278 S W P P 2 8 6 6 S W P P 4 1 6 3 SWPP835 S W P P 2 4 8 SWPP1010 SWPP1652 S W P P 5 5 8 5 280_DITCH16 SWPP394 S W P P 3 0 9 6 S W P P 5 8 0 S W P P 9 7 SWPP415 S W P P 3 8 4 6 S W P P 4 2 0 4 S W P P 2 1 1 6 S W P P 3 7 1 4 SWPP1060 S W P P 1 8 5 9 SWPP1895 SWPP 666 S W P P 1 5 7 7 L i n k _9 4 S W P P 7 5 5 S W P P 1 3 1 8 S W P P 5 6 9 SWPP5719 S W P P 3 2 7 6 S W P P 4 4 8 8 SWPP5431 S W P P 1 2 6 1 S W P P 1 0 2 6 S W P P 8 2 7 SWPP297 SWPP1341 SWPP1731 S W PP 443 S W P P 1 6 4 2 S W P P 1 3 9 9 SWPP1669 SWPP4091 SWPP874 SWPP25 S W P P 2 0 5 3 SWPP474 S W P P 3 0 1 0 S W P P 3 5 4 SWPP230 S W P P 5 3 2 SWPP3740 S W P P 5 3 9 4 SWPP1983 S W P P 6 7 9 SWPP3366 S W P P 1 7 0 7 SWPP966 S W P P 4 7 6 SWPP1197 S W P P 7 6 9 S W P P 8 3 1 SWPP1430 SWPP1759 S W P P 3 5 2 7 S W P P 4 5 6 S W P P 3 2 5 3 S W P P 1 6 8 5 S W P P 1 5 6 6 S W P P 1 0 9 3 S W P P 4 1 2 9 S W P P 3 4 8 5 S W P P 3 0 3 7 S W P P 8 5 S W P P 1 6 3 2 S W P P 4 1 8 S W P P 2 1 4 6 SWPP511 SWPP1894 SWPP564 L i n k _8 2 SWPP237 SWPP3394 S W P P 2 4 5 S W P P 2 1 0 7 S W P P 1 9 3 SDMP_1PRU S W P P 3 3 9 9 S W P P 1 7 4 0 SWPP1990 SWPP985 SWPP218 S W P P 2 5 7 8 SWPP62 SWPP4280 S W P P 1 6 3 8 SWPP2114 SWPP1001 S W P P 9 7 4 S W P P 1 7 9 4 L i n k _8 7 SWPP1097 S W P P 1 4 6 3 S W P P 2 2 6 4 SWPP 1836 S W P P 3 7 5 9 S W PP 1232 S W P P 3 8 4 7 SWPP498 SWPP2964 SWPP430 S W P P 3 0 1 8 SWPP1274 S W P P 1 6 3 5 S W P P 1 2 2 5 S W P P 1 6 S W P P 5 8 8 SWPP231 SWPP2067 Lin k _ 6 9 S W P P 1 2 4 2 SWPP481 SWPP1029 SWPP158 SWPP3289 SWPP2004 Link_63 SWPP2393 S W P P 1 7 2 9 SWPP487 SWPP1327 S W P P 4 2 3 9 SWPP729 S W P P 5 5 1 S W P P 2 9 7 4 SWPP1917 S W P P 7 3 6 S W P P 2 4 1 0 S W P P 1 8 5 6 S W P P 2 9 0 S W P P 5 1 6 S W P P 1 2 8 5 S W P P 3 0 3 S WPP1936 SWPP3928 SWPP4279 SWPP306 SWPP2062 SWPP3444 S W P P 2 1 1 7 S W P P 1 2 4 S W P P 8 6 9 SWPP61 S W P P 9 2 SWPP458 S W P P 4 5 5 2 S W P P 3 1 1 3 SWPP7386 S W P P 2 0 8 7 S W P P 1 8 1 8 SWPP3583 S W P P 1 0 7 3 S W P P 1 3 6 1 S W P P 3 1 9 SWPP4491 SWPP 515 S W P P 5 8 6 S W P P 5 4 6 SWPP2215 SWPP1627 SWPP201 SWPP704 S W P P 1 6 4 7 SWPP1270 S W P P 1 4 7 S W P P 3 0 2 2 S W P P 1 7 5 1 SWPP252 S W P P 8 6 5 S W P P 2 1 0 2 SWPP683 S W P P 5 1 5 2 S W P P 4 9 8 8 SWPP3283 S W P P 1 6 5 3 S W P P 2 6 3 2 SWPP64 SWPP1241 SWPP698 S W P P 5 2 4 S WPP1251 SWPP1474 SWPP324 SWPP1181 SWPP223 SWPP5716 SWPP3281 S W PP3116 S W P P 3 5 1 2 SWPP3455 S W P P 9 1 7 S W P P 3 0 2 0 R E G N A R T 1 7 S W P P 7 7 5 SWPP1363 S W P P 3 7 2 1 SWPP5586 S W P P 3 5 4 2 SWPP702 S W P P 5 4 0 SWPP2968 S W P P 5 0 S W P P 3 5 3 8 S W P P 8 2 0 S WPP383 S W P P 1 9 9 S W P P 1 0 4 9 S W P P 2 9 9 S W P P 1 9 1 SWPP634 SWPP787 SWPP406 S W P P 1 2 1 4 S W P P 1 4 6 1 SWPP159 SWPP1212 S W P P 2 8 6 1 S WPP 3249 SWPP1101 S W P P 1 2 0 4 Lin k_89 SWPP1056 R E G N A R T 6 S W P P 4 2 4 6 S W P P 4 8 0 9 S W P P 1 1 5 6 SWPP703 S W P P 1 8 0 4 S W P P 1 0 8 2 S W P P 2 6 3 1 S W P P 1 4 0 0 S W P P 8 3 0 S W P P 2 1 1 8 S D M P _S J 4 S W P P 4 8 1 9 S W P P 5 5 6 4 L i n k _ 5 9 S W PP5592 S W P P 1 7 6 4 S W P P 9 2 9 S W P P 1 6 0 9 SWPP281 SWPP101 S W P P 3 5 4 0 S W P P 4 5 8 0 S W P P 1 5 9 0 S W P P 9 2 5 S W P P 8 8 3 SWPP1362 SWPP5718 S W P P 2 4 6 1 SWPP2245 S W P P 2 2 0 SWPP169 S W P P 7 2 0 S W P P 5 1 4 S W P P 8 5 7 S W P P 8 1 4 S W PP3036 SWPP209 S W P P 5 7 7 SWPP3041 SWPP5609 S W P P 1 2 3 5 SWPP1664 S WPP6971 S W P P 5 6 7 9 SWPP4031 S W P P 5 7 2 SWPP2976 SWPP2277 SWPP1254 SWPP5273 S W P P 3 4 4 2 SWPP591 S W P P 2 4 5 8 Link_4 S W P P 2 0 0 6 S W P P 2 1 0 4 SWPP1946 SWPP3012 SWPP1470 SWPP2105 S W P P 7 4 8 Link_64 Link_70 SWPP1262 S W P P 9 0 7 S W P P 1 6 7 1 SWPP1779 S W P P 1 0 4 8 SWPP522 S W P P 3 5 1 8 S W P P 5 6 1 1 S W P P 1 1 3 4 S W P P 1 9 8 1 SWPP1494 SWPP5569 S W P P 1 3 9 4 S W P P 1 2 2 6 SWPP398 S W P P 4 1 6 6 SWPP2863 SWPP900 S W P P 5 4 1 1 SWPP1047 SWPP216 SWPP810 SWPP1823 SWPP409 S W P P 6 9 7 0 S W P P 3 0 6 9 SWPP2299 S W P P 7 7 2 SWPP1147 SWPP31 SWPP1942 SWPP5551 SWPP2965 SWPP1773 SWPP1444 SWPP422 S W P P 3 4 5 8 SWPP1862 SWPP77 S W P P 1 3 7 3 S W P P 5 4 9 4 S W P P 3 0 8 2 S W P P 1 4 2 9 S W P P 1469 S W P P 2 3 6 5 SWPP1194 S W P P 4 6 9 5 SWPP433 SWPP236 S D M P 2 SWPP880 S W P P 1 9 0 1 SWPP485 SWPP3027 SWPP714 SWPP1857 SWPP4278 S W P P 2 8 0 3 S W P P 393 1 SWPP1935 S W P P 1 1 3 1 SWPP2261 S W P P 291 9 SWPP15 S W P P 4 2 0 9 SWPP771 S W P P 3 4 4 8 S W P P 4 7 9 6 L i n k _6 8 S W P P 2 0 SWPP4207 SWPP4492 S W P P 1 7 1 3 S W P P 8 0 7 SWPP1289 S W P P 4 6 9 SWPP2147 S W P P 8 3 2 S W P P 6 1 9 S W P P 2 2 7 4 S W P P 1 7 0 3 S W P P 8 3 6 S W P P 2 0 3 4 S W P P 7 7 9 SWPP1496 S W P P 2 4 2 SWPP3157 S W P P 1 786 S W P P 6 6 8 SWPP1916 Link_27 S W P P 1 6 4 SWPP2956 S W P P 5 5 0 L i n k _9 6 S W P P 3 2 0 6 SWPP534 S W P P 1 2 8 0 S W P P 1 9 0 SWPP1145 S W P P 2 4 6 2 SWPP40 S W P P 5 4 2 4 SWPP1271 S W P P 1 9 1 9 SWPP782 S W P P 7 9 6 SWPP506 S W P P 1 8 8 2 SWPP1083 S W P P 2 2 8 S WPP2896 S W P P 2 7 0 1 SWPP478 S W P P 2 1 2 3 S W P P 5 9 3 SWPP1209 SWPP1587 SWPP2991 S W P P 2 5 0 0 S W P P 1 2 2 4 SWPP2092 SWPP3192 SWPP133 S W P P 4 4 9 9 SWPP3821 S W P P 3 1 2 S W P P 4 2 3 3 SWPP2010 S D M P _W O L 6 S W P P 1 4 2 7 L i n k _2 2 SWPP3873 SWPP1106 SWPP108 SWPP3531 SWPP1641 SWPP2241 SWPP3155 S WPP1822 S WPP 1563 SWPP1550 SWPP944 SWPP1065 S W P P 2 6 6 R E G N A R T 1 5 S W P P 3 0 S W P P 2 9 1 S W P P 1 8 3 3 S WPP2133 SWPP3117 SWPP2313 S W P P 9 0 3 S W P P 3 7 S W P P 1 0 6 4 SWPP2967 L i n k _7 9 SWPP976 S W P P 5 2 1 SWPP989 S W P P 1819 S W P P 14 0 1 SWPP3288 S W P P 2 1 0 3 S W P P 2 8 0 1 SWPP2948 S W P P 1 6 7 8 S W P P 2 0 2 0 S W P P 1 1 3 3 S W P P 71 5 SWPP5220 SWPP3460 S W P P 1 5 4 8 S W P P 3 5 46 280_DITCH4 SWPP1468 SWPP1032 S W P P 4 0 0 S W P P 4 270 S W P P 4 2 4 7 SWPP945 S W P P 5 2 2 9 S WPP1155 S W P P 1 0 2 2 S W P P 1 4 2 6 SWPP100 SWPP2315 SWPP1201 S W P P 3 4 6 4 S W P P 3 0 0 SWPP76 S W PP130 SWPP284 S W P P 2 1 6 4 SWPP3356 SWPP1492 SWPP5480 S W P P 1 4 5 0 S W P P 2 2 0 5 SWPP488 SWPP5419 S W P P 1 7 9 7 S W P P 2 1 1 2 S W P P 1 9 0 0 SWPP1873 S W P P 5 6 1 3 SDMP_PRU9 S W PP 2586 S W P P 2 1 2 0 SWPP4485 SWPP2630 SWPP1892 S W P P 1 0 2 4 SWPP4965 SWPP4285 SWPP470 S W P P 2 4 4 S W P P 95 6 SWPP4612 SWPP1272 SWPP2218 SWPP2268 SWPP829 S W P P 1 0 1 2 S W P P 5 6 3 0 SWPP4287 S W P P 4 0 1 SWPP1383 S W P P 2 2 2 SWPP722 S W P P 6 5 5 SWPP4501 SWPP1302 SWPP1738 S W P P 1 7 1 2 SWPP5343 S W P P 1 6 1 0 SWPP777 SWPP1342 S W P P 9 9 3 SWPP1998-1 S W PP1483 S W P P 1 6 2 9 SWPP1588 S W P P 6 3 1 S W P P 6 7 7 S W P P 1 0 1 4 S W P P 1 9 1 8 S W P P 2 6 0 3 S W P P 2 0 5 Link_92 SWPP238 S W PP 127 SWPP3637 S W P P 1 0 5 0 SWPP 557 S W P P 9 5 0 S W P P 1 0 2 5 S WPP 1701 SWPP451 SWPP3118 S W P P 1 2 8 4 SWPP792 S W P P 2 8 0 4 S WPP 3507 S W P P 2 2 9 S W P P 8 3 9 SWPP1282 SWPP3370 S W P P 9 4 3 S W P P 1 7 5 3 SWPP773 SWPP663 SWPP2814 S W P P 1 4 1 2 S W P P 9 7 0 S W P P 1 1 3 2 S W P P 3 5 9 0 S W P P 9 4 9 S W P P 1 5 9 8 SWPP2129 S W P P 1 4 48 S W P P 2 4 9 3 SWPP3498 S W P P 4 2 0 SWPP1305 S W P P 2 8 3 S W P P 4 7 0 0 SWPP2100 SWPP1040 SWPP649 S W P P 1 3 3 2 S W P P 1 4 7 8 REGNART27 S W P P 9 4 8 SWPP999 SWPP1142 SWPP1144 SWPP660 S W P P 5 9 S W P P 5 0 1 0 SWPP1066 SWPP482 SWPP 195 S W P P 1 0 4 1 SWPP1195 Link_5 S W P P 4 4 9 8 SWPP 4101 S W P P 1 9 3 7 SWPP1200 S W P P 5 3 8 4 SWPP70 SWPP197 S W P P 1 4 2 0 S W P P 2 0 9 7 SWPP2031 SWPP3144 S W P P 4 2 1 4 SWPP4769 SWPP1030 S W P P 9 8 4 S W P P 5 1 6 3 SWPP5596 SWPP2638 SWPP292 SWPP1146 S W P P 2 5 5 S WPP 3038 SWPP1673 S W P P 7 9 7 S W P P 5 4 1 SWPP1535 S D M P 4 S W P P 1 4 7 3 S W P P 6 2 7 SWPP3062 S W P P 3 5 5 1 S W P P 1 6 4 9 SWPP2159 S W P P 1 7 7 0 S W P P 2 8 3 8 SWPP1031 SWPP1180 S W P P 2 7 9 3 SWPP1716 SWPP2021 S W P P 1 7 6 3 SWPP1680 SWPP1661 SWPP1666 SWPP414 S W P P 1 0 8 7 S W P P 5 4 4 2 S W P P 4 2 2 2 SWPP1547 S W P P 1 0 6 3 SWPP681 SWPP215 S W P P 9 9 4 SWPP1952 S W P P 3 0 5 6 SWPP6141 S W P P 2 0 3 3 S W P P 4 9 7 2 Link_71 SWPP4221 S W P P 2 8 9 S W P P 7 3 SWPP396 S W P P 1 6 7 5 SWPP1662 SWPP407 S W P P 497 SWPP 563 S W P P 3 1 9 5 S W P P 4 4 9 7 SWPP1831 S D M P 3 S W P P 2 0 5 8 SWPP1699 SWPP2023 S W P P 1 4 8 1 SWPP723 SWPP806 SWPP1135 S W P P 2 88 S W P P 5 2 9 2 8 0 _D I T C H 1 S W P P 1 2 0 S W P P 2 7 7 SWPP647 S W P P 1 6 4 0 S WPP 1349 S W P P 1051 SWPP455 S W P P 1 9 2 2 SWPP3564 S W P P 4 2 4 9 S W P P 6 7 SWPP1551 S W P P 4 0 5 S W P P 3 2 3 S W P P 1 2 8 6 SWPP875 SWPP1343 S W P P 1 2 1 9 SWPP637 S D M P _W O L 1 2 S W P P 1 3 9 8 S W P P 1 0 2 1 S W P P 2 0 5 6 S W P P 46 1 S W P P 6 8 5 SWPP661 SWPP2316 S W P P 1 8 6 1 SWPP200 SWPP1617 S W P P 3 5 5 5 S W P P 3 0 2 3 S W P P 1 4 7 1 S W P P 1 9 5 4 SWPP3013 S W P P 9 7 9 S W P P 4 2 5 2 SWPP1382 S W P P 1 9 5 1 S W P P 1 8 7 S W P P 5 6 3 1 SWPP3886 SWPP241 S W P P 1 7 8 0 S W P P 5 2 0 Link_86 SWPP730 SWPP1621 S W P P 1 3 4 8 S W P P 2 8 4 2 SDMP5 S W P P 1 0 8 0 SWPP4284 SWPP1645 SWPP466 S W P P 4 2 9 4 S W P P 1 1 3 0 SWPP71 SWPP651 SWPP4274 SWPP654 SWPP1418 280_DITCH3 SWPP8 S W P P 1 4 6 4 SWPP1380 S W P P 1 3 2 0 S W P P 1 6 7 7 S W P P 5 7 4 S W P P 1 2 3 SWPP503 SWPP1491 SWPP1930 SWPP3353 SWPP2505 SWPP1800 SWPP613 SWPP1782 S W P P 1 0 S W P P 6 3 8 SWPP734 S W P P 5 4 4 4 SWPP1410 S W P P 1 2 0 2 SWPP4277 SWPP1409 SWPP1321 SWPP1801 S W P P 1 4 5 9 SWPP1037 S W P P 1 0 7 SWPP1346 SWPP349 SWPP1597 SWPP1660 SWPP846 SWPP5531 SWPP1411 S W P P 2 1 2 7 S W P P 1 5 5 4 SWPP1008 SWPP2839 SWPP2845 S D M P _S J 1 SWPP227 S W P P 1 5 5 5 S W P P 3 2 2 SWPP1176 S W P P 1 6 8 8 SWPP296 S W P P 6 2 1 S WP P 8 0 8 S W P P 9 8 0 SWPP889 SWPP1799 SWPP3246 SWPP286 S W P P 1 5 4 1 SWPP279 S W P P 1 9 1 0 SWPP675 SWPP179 SWPP1622 S W PP5632 SWPP4150 S W P P 3 4 0 0 SWPP465 S W P P 3 5 6 9 S W P P 2 3 2 8 S W P P 1 6 7 4 S W P P 1 4 5 8 S W P P 1 8 2 5 S W P P 6 3 5 SWPP1739 SWPP1020 SDMP_HOM4 S W P P 2 3 0 4 S W P P 1 7 1 5 S W P P 1 6 0 8 S W P P 8 7 2 S W P P 1 1 7 0 SWPP484 SWPP544 S W P P 2 2 4 0 SWPP1009 S W P P 1 5 8 5 SWPP43 S W P P 2 7 8 S W P P 9 5 1 SWPP272 SWPP1344 S W P P 3 9 2 3 S W P P 1 9 2 8 S W P P 4 4 S W P P 5 2 3 S W P P 7 0 6 SWPP249 S W P P 8 9 1 S W PP109 SWPP2079 S W P P 1 3 2 5 SWPP1184 S W P P 8 2 SWPP425 S W P P 7 1 8 SWPP1264 S W P P 1 7 4 9 SWPP1347 SWPP4509 SWPP585 S W P P 9 0 9 S W P P 4 1 1 1 SWPP304 SWPP207-1 SWPP1668 S W P P 1 5 4 9 S W P P 287 S W P P 2 0 3 S W P P 3 8 9 5 S W P P 1 8 8 4 S D M P _W O L 3 SWPP1667 SWPP1092 S W P P 6 1 8 SWPP4974 SWPP3435 SWPP464 SWPP952 SWPP953 SWPP3063 S W P P 3 5 2 6 S W P P 6 3 9 S W P P 1 6 5 8 S W P P 1 0 6 SWPP1659 S W P P 1 0 7 8 S W P P 4 2 4 S W P P 1 4 7 9 S W P P 6 7 1 SWPP2767 S W P P 1 2 4 9 S W P P 9 2 3 S W P P 2 1 2 6 SWPP590 S W P P 1 0 7 7 S W P P 4 6 7 SWPP1059 S W P P 8 4 7 S W P P 1 2 4 5 S W P P 5 6 2 S W P P 6 7 3 S W P P 4 5 8 1 S W P P 8 6 7 S W P P 7 9 0 SWPP2060 SWPP217 S WPP3543 SWPP793 SWPP828 S W P P 3 2 0 S W P P 4 2 6 6 S W P P 6 2 6 S W P P 5 3 5 SWPP844 S W P P 9 7 2 SWPP556 SWPP207-2 SWPP3432 S W P P 1821 SWPP3459 S W P P 4 7 3 S W P P 1 5 9 2 SWPP1546 SWPP774 S W P P 5 3 6 S W P P 1 4 7 5 S W P P 1 2 8 1 SWPP834 SWPP1457 S W P P 5 9 2 SWPP427 S W PP 1300 SWPP1057 SWPP555 S W P P 6 3 6 SWPP4262 SWPP1466 S W P P 9 3 0 SWPP3355 SWPP2093 S W P P 1 9 1 2 SWPP1138 SWPP2098 S W P P 1 7 1 1 S W P P 1 9 1 1 S W P P 1 1 6 0 SWPP2836 S W P P 2 6 0 SWPP1238 SWPP1943 S W P P 1 0 7 6 SWPP4911 S W P P 1 7 5 5 SWPP1265 S W P P 5 7 5 S W P P 9 0 8 S W P P 6 9 9 S W P P 7 9 5 S W P P 1 5 9 6 S W P P 1 0 6 2 SWPP1793 SWPP1419 S W P P 1 9 2 1 S W P P 1 7 6 6 S W P P 1 0 9 5 SWPP526 S W P P 1 0 5 3 SWPP1422 S W P P 4 2 2 8 SWPP794 S W P P 1 5 5 2 SWPP1626 SWPP662 S W P P 1 7 5 4 S W P P 3 3 4 5 SWPP946 S D M P _W O L 4 SWPP118 S W P P 2 9 8 1 S W P P 3 6 1 7 S W P P 1 5 1 2 S W P P 6 8 4 S W P P 8 5 8 S W P P 2 8 0 SWPP3143 S W P P 9 2 4 S W P P 1 2 6 0 SWPP589 S W P P 8 0 2 SWPP2073 SWPP1767 S W P P 1 0 9 4 S W P P 1 2 2 7 SWPP2794 S WPP1192 S W P P 1 0 7 9 S W P P 5 3 1 S WPP3074 SWPP 913 S W P P 8 3 S W P P 5 5 7 3 SWPP1293 SWPP1044 SWPP1438 SWPP1372 S W P P 1 4 2 1 SWPP182 S W P P 1 2 5 0 S W P P 4 2 2 0 SWPP1182 SWPP1237 SWPP1789 S W P P 9 6 SWPP689 S W P P 4 2 3 7 S W P P 2 1 3 0 S W P P 1 7 9 8 S W P P 3 1 0 SWPP3121 S W P P 2 6 1 S W P P 1 0 7 4 S W P P 5 4 9 S W P P 3 1 7 9 S W P P 2 5 4 SWPP3585 S W P P 8 4 8 S W P P 1 8 0 3 S W P P 1 6 2 5 S W P P 1 0 1 1 S W P P 5 8 4 S W P P 9 7 3 SWPP878 S W P P 1 0 8 5 S W P P 9 6 7 S W P P 1 7 4 1 S W P P 5 6 0 8 SWPP183 S W P P 1 7 9 0 S W P P 3 5 8 2 SWPP317 S W P P 95 5 S W P P 4 2 0 2 S W P P 6 1 7 S W P P 2 6 5 SWPP 695 S W PP 3072 SWPP1369 SWPP1519 S W P P 4 2 8 3 S W P P 1 8 0 2 SWPP1997 S W P P 5 S WPP3073 S W P P 5 4 1 8 SWPP2267 S W P P 4 2 7 2 S W P P 5 8 1 SWPP877 S W P P 7 5 7 S W P P 1 2 2 8 SWPP457 SWPP2506 S W P P 5 5 9 S W P P 7 7 6 SWPP234 SWPP843 SWPP1148 SWPP1752 S W P P 7 3 2 SWPP2119 S W P P 1 9 1 5 S W P P 3 3 5 1 S W PP110 S W P P 1 8 3 7 SWPP1178 SWPP1532 SWPP1417 S W P P 3 1 3 4 S WP P 4 6 SWPP1672 S W P P 1 8 8 SWPP3199 S W P P 1 0 9 8 SWPP1102 S W P P 1 1 0 0 SWPP4267 SWPP947 S W P P 1 8 4 9 SWPP899 S W P P 1 4 7 2 SWPP1648 S W P P 1 2 1 8 S W P P 2 7 6 SWPP1851 S W P P 4 2 3 4 SWPP1768 S W P P 2 3 5 S W P P 4 0 4 SWPP1480 SWPP1322 S W P P 1 7 6 9 SWPP2090 S W P P 1 7 0 8 S W P P 1 7 5 0 S W P P 4 0 1 4 S W P P 3 0 1 7 S W P P 3 2 5 1 S W PP 2585 S W P P 1 7 8 1 S W P P 1 2 8 8 S W P P 6 6 4 SWPP1013 S W P P 5 8 2 SWPP1785 S W P P 6 2 4 SWPP213 S W P P 2 1 1 S W P P 7 4 SWPP813 SWPP1015 SWPP5568 S W P P 1 0 8 8 S W P P 9 8 3 SWPP1443 SWPP6983 SWPP1784 SWPP2977 SWPP1775 S W P P 1 8 8 3 S W P P 1 6 0 7 SWPP1099 SWPP378 S W P P 9 0 SWPP817 SWPP4490 SWPP1016 S W P P 1 5 5 3 S W P P 8 7 1 280_DITCH9 S W P P 1 7 1 0 SWPP24 S W P P 2 0 4 8 Link_24 SWPP505 S W P P 1 6 2 4 S W P P 5 8 3 SWPP1312 S W P P 2 0 2 SWPP784 S W P P 4 5 0 0 S W P P 2 2 5 6 S W P P 1 2 3 0 S W P P 3 0 3 4 S W P P 1 1 9 S W P P 8 8 7 SWPP1805 S W P P 5 4 2 9 S W P P 3 1 7 5 S W P P 1 0 1 9 S W P P 1 6 6 3 SWPP1168 SWPP1783 SWPP632 SWPP1153 S W P P 2 5 2 9 SWPP1944 SWPP6139 S W P P 1 6 0 0 SWPP483 SWPP1075 S W P P 1 6 7 6 S W P P 1 2 1 1 SWPP2018 SWPP1179 SWPP445 S W P P 1 0 1 7 S W P P 4 9 4 1 S W P P 1 0 6 8 S W P P 4 2 9 S WPP1428 SWPP2061 S W P P 1 7 1 4 S W P P 2 9 0 1 SWPP789SWPP518 SWPP721 SWPP1613 SWPP3732 SWPP491 S W P P 4 1 6 SWPP486 S W P P 1 2 7 5 S W P P 1 6 2 3 S W P P 9 8 1 S W P P 4 2 5 1 SWPP791 SWPP1927 SWPP275 S WPP1191 SWPP17 S W P P 2 0 8 1 SWPP2012 SWPP81 S W P P 3 1 8 0 SWPP935 SWPP2000 SWPP428 S W P P 1 0 8 6 S W P P 1 1 3 7 SWPP145 S W P P 1 6 4 3 SWPP5541 SWPP1376 S W P P 7 7 8SWPP705 S W P P 3 0 8 7 SWPP273 SWPP936 SWPP3793 SWPP66 S W P P 5 7 6 S W P P 1 0 9 0 S W P P 5 1 3 4 SWPP72 SWPP3388 SWPP942 SWPP1183 SWPP539 SWPP2029 S W P P 3 3 4 9 S W P P 1 3 7 4 S W P P 1 0 4 5 SWPP214 S W P P 1 1 0 3 S W P P 1 7 7 1 SWPP1899 S W P P 1 6 8 6 SWPP1891 S W P P 1 5 9 3 SWPP504 S W P P 8 6 6 S W P P 1 6 8 7 S W P P 4 9 8 7 SWPP379 SWPP1141 SWPP251 SWPP842 SWPP816 SWPP1143 REGNART21 S W P P 1 7 7 2 S W P P 1 6 1 2 SWPP1897 SWPP608 S W P P 2 2 1 S W P P 6 SWPP 914 S W P P 3 2 5 S W P P 1 0 1 8 S W P P 8 6 8 S W P P 3 5 7 1 S W P P 1 1 7 4 SWPP3040 SWPP186 R E G NA R T23 SWPP3385 S W P P 1 7 9 5 SWPP1378 S W P P 6 4 5 L i n k _2 5 S W P P 1 2 1 S W P P 2 4 9 2 S W P P 1 2 2 SWPP1377 S W P P 2 0 8 0 S W P P 1 0 4 2 SWPP1934 SWPP853 SWPP3101 SWPP219 S W P P 5 0 3 9 SWPP876 SWPP14 SWPP688 S W P P 5 4 4 7 Link_102 SWPP2019 R E G N A R T 1 6 SWPP1788 SWPP3099 SWPP850-2 S W P P 2 7 4 6 S W P P 2 4 8 2 S W P P 1 1 0 5 SWPP268 SWPP3265 S W P P 4 9 8 5 SWPP1580 SWPP2049 SWPP1379 SWPP885 S W P P 3 4 9 5 SWPP4508 S W P P 3 1 1 5 S W P P 1 8 0 6 SWPP267 SWPP426 SWPP4495 S W P P 5 5 3 SWPP1595 S W P P 9 0 4 S W P P 3 0 2 8 S W P P 1 6 2 8 SWPP1339 SWPP2059 280_DITCH5 SWPP717 SWPP542 280_DITCH8 S W P P 6 7 2 S W P P 9 4 1 S W P P 5 6 0 SWPP892 Link_91 Link_65 S W P P 1 1 1 1 S W P P 2 4 9 9 S W P P 2 0 8 8 S W P P 1 9 9 6 SWPP2008 SWPP54 SWPP969 SWPP3154 S W P P 1 1 0 4 SWPP3581 S W P P 9 4 SWPP2501 R E G N A R T 5 R E G N A R T 1 9 SWPP1368 S W P P 4 0 3 S W P P 1 2 9 2 SWPP594 S W P P 7 5 2 S W P P 1 0 6 1 SWPP968 SWPP922 SWPP932 S W P P 2 0 9 1 S W P P 9 9 8 SWPP314 SWPP607 SWPP240 S W P P 5 7 0 8 SWPP1365 S W P P 6 5 6 REGNART22 SWPP1223-1 S W P P 2 9 5 S W P P 1 1 7 2 SWPP4268 SWPP753 S W P P 3 5 3 4 SWPP3109 Link_73 SWPP4114 SWPP3597 S W P P 1 3 7 1 S W P P 3 1 0 6 S W P P 1 3 4 5 SWPP318 Link_30 SDMP_SJ7 SWPP1367 SWPP410 SWPP3331 S W P P 1 4 7 6 REGNART12 L i n k _6 2 SWPP1366 SWPP2795 S W P P 1 3 6 4 SWPP2030 SWPP 911 SWPP2720 S W P P 1 6 1 1 S W P P 8 9 5 REGNART11 SWPP915 S W P P 1 7 5 7 280_DITCH6 S W P P 1 7 5 8 R E G N A R T 2 R E G N A R T 2 0 SWPP1633 SWPP798 Lin k_ 60 SWPP3123 S W P P 1 1 5 2 SWPP719 SWPP55 SWPP79 SWPP5715 S W P P 3 5 9 6 SWPP934 SWPP937 SWPP3097 SWPP799 SWPP3107 SWPP1776 Lin k _ 5 4 SWPP2494 SWPP 910 280_DITCH9-1 SWPP1637 SWPP3795 SWPP3250-3 280_DITCH11 Link_34 280_DITCH14 S D M P _S J 5 S D M P _S J 6 SDMP_SNV2 280_DITCH18 SWPP758SWPP758 SWPP5409 SWPP4627 SWPP3269 SWPP2190-1 SWPP1307 SWPP6142 SWPP5323 SWPP5414 Link_67Link_61 SWPP3075 SWPP5490 SWPP4884 SWPP3511 SWPP4766 SWPP5521 SWPP604 SWPP1792 SWPP5178 SWPP1689 SWPP5545 SWPP2141Link_7 SWPP5189 SWPP4879 SWPP939 SWPP938SWPP5086 SWPP3717 SWPP2291 SWPP2522 SWPP184 SWPP5567 SWPP4044 SWPP3737 SWPP1925 SWPP3417 SWPP5459 SWPP8993 SWPP2607 SWPP1852 SWPP1929 SWPP3406 SWPP111 SWPP2051 Link_12 Link_21 Link_3 SWPP2890 Link_57Link_58 SWPP2961 SWPP1984 SWPP3806 SWPP5112 SWPP5664 SWPP3019 SWPP1453 SWPP2145 SWPP4675 SWPP5575 SWPP916 SWPP896 SWPP1052-2 SWPP566-2 SWPP1240SWPP1267 SWPP2036 SWPP5635 SWPP3202 SWPP3697 SWPP4902 SWPP3623 SWPP2411 SWPP1679SWPP1333 SWPP1326 SWPP4838 SWPP5696 SWPP5540 SWPP2799 SWPP3367 SWPP3763 SWPP2124 SWPP5481 SWPP1340 SWPP1243 Link_83 SWPP1490 SWPP2275 SWPP5271 SWPP650 SWPP1543 SWPP1681 SWPP1682 SWPP4213 SWPP1070 SWPP3339 SWPP894 SWPP1331 SWPP1896 SDMP_WOL8SDMP_WOL7 SWPP3434 SWPP2602 SWPP1127 SWPP471 SWPP2027 SWPP1266 SWPP644 SWPP3080 SDMP_HOM6 SWPP282 SWPP2 SWPP1920 SWPP646 SWPP4229 SWPP7783 SWPP1358 SWPP3480 SWPP538 SWPP1986 SWPP3958 SWPP841 SWPP60 SWPP356 SWPP2864 SWPP5169 SWPP1578 SDMP_HOM3 SWPP1069 S W P P 5 1 9 1 Esri, HERE, Garmin, © OpenStreetMap contributors, and the GIS user community 2018 Storm Drain Master PlanExisting Model Links Model Links Model Nodes City Limits ± 0 3,000 6,0001,500 Feet Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) SWST4459 348.3 348.8 352.6 SWST1179 351.3 352.2 359.6 SWST1180 351.5 352.9 360.4 SWST1178 351.7 353.3 361.8 SWST1177 352.7 354.2 360.6 SWST1176 353.1 354.4 360.0 SWST1174 353.3 354.5 360.0 SWST1173 353.3 354.7 359.9 SWST1144 353.3 355.0 359.9 SWST1142 354.7 355.9 362.8 SWST1141 355.3 356.7 362.8 SWST1140 355.6 356.8 361.7 SWST4526 355.9 357.0 362.3 SWST1137 356.3 357.2 362.8 SWST195 356.6 358.6 363.2 SWST196 359.7 361.2 365.7 SWST1152 361.0 363.1 367.5 SWST200 360.8 361.2 369.1 SWST1155 362.5 363.4 368.0 SWST1151 371.7 372.2 379.0 SWST199 366.2 366.2 372.7 SWST4293 368.2 369.6 373.6 SWST198 366.9 366.9 371.3 SWST4294 373.5 373.5 377.5 SWST197 371.8 371.8 375.8 SDMP_OF3 265.2 265.2 270.4 SWST4877 261.8 263.3 273.0 SWST4879 262.2 263.3 274.0 SWST4880 266.4 266.5 278.2 SWST4881 268.7 268.8 282.5 SWST4882 270.0 270.0 283.7 SWST4883 271.1 271.1 285.0 SWST4884 272.8 272.8 286.9 SWST4885 277.6 277.6 287.5 SWST4886 278.8 278.8 289.9 SWST4889 279.9 280.0 285.6 SWST4888 280.6 280.6 285.6 SDMP_MHSJ2 275.2 279.0 282.8 SDMP_MHSJ1 273.9 275.9 281.4 SWST202 272.7 273.3 280.4 SWST4896 264.6 266.7 278.1 SWST205 277.4 277.4 285.5 SWST203 262.4 265.3 272.1 SWST4895 255.3 257.6 266.4 SWST3911 279.6 279.7 287.2 SWST3966 270.3 276.1 277.7 SWST4890 257.0 259.1 264.2 SWST4893 250.5 253.4 260.5 SDMP_MHSJ3 260.9 260.9 269.5 SWST3908 281.8 281.8 290.1 SWST3914 271.8 278.2 279.5 SWST4894 253.2 254.5 262.0 SWST4892 245.2 246.2 257.0 SWST3909 283.3 283.3 291.3 SWST29820 276.3 282.2 279.3 SWST4891 243.3 244.3 257.0 SWST4606 286.0 286.0 290.7 SWST3778 290.1 290.1 294.6 Existing Nodes Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 1 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST6333 257.0 266.7 263.4 SWST5935 257.8 267.9 265.0 SWST3971 256.6 271.5 270.4 SWST3972 255.5 271.0 268.8 SWST3973 254.8 269.8 267.9 SWST3974 254.5 269.4 267.1 SWST3975 253.6 269.0 267.0 SWST3983 253.6 268.4 267.3 SWST3976 252.6 267.2 267.0 SWST3977 250.4 263.9 266.4 SWST3932 250.0 258.4 265.6 SWST3954 249.4 257.4 257.2 SWST4619 249.3 253.4 256.5 SWST4618 249.1 252.7 255.9 SWST232 248.9 251.5 256.8 SWJT158 248.0 250.8 255.9 Node_40 247.9 251.1 256.8 N_REGNART1 238.0 240.6 246.0 SWST3955 248.2 251.0 256.1 SWST3957 246.8 251.9 254.4 Node_46 249.9 250.8 258.3 Node_41 248.5 251.1 256.9 SWST1313 228.7 231.3 237.7 SWST4620 247.9 251.8 253.2 Node_48 228.6 231.3 237.7 SWST1351 233.3 233.8 236.2 SWST3964 249.8 251.8 252.8 SWST1343 228.2 230.9 237.6 SWST1344 227.9 230.7 237.6 SWST1341 232.1 234.6 236.5 SWST1181 225.7 228.8 235.5 SWST1348 231.5 233.8 237.0 SWST4977 232.4 236.9 237.0 SWST1359 223.1 225.9 232.4 SWST1327 228.1 229.4 232.3 SWST1347 231.8 235.3 236.8 SWST1342 233.7 240.1 238.9 SWST1356 221.2 224.7 230.7 SWST29001 227.8 231.4 231.8 SWST1326 228.7 231.4 233.1 SWST1329 228.2 229.4 231.6 SWST1350 234.7 239.7 238.9 SWST1357 224.5 226.9 232.9 Node_47 221.1 223.3 231.5 SWST1360 228.0 232.0 232.7 SWST1325 229.1 234.2 233.2 SWST29002 235.5 241.2 239.4 SDMP_MH24 234.4 235.3 241.4 SWST1358 227.3 228.9 232.9 SWST1322 230.6 236.1 234.5 SWST3951 235.6 240.0 240.3 SWST3952 234.8 235.3 241.8 SWST3953 230.1 231.6 235.6 SWST3844 232.2 237.6 236.1 SWST3950 236.9 241.7 241.2 SWST3025 317.1 324.3 322.5 SWST3026 313.8 320.0 320.0 SWST3027 310.7 317.5 316.5 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 2 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST3028 308.8 315.1 314.5 SWST3029 304.3 310.2 309.9 SWST3030 302.9 306.5 310.2 SWST3052 301.9 303.1 309.2 SWST3053 300.0 300.8 307.7 SWST4674 275.9 280.8 279.2 SWST23264 273.6 278.0 279.2 SWST3329 272.0 276.1 282.7 SWST3330 267.9 272.2 277.6 SWST3519 266.0 270.0 271.4 SWST38317 339.3 346.0 352.3 SWST38320 336.4 343.9 347.3 SWST38322 336.0 343.8 346.1 SWST38325 334.0 343.0 344.8 SWST38315 333.3 342.2 344.7 SWST38311 331.4 340.8 341.9 SWST38310 330.5 340.1 341.3 SWST38308 329.6 338.9 340.9 SWST38305 328.0 338.5 341.5 SWST38303 326.7 337.9 340.6 SWST38302 326.5 337.7 339.7 SWST38301 326.0 337.4 339.2 SWST2808 327.7 337.0 341.1 SWST4797 327.7 335.8 339.5 SWST5060 338.0 338.0 341.0 SWST2839 327.5 335.2 338.8 SWST2838 327.6 333.7 338.2 SWST2837 326.9 333.1 337.2 SWST2840 326.5 332.7 337.1 SWST2807 327.6 328.6 331.8 SWST2841 326.8 332.7 337.4 SWST2806 328.3 328.9 333.5 SWST2153 315.0 318.6 334.8 SWST2843 327.9 333.0 332.9 SWST1700 323.3 324.0 328.8 SWST2805 328.7 330.4 333.6 SWST1705 314.5 318.1 337.7 SWST1702 315.2 318.6 334.2 SWST2842 329.3 333.8 335.4 SWST1701 316.2 318.6 328.9 SWST2984 323.9 326.4 328.8 SWST2804 329.0 331.4 335.2 SWST1704 313.5 317.2 337.0 SWST2844 331.1 333.9 332.9 SWST3006 330.2 333.8 334.4 SWST2986 323.2 323.3 328.8 SWST2983 324.1 327.4 330.0 SWST2803 330.3 331.9 336.6 SWST4559 329.5 329.9 336.3 SWST1703 311.4 312.5 321.4 SWST1699 316.7 322.9 330.3 SWST2982 324.3 327.6 329.8 SWST2991 329.9 332.3 337.8 SWST4560 330.0 331.1 334.5 SWST4565 330.7 330.7 337.3 SWST1709 289.7 292.8 301.3 SWST1698 318.0 322.9 327.8 SWST2973 324.5 328.1 329.7 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 3 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST2802 330.2 332.5 337.8 SWST4563 330.3 331.0 334.7 SWST1708 287.6 292.6 297.1 SWST1697 319.3 322.9 328.6 SWST2975 325.0 328.3 329.7 SWST2801 331.7 332.9 337.7 SWST4564 330.9 331.0 334.9 SWST1706 281.4 291.9 300.3 SWST40003 318.6 321.3 324.3 SWST40004 319.9 322.9 329.7 SWST2974 324.8 328.5 329.7 SWST2976 327.0 328.5 333.2 SWST11245 332.2 333.2 337.5 SWST1707 280.6 291.4 297.9 SWST662 317.2 320.5 324.6 SWST40006 321.8 323.5 329.4 SWST4531 324.4 328.8 329.4 SWST2990 332.8 333.2 337.7 SWST1720 280.3 291.0 290.0 SWST2651 317.0 319.3 322.0 SWST628 322.4 323.9 326.1 SWST4536 325.2 329.1 330.3 SWST2654 311.1 314.6 318.2 SWST661 324.0 327.6 328.4 SWST2977 325.6 329.3 330.9 SWST627 315.3 320.7 321.1 SWST2653 310.6 313.9 318.0 SWST2824 325.8 329.6 330.9 SWST626 318.4 326.9 323.5 SWST2949 315.8 320.7 320.0 SWST2950 315.6 320.7 320.2 SWST4867 308.7 312.3 315.8 SWST53 312.1 313.9 317.7 SWST2978 325.9 329.8 331.4 SWST3649 320.1 326.8 324.5 SWST4868 308.3 311.8 314.1 SWST2981 326.7 330.3 332.7 SWST3648 321.0 326.8 327.1 SWST2942 303.1 308.7 312.8 SWST2652 308.2 311.8 314.4 SWST2980 328.9 334.1 333.9 SWST3647 321.3 326.8 328.1 SWST2657 302.3 308.7 311.3 SWST2658 304.7 308.7 314.9 SWST2979 333.8 338.1 338.3 SWST2655 299.0 308.6 307.3 SWST2944 312.6 313.6 323.1 SWST4698 307.1 308.7 314.8 SWST2972 337.3 339.4 341.0 SWST4762 336.1 341.1 340.6 SWST2656 298.7 308.6 307.0 SWST2943 315.4 316.1 323.4 SWST2945 314.5 314.8 325.0 SWST4697 311.7 311.7 317.2 SWST4763 336.6 339.4 341.1 SWST2971 338.8 340.4 343.8 SWST3688 337.3 343.2 342.1 SWST14854 296.2 308.5 304.8 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 4 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST5102 317.7 318.0 325.5 SWST2955 318.9 318.9 321.4 SWST2989 316.1 316.7 326.8 SWST3679 340.5 344.3 345.6 SWST2646 292.4 302.6 301.1 SWST2988 316.3 316.9 327.0 SWST4695 294.1 302.8 299.1 SWST2644 286.9 296.0 295.0 SWST2987 317.6 317.7 327.1 SWST2645 294.4 302.9 300.2 SWST4480 285.8 294.7 294.2 SWST2985 322.3 322.3 328.3 SWST2643 282.7 291.5 291.4 SWST2647 279.1 289.9 288.8 SWST2650 273.1 279.4 281.3 SWST2648 266.1 269.4 275.2 SWST1696 265.9 269.1 275.1 SWST517 269.4 271.3 278.3 SWST2433 264.4 268.0 272.4 SWST535 263.7 266.7 269.9 SWST516 270.7 273.2 279.8 SWST2432 263.7 267.4 271.1 SWST3207 261.6 264.1 269.2 SWST518 272.8 274.8 280.9 SWST2453 263.5 267.8 271.8 SWST2431 262.5 266.3 269.7 Node_28 260.0 262.7 267.3 SWST519 274.8 278.9 282.8 SWST2454 263.7 267.7 270.9 SWST2430 256.1 263.6 262.8 SWST3208 259.5 262.6 267.5 SWST520 275.4 279.8 283.6 SWST2455 266.3 267.7 271.4 SWST15256 254.7 262.0 261.5 SWST1713 263.1 265.3 268.5 SWST1711 259.3 261.9 267.1 Node_1 277.5 281.3 284.6 SWST38495 251.2 259.6 259.2 SWST1712 268.5 268.5 273.8 SWST1571 265.7 266.6 270.0 SWST3212 257.5 260.9 265.4 SWST521 279.1 282.9 285.4 SWST354 278.2 283.2 284.1 SWST2428 249.9 258.5 258.5 SWST1714 272.3 272.3 277.8 SWST3210 266.2 268.3 270.8 SWST3211 261.1 265.5 267.3 SWST2695 256.0 259.9 265.0 SWST3856 281.2 288.1 286.7 SWST532 280.8 287.3 285.3 SWST2429 243.1 251.6 253.2 SWST1573 268.8 274.1 273.5 SWST3216 267.2 272.9 272.1 SWST4942 255.9 259.6 265.6 SWST3857 283.2 287.8 285.9 SWST4003 237.1 245.8 246.2 SWST2690 270.9 274.1 274.9 SWST3215 269.4 272.9 273.8 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 5 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST355 255.5 259.2 265.1 SWST277 284.2 287.9 286.7 SWST4000 234.0 243.9 242.7 SWST2661 270.0 272.9 273.1 SWST2659 253.6 257.1 264.2 SWST360 260.1 261.5 264.6 SWST4036 232.7 242.9 241.2 SWST2055 251.6 254.9 262.1 SWST3213 260.0 262.0 265.8 SWST4001 230.6 241.2 239.1 SWST2056 249.0 252.6 257.2 SWST3214 262.8 264.9 267.7 SWST4002 228.6 239.8 237.9 SWST821 247.1 250.3 255.1 SWST3217 267.3 268.7 272.2 SWST3992 228.0 239.3 238.0 SWST822 244.7 249.7 253.4 SWST3218 269.0 269.0 275.7 SWST3999 226.7 235.6 237.9 SWST3991 231.0 240.0 238.5 SWST1722 244.4 248.9 252.8 SWST356 270.0 270.0 273.8 SWST4005 230.5 235.0 236.4 SWST3998 226.0 234.6 235.2 SWST3989 233.0 241.0 241.7 SWST1904 241.9 245.2 251.0 SWST4006 230.7 233.6 236.3 SWST4024 232.1 235.1 235.6 SWST3997 224.1 233.7 233.0 SWST4014 230.0 234.6 233.3 SWST3988 233.5 242.0 242.1 SWST1903 242.5 245.1 251.8 SWST2053 239.6 243.8 246.1 SWST4004 231.3 232.8 235.8 SWST3996 222.9 231.6 231.3 SWST26566 234.9 242.0 240.8 SWST3990 245.5 255.8 253.8 SWST2054 239.6 241.6 245.7 SWST1906 237.7 241.5 244.2 SWST5107 230.2 231.4 235.8 SWST4025 232.8 232.8 234.9 SWST3995 221.3 230.1 229.0 SWST3987 235.3 241.8 239.7 SWST3986 236.0 242.2 242.1 SWST2426 251.0 259.6 258.9 SWST1907 238.6 240.4 243.9 SWST1908 233.3 237.8 239.8 SWST4026 227.3 228.7 235.9 SWST3994 219.5 228.0 226.7 SWST4010 226.7 230.8 228.0 SWST26965 238.1 241.8 241.0 SWST2427 252.6 260.6 258.2 SWST304 232.4 236.8 241.6 SWST305 233.0 237.3 241.6 SWST2888 225.8 227.7 234.8 SWST3993 219.6 227.1 226.4 SWST26969 238.1 241.7 240.6 SWST2423 256.0 263.1 261.6 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 6 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SDMP_DITCH1 232.6 237.4 241.6 Node_96 232.1 234.3 241.2 SWST2889 223.7 226.6 237.5 SWST3984 216.0 224.3 223.7 SWST4008 237.9 241.8 240.0 SWST2425 260.5 267.3 265.3 SWST3533 239.2 242.1 246.0 SWST2902 222.9 226.5 236.0 SWST2553 214.2 221.5 220.6 SWST29409 219.6 224.1 221.7 SWST4039 220.1 224.3 222.8 SWST2424 263.2 268.8 268.3 SWST3528 243.9 245.6 250.9 SWST2544 243.1 244.5 247.3 SWST2903 222.2 226.3 233.9 SWST2552 212.5 219.8 218.5 SWST4832 246.7 248.8 254.6 SWST842 247.0 247.6 252.3 SWST846 243.5 244.8 248.3 SWST2887 226.6 231.1 231.3 SWST2797 220.0 226.0 230.2 SWST2555 213.0 219.7 218.3 SWST513 212.9 220.1 218.0 SWST2551 212.4 217.2 218.0 SWST4834 253.6 253.9 257.9 SWST841 249.9 251.1 256.2 SWST3532 248.3 250.2 251.5 SWST845 244.8 250.0 249.2 SWST323 226.8 231.5 230.2 SWST2920 229.1 231.1 233.1 SWST2796 217.6 225.7 226.6 SWST2886 223.1 226.1 227.0 SWST2416 214.1 219.7 217.5 SWST2414 213.5 218.7 216.0 SWST515 213.7 220.6 219.2 SWST2550 209.3 215.7 214.8 SWST1965 253.9 255.3 260.2 SWST840 251.3 255.9 255.6 SWST843 248.3 251.6 252.1 SWST29408 230.8 231.5 234.0 SWST2795 216.4 225.5 223.7 SWST2596 223.4 226.1 226.0 SWST2417 214.5 219.9 217.6 SWST514 214.3 221.2 220.1 SWST2564 215.2 220.6 219.7 SWST2549 206.0 212.5 211.9 SWST1964 256.5 258.5 263.5 SWST839 251.8 257.7 258.7 SWST844 251.0 252.8 255.0 SWST2794 216.4 221.5 223.4 SWST2787 215.1 220.3 218.5 SWST12 214.9 222.4 221.7 SWST2554 205.5 212.7 212.0 SWST2548 205.5 211.2 211.3 SWST1963 258.9 260.7 263.0 SWST838 253.1 259.1 261.3 SWST2854 219.6 221.5 226.4 SWST2793 215.6 218.4 221.7 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 7 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST2788 216.2 221.3 220.3 SWST13 216.4 222.6 221.3 SWST512 215.1 222.4 222.8 SWST2778 209.6 212.9 214.4 SWST2578 208.2 212.7 211.3 SWST2579 207.3 212.7 210.1 SWST2547 205.1 211.0 210.9 SWST1962 261.0 262.3 268.1 SWST837 254.2 262.7 263.5 SWST2855 219.1 221.3 225.6 SWST344 219.8 221.9 223.0 SWST2792 213.8 217.1 218.4 SWST2866 216.3 221.8 219.8 SWST11 221.1 223.8 224.3 SWST1 210.2 213.2 215.0 SDMP_MH10 204.5 210.5 210.0 SWST1960 263.0 264.5 267.6 SWST836 255.9 265.2 267.1 SWST2387 263.9 264.9 269.5 SWST2594 223.2 224.4 229.1 SWST2856 213.7 216.3 222.1 SWST2871 212.0 217.3 217.9 SWST22064 212.7 216.4 217.8 SWST10 225.3 225.3 229.2 SWST2780 210.3 213.4 215.7 SDMP_MH11 203.2 209.6 208.9 SWST1961 265.6 267.2 271.0 SWST3228 258.6 269.5 269.8 SWST1966 272.5 276.1 275.6 SWST2595 224.6 226.0 233.0 SWST2910 222.5 224.4 225.3 SWST2857 207.4 211.2 219.2 SWST1297 214.7 217.7 218.7 SWST2791 210.4 215.6 216.0 SWST2779 211.9 214.4 217.1 SWST2546 202.3 208.8 208.0 SWST2673 267.6 275.8 276.9 SWST3531 261.1 271.7 273.3 SWST2390 272.1 277.0 276.4 SWST2606 225.8 226.7 228.9 SWST2853 206.8 210.9 216.0 SWST2885 217.5 217.5 222.0 SWST2884 213.1 213.1 217.3 SWST2790 205.1 210.2 210.6 SWST2782 212.6 217.3 218.0 SWST2781 212.1 214.5 216.1 SWST1453 198.6 206.4 204.8 SWST2674 278.0 285.8 283.6 SWST2672 264.0 274.5 277.2 SWST307 272.6 277.4 275.7 SWST2623 205.0 207.6 213.6 SWST2789 204.5 208.5 210.2 SWST2860 206.5 210.3 209.2 SWST2783 213.1 217.4 218.3 SDMP_MH12 197.4 204.0 203.6 SWST1457 199.7 207.5 205.3 SWST645 199.0 206.8 205.1 SWST2675 279.8 285.8 285.8 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 8 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST3227 266.8 276.2 280.5 SWST2745 282.8 283.6 287.8 SWST306 273.5 277.7 279.2 SWST2622 204.2 207.4 215.3 SWST2742 210.7 210.7 215.2 SWST2467 201.5 206.8 207.7 SWST2717 204.7 208.6 209.0 SWST2784 213.7 218.0 218.6 SWST646 196.2 202.7 203.2 SWST507 199.9 204.1 202.8 SWST1452 200.0 207.7 205.6 SWST657 201.8 207.4 208.0 SWST2750 286.7 286.7 290.0 SWST3226 267.2 276.9 279.4 SWST1968 274.8 278.2 279.4 SWST2621 203.7 205.3 211.9 SWST2584 199.9 205.5 206.0 SWST2785 214.1 218.2 218.4 Node_2 195.0 201.5 202.5 SWST658 198.9 202.9 204.6 SWST1460 200.7 208.4 206.2 SWST2776 202.7 208.3 208.3 SWST1300 202.9 207.4 207.5 SWST2677 286.6 286.7 291.0 SWST3225 271.8 279.4 282.2 SWST1298 202.0 203.6 210.1 SWST2465 192.2 204.8 205.2 SWST2583 197.0 203.8 202.5 SWST2786 215.6 218.5 219.6 SWST647 194.9 200.9 202.7 SWST659 198.8 203.0 204.5 SWST1562 202.3 209.3 207.7 SWST2777 204.0 209.2 209.4 SWST2714 204.0 208.3 207.2 SWST2716 204.2 208.3 207.1 SWST2715 203.8 208.3 207.2 SWST2678 287.1 287.1 290.7 SWST3224 277.8 287.1 285.1 SWST285 192.1 194.4 200.3 SWST2466 197.2 202.3 204.0 SWST347 198.6 208.3 207.1 SWST2723 201.0 204.8 204.8 SWST2582 195.4 201.6 199.9 Node_3 194.4 200.4 201.9 SWST2230 198.9 202.4 201.3 SWST505 195.3 200.9 201.6 SWST1466 198.6 203.1 201.7 SWST1561 203.7 210.1 209.8 SWST1433 204.9 209.6 208.9 SWST1229 207.1 212.4 211.8 SWST2752 288.4 288.4 292.4 SWST3223 279.8 287.5 286.6 SWST21665 189.7 191.9 200.1 SWST2169 189.1 193.0 200.8 SWST287 194.3 196.1 199.8 SWST2850 200.2 202.6 204.4 SWST2610 195.3 200.5 200.1 SWST2769 199.9 202.3 202.3 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 9 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST2768 200.5 202.3 202.5 SWST2798 205.7 210.2 209.5 SWST2585 193.6 199.7 197.9 SWST648 191.9 198.3 200.7 SWST1437 206.0 211.1 212.5 SWST1431 204.9 210.8 210.2 SWST234 204.3 210.2 209.6 SWST1299 207.9 212.4 211.1 SWST3222 281.6 288.7 288.9 SWJT86 184.8 187.1 194.9 SWST1936 188.8 193.0 199.7 SWST2799 201.8 206.6 206.1 SWST2851 203.9 203.9 208.5 SWST2612 193.8 198.1 202.0 SWST2620 199.1 204.7 203.5 SWST348 207.6 211.7 211.6 SWST2599 190.6 198.4 196.8 SWST649 191.3 197.7 200.4 SWST1436 206.9 211.6 211.8 SWST1556 206.9 211.4 213.6 SWST1432 205.8 211.7 210.9 SWST1552 204.8 210.2 208.8 SWST3219 283.4 289.5 289.0 SWJT85 183.2 185.6 191.7 SWST2613 192.9 196.2 202.1 Node_98 188.4 190.5 199.2 Node_42 198.0 200.1 204.1 SWST2849 203.7 210.3 208.6 SWST2852 207.6 207.6 213.1 SWST2611 193.6 197.6 202.2 SWST2600 189.8 196.8 195.5 SWST650 191.2 197.3 200.2 SWST1438 207.0 212.1 211.9 SWST1555 207.8 212.0 211.4 Node_11 206.7 211.7 211.8 SWST2664 285.4 290.3 289.0 SWST3465 181.9 184.0 191.1 SWST2800 205.6 210.3 210.4 SWST2883 210.3 210.3 213.6 SWST2601 188.2 195.0 195.7 Node_4 190.2 196.1 200.0 SWST652 191.4 197.4 200.0 SWST651 191.6 197.8 199.7 SWST1428 207.0 211.7 213.1 SWST3417 180.1 183.6 188.1 SWST2603 187.3 194.7 192.3 SWST655 189.7 195.6 200.1 SWST653 191.4 197.5 199.0 SWST814 195.1 200.7 200.1 SWST3416 183.9 187.7 190.3 SWST95 179.0 180.9 187.6 SWST2604 188.0 194.8 193.7 SWST2614 186.7 193.8 191.5 SDMP_LAT1 189.0 194.8 199.4 SWST501 193.7 195.6 198.9 SWST340 195.4 197.7 196.9 SWST654 193.5 197.5 199.4 SWST1564 195.8 201.8 201.0 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 10 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST1565 195.4 200.8 199.9 SWST3414 185.1 188.9 190.6 SWJT1 175.7 177.5 185.7 SWST2704 190.3 195.7 198.4 SWST2729 189.0 194.8 193.2 SWST2602 186.4 193.6 191.3 SWST656 188.8 194.1 199.2 SWST2061 192.2 195.3 196.8 SWST342 192.4 197.9 196.4 SWST1563 195.9 202.2 201.1 SWST3412 187.6 190.9 192.2 SWST2609 191.7 196.8 195.6 SWST2605 194.4 196.5 200.6 SWST2470 182.7 189.2 187.6 SWST641 188.2 192.8 198.6 SWST499 192.9 195.1 197.6 SWST2058 193.3 195.6 199.9 SWST2461 192.4 198.2 196.7 SWST1540 196.6 202.9 201.9 SWST497 197.1 202.3 204.1 SWST3410 189.1 192.9 194.5 SWST4173 179.4 186.6 184.5 SWST640 187.9 192.5 199.0 SWST643 194.3 194.3 198.4 SWST642 194.9 194.9 197.2 SWST2060 192.1 196.0 197.7 SWST2462 194.1 199.3 198.6 SWST1473 197.4 204.4 202.6 SWST1538 197.9 203.2 201.2 SWST1467 198.8 202.5 201.3 SWST3409 191.2 197.8 198.2 SWST4213 176.1 182.8 181.6 SWST633 186.0 191.3 198.6 SWST2463 196.0 200.7 201.0 SWST2707 195.1 199.3 197.7 SWST1471 199.1 206.5 205.0 SWST1476 199.9 206.0 204.0 SWST1539 198.3 203.2 202.1 SWST4956 191.3 198.1 195.5 SWST3408 194.7 199.9 200.6 SWST4214 175.0 181.0 180.8 SWST4242 180.0 185.5 184.5 SWST634 185.0 190.4 198.1 SWST2468 198.1 201.9 202.4 SWST2464 199.1 201.1 203.4 SWST496 200.2 206.6 208.1 SWST1480 201.1 206.7 205.6 SWST4953 192.9 199.2 198.0 SWST3407 194.9 201.1 201.1 SWST4215 174.5 179.2 181.5 SWST4245 175.2 180.4 179.4 SWST4212 181.6 186.7 186.3 SWST636 182.8 189.0 197.5 SWST2469 199.4 202.8 205.8 SWST1548 201.7 206.6 207.0 SWST1479 201.8 206.7 206.2 SWST660 203.3 207.7 208.6 SWST881 194.8 200.8 199.3 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 11 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes Node_102 195.1 201.2 201.3 SWST3406 195.1 201.3 201.6 SWST4216 174.4 178.0 182.5 SDMP_MH6 173.7 179.8 177.5 SWST4172 183.8 188.2 188.7 SWST4176 182.3 186.6 185.0 SWST601 192.5 195.7 197.1 SWST637 181.0 186.3 195.4 SWST591 192.4 193.2 195.3 SWST2713 198.7 202.8 202.7 SWST2712 200.0 203.3 203.2 SWST1547 201.9 206.7 206.1 SWST1478 203.7 206.7 206.0 SWST4951 196.1 201.3 202.0 Node_101 195.8 201.4 202.4 SWST87 195.4 201.3 202.0 SWST4218 173.9 176.8 180.4 SWST4332 169.9 173.3 177.0 SWST4333 175.4 179.8 179.4 SWST2457 187.7 189.6 192.7 SWST4171 186.2 191.5 190.0 SWST602 194.6 201.0 200.0 SWST639 178.0 182.4 191.5 SWST1550 202.4 206.7 206.5 SWST1716 196.4 201.5 205.1 SWST90 196.1 201.5 202.1 SWST4217 174.8 177.0 179.3 SWST4257 171.2 173.7 181.0 SWST4247 173.9 176.8 177.9 SWST4331 170.7 173.3 177.9 SWJT9863 169.6 169.8 177.2 SWST2458 190.4 192.3 196.4 SWST2459 188.5 191.2 192.1 SWST4170 187.8 191.5 192.5 SWST600 196.5 202.4 200.2 SWST2292 172.6 177.3 189.0 SWST592 184.6 185.0 190.6 SWST4949 197.1 201.6 205.8 SWST4950 196.7 201.7 206.9 SWST91 197.2 201.5 204.7 Node_103 198.5 201.5 204.9 SWST4180 178.4 179.4 182.2 SWST284 171.4 173.3 178.4 Node_99 169.0 169.2 178.0 SWST2460 191.3 194.5 195.1 SWST7144 187.6 191.5 191.6 SWST2528 172.3 175.5 188.5 SWST3404 197.2 201.4 203.8 SWST4948 197.2 201.8 206.0 SWST868 196.9 202.1 205.9 SWJT11471 181.5 181.9 190.3 SWST4256 174.1 176.7 178.6 SWST3405 198.3 200.4 201.1 SWST3250 200.6 201.4 203.5 SWST1717 198.1 202.1 206.2 SWST4308 197.9 207.7 206.8 SDMP_MH25 198.0 202.3 206.7 SWST1940 181.5 186.7 190.1 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 12 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST4181 178.2 182.4 182.0 SWST1290 198.5 200.4 202.4 Sunnyvale_104 197.3 198.1 200.6 SWST3403 199.1 202.7 207.1 SWST51180 202.3 209.8 209.9 SWST1715 199.1 203.1 207.9 SWST51008 187.1 188.0 191.6 SWST2608 180.0 185.1 184.1 SWST111 198.5 200.4 202.8 SWST867 199.3 203.2 208.4 SWST2641 204.8 211.5 212.8 SWST2607 183.2 189.9 188.2 SWST141 199.4 200.4 202.9 SWST81 201.0 205.4 205.8 SWST142 199.0 200.4 202.3 SWST83 203.1 208.8 212.2 SWST175 200.5 200.5 202.7 SWST82 203.5 211.8 211.8 SWST176 201.2 201.2 204.0 SWST3402 209.6 216.8 217.4 SWST177 201.5 201.5 205.6 SWST51190 213.1 219.9 219.7 SWST3400 214.6 222.3 220.5 SWST3399 219.3 228.3 225.4 SWST3398 221.2 229.3 226.4 SWST3397 221.5 229.7 227.5 SWST847 226.0 233.9 233.7 SWST4985 225.0 234.1 233.4 SWST94 229.0 235.7 238.0 SWST4987 227.3 234.7 233.8 SWST51370 230.6 236.8 238.5 SWST4982 229.3 236.4 234.6 SWST4983 228.1 234.6 233.5 SWST51369 231.4 240.1 238.5 SWST4979 231.2 236.4 236.0 SWST108 233.4 241.8 241.7 SWST4988 232.3 236.4 237.8 SWST109 233.6 241.9 241.5 SWST110 237.5 245.8 243.5 SWST174 239.2 246.5 244.3 SWST173 242.3 249.4 247.3 SWST43 246.3 249.4 251.2 SWST34238 247.5 249.4 250.9 SWST4970 245.1 251.4 249.2 SWST4966 243.2 251.1 249.9 SWST4961 240.1 247.6 245.1 SWST4957 237.0 243.9 242.0 SWST2530 235.2 242.9 242.0 SWST2529 234.1 240.8 240.9 SWST851 233.2 237.7 239.9 SWST302 233.1 236.9 239.9 SWST850 231.1 234.9 236.2 SWST849 227.9 230.5 233.4 SWST303 227.8 230.1 233.6 SWST1277 224.5 227.1 233.6 Node_90 215.9 218.2 224.9 SWST1278 227.8 228.4 236.4 SWST2357 212.5 216.9 221.5 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 13 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes Node_87 223.0 224.1 225.5 SWST848 234.1 236.2 239.4 SWST1294 210.8 214.3 218.1 SWST2356 214.6 217.0 221.9 Node_86 224.0 229.6 226.5 SWST1572 234.9 236.2 238.7 SWST3569 234.7 236.8 238.7 SWST2358 211.5 215.4 221.8 Node_95 209.5 211.6 216.8 SWST2355 217.3 219.1 224.5 Node_85 228.0 229.6 230.5 SWST51010 213.6 218.1 221.6 SWST2354 219.8 221.5 225.3 SWST2360 219.4 219.4 226.1 SWST1570 214.0 221.5 222.5 SWST1568 220.3 222.5 225.8 Node_31 217.5 223.8 224.7 SWST2353 220.8 223.8 226.8 SWST2359 218.2 224.7 226.0 SWST2352 223.8 230.6 229.6 SWST1292 222.8 228.6 230.1 SWST2533 226.9 230.6 232.3 SWST2592 223.7 230.7 230.5 SWST2626 227.3 228.9 229.9 SWST2914 225.0 231.2 233.0 SWST2593 223.8 230.8 230.1 SWST2913 226.5 232.0 235.4 SWST4931 225.7 232.2 231.9 SWST4726 227.3 232.5 235.9 SWST2905 225.6 232.4 232.0 SWST2912 227.9 232.6 237.0 SWST2591 228.0 233.9 234.1 SWST2911 228.7 233.1 237.4 SWST2590 228.1 234.0 234.3 SWST295 228.6 234.1 233.6 SWST2351 229.1 234.0 232.9 SWST2689 229.4 233.8 237.0 SWST2589 228.8 234.3 234.9 SWST2532 229.3 234.2 235.8 SWST2901 229.9 234.7 238.8 SWST2588 229.4 234.6 238.0 SWST321 229.4 234.3 234.3 SWST2531 230.9 234.3 237.6 SWST1276 229.9 234.3 232.9 SWST2899 230.1 235.3 237.5 SWST2915 230.8 236.0 238.5 SWST2587 230.6 235.2 240.7 SWST319 230.4 234.9 237.3 SWST2898 230.2 235.5 237.9 SWST2586 233.2 235.7 243.4 SWST2916 231.8 235.4 241.6 SWST27391 232.4 235.3 240.0 SWST314 230.8 235.1 238.3 SWST38417 230.5 235.6 233.9 SWST2699 235.1 236.9 243.5 SWST311 233.0 235.7 240.0 SWST315 233.7 240.4 240.3 SWST2891 230.7 236.3 236.3 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 14 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST40022 235.8 237.5 241.7 SWST3180 240.6 241.2 245.8 SWST3179 234.0 240.8 242.4 SWST4030 232.4 236.4 235.9 SWST2892 232.1 236.7 237.3 SWST2896 236.6 237.8 241.7 SWST3181 241.5 241.5 246.5 SWST317 237.2 241.6 241.2 SWST4033 232.1 236.4 235.7 SWST4032 232.6 236.4 234.4 SWST2893 232.3 236.9 237.6 SWST2897 238.7 242.9 243.7 SWST4029 238.2 241.9 242.6 SWST2894 234.9 237.1 240.1 Node_6 233.6 237.0 238.7 SWST3182 240.0 243.8 245.0 SWST2925 240.3 242.9 243.3 SWST2924 239.1 243.3 242.2 SWST4027 240.7 248.1 245.8 SWST3183 241.7 245.1 246.8 SWST4028 241.8 248.1 246.3 SWST3184 243.3 246.0 248.2 SWST3185 245.1 247.2 250.1 SWST3187 246.1 248.8 251.3 SWST3186 246.8 249.8 251.9 SWST3201 248.7 253.2 253.9 SWST3188 250.4 256.5 256.1 SWST1273 250.8 257.4 256.6 Node_29 251.2 257.4 258.0 SWST3189 251.7 261.1 258.5 SWST1274 252.5 257.8 258.5 SWST3205 251.9 257.0 254.6 SWST1272 255.6 262.6 260.1 SWST3206 253.8 258.2 256.5 SWST4708 254.0 258.3 256.5 SWST421 522.9 523.6 525.4 SWST1247 518.4 519.5 524.1 SWST436 502.4 503.3 516.2 SWST439 490.1 491.4 500.0 SWST440 479.9 481.3 486.7 SWST438 473.4 474.8 478.6 SWST6336 471.0 472.4 475.8 SWST441 468.8 470.0 473.6 SWST442 465.4 466.8 470.8 SWST446 447.2 448.5 454.8 SWST447 441.6 443.2 448.1 SWST1245 434.1 435.8 442.2 SWST1246 430.8 432.4 440.1 SWST1236 435.7 435.8 439.5 SWST3114 421.3 421.9 426.6 SWST3115 415.8 421.3 420.7 SWST3116 413.2 418.2 418.8 SWST2160 411.4 416.2 416.4 SWST3117 408.8 413.6 414.0 SWST2038 408.3 412.3 412.8 SWST2036 405.0 409.8 412.2 SWST2185 403.0 408.3 410.2 SWST2186 397.1 403.9 404.2 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 15 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST4100 391.5 399.9 399.3 SWST4087 388.3 397.9 395.5 SWST4088 382.5 391.8 389.0 SWST4085 389.3 400.0 396.9 SWST12043 391.1 397.9 395.1 SWST3789 383.0 391.8 388.9 SWST12045 379.8 388.8 386.4 SWST4084 392.7 405.6 404.6 SWST4086 392.0 400.1 397.9 SWST4082 384.2 391.8 393.1 SWST3791 378.8 387.5 387.0 SWST4385 407.2 413.7 412.2 SWST4412 398.7 407.3 405.2 Node_30 396.0 403.3 402.0 SWST4083 385.3 391.8 389.1 SWST3794 387.0 394.0 392.5 SWST3790 381.9 387.5 387.8 SWST3792 378.4 386.5 386.2 SWST3723 381.9 387.5 386.4 SWST4400 413.0 417.4 416.6 SWST4384 408.6 415.2 413.6 SWST4414 405.3 416.3 415.7 SWST2207 404.2 405.4 408.6 SWST2196 391.0 397.5 395.3 SWST73 382.4 387.5 384.9 Node_21 377.6 384.6 388.4 SWST4387 413.0 419.3 418.1 SWST4383 409.6 421.0 418.5 SWST2184 410.3 422.7 422.0 SWST4099 405.0 406.4 411.6 SWST2187 391.6 398.2 396.3 SWST4097 384.2 387.6 391.8 SWST70 377.5 384.2 388.9 SWST4388 417.8 421.1 423.7 SWST4510 410.0 420.9 418.6 SWST4386 426.7 431.8 431.2 SWST2515 414.1 426.5 424.9 SWST2209 405.6 406.9 414.7 SWST2206 394.2 399.3 398.4 SWST2197 391.8 398.2 395.9 SWST2188 389.6 390.1 396.1 SWST2182 384.2 387.7 388.0 SWST3795 376.8 383.8 389.2 SWST4389 420.0 421.8 424.1 SWST4382 410.3 420.9 419.3 SWST28608 433.6 436.2 438.3 SWST2514 416.4 427.3 425.9 SWST3131 396.4 403.5 401.2 SWST2189 392.0 392.6 397.3 SWST74 384.7 387.9 391.0 SWST4079 378.5 385.5 388.7 SWST55 376.4 381.7 390.2 SWST4381 411.4 420.9 419.9 SWST29819 435.5 437.6 440.4 SWST2512 418.2 428.3 427.5 SWST3130 398.1 404.7 402.8 SWST75 384.9 388.0 387.0 SWST4078 378.9 386.3 389.4 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 16 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST4081 380.1 385.7 387.3 SWST3796 375.9 380.2 391.4 SWST4379 412.4 420.9 420.0 SWST2504 438.3 440.0 443.5 SWST2513 428.5 430.2 432.8 SWST3142 424.4 428.3 426.8 SWST4077 379.5 387.1 389.6 SWST4080 381.0 386.1 385.4 SWST36242 375.1 378.3 391.6 SWST4380 413.0 420.9 419.4 SWST2502 439.7 448.4 444.9 SWST2503 440.2 440.7 445.3 SWST2511 439.5 440.3 443.8 SWST3143 425.6 428.4 429.5 SWST4075 381.1 389.3 390.3 SWST3816 382.2 386.1 384.8 SWST3797 374.8 376.3 389.9 SWST4394 413.7 420.9 418.1 SWST4499 441.3 449.4 448.5 Node_57 447.8 451.3 453.8 SWST2505 443.0 443.5 447.0 SWST2510 442.9 443.9 447.1 SWST4076 381.6 389.7 390.7 SWST4071 385.1 390.6 390.1 SWST3811 384.9 386.1 388.9 SWST3062 368.6 370.0 382.2 SWST2178 386.0 386.0 389.7 SWST2501 441.5 450.5 449.7 Node_58 452.0 454.1 457.0 SWST2506 451.1 451.8 456.3 SWST2509 452.7 453.2 456.9 SWST4072 383.5 390.6 388.9 SWST4869 347.6 348.9 360.1 SWST4498 463.3 464.2 467.8 Node_59 452.8 454.2 457.8 SWST2507 459.7 460.3 470.9 SWST28607 463.5 464.1 468.6 SWST4073 387.8 390.8 392.7 SWST3059 358.7 359.0 365.0 SWST3064 330.2 331.4 338.9 SWST4870 354.6 354.6 360.4 SWST2500 465.6 468.3 469.6 Node_60 454.0 456.8 459.0 SWST2508 483.4 484.5 487.2 SWST3014 364.6 365.6 373.5 SWST3066 296.6 297.8 309.4 SWST2516 473.2 477.7 477.2 Node_61 460.5 462.7 465.5 SWST222 541.3 541.6 545.3 SWST3015 393.2 393.2 400.6 SWST3065 297.7 298.7 309.3 SWST4829 286.3 287.5 300.2 SWST9644 523.5 524.3 529.2 Node_62 461.1 466.6 467.6 SWST3016 394.5 394.6 400.1 SWST3535 300.4 300.8 303.9 SWST40025 573.3 574.0 577.3 Node_63 498.0 500.1 505.0 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 17 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST4070 387.2 392.8 391.7 SWST4069 386.6 392.8 392.9 SWST4105 385.4 391.5 394.4 SWST4106 385.2 390.7 394.6 SWST4068 383.2 389.0 387.5 SWST4104 382.8 388.9 386.2 SWST4525 382.9 388.5 386.3 SWST4523 382.3 388.2 387.9 SWST4524 382.2 387.6 387.9 SWST3072 381.8 386.9 388.8 SWST3009 381.7 383.3 389.7 SWST3010 381.2 383.0 389.4 SWST3008 382.0 384.1 389.9 SWST2482 379.7 381.6 384.7 SWST3011 384.1 389.7 387.8 SWST10446 374.3 375.0 383.3 SWST2481 380.6 382.1 385.6 SWST3012 386.6 389.8 389.3 SWST2479 321.2 322.1 325.2 SWST3547 305.0 305.8 307.0 SDMP14PRU 159.1 164.6 163.4 SDMP13PRU 158.4 164.5 163.0 SDMP11PRU 158.0 164.5 162.9 SDMP9PRU 157.6 164.5 163.2 SDMP7PRU 156.6 164.4 164.2 SDMP6PRU 156.2 164.3 165.1 SDMP4PRU 155.8 164.3 165.4 SDMP2PRU 155.4 164.2 166.0 SDMP1PRU 155.2 164.2 166.5 SDMP13WOL 153.6 164.1 168.8 SDMP11WOL 153.0 164.1 167.7 SDMP14WOL 158.8 164.2 169.2 SWST4265 159.8 166.6 169.0 SDMP7WOL 152.6 164.0 166.9 SWST4263 159.4 164.4 172.6 SWST4324 167.0 171.0 171.4 SDMP5WOL 152.2 163.9 168.8 SDMP8WOL 161.0 164.2 166.7 SDMP10WOL 154.6 164.0 166.4 SWST4262 165.3 167.5 177.4 SDMP4WOL 151.5 163.5 171.0 SWST4261 165.9 168.5 174.3 SDMP2WOL 150.7 163.1 167.9 SWST4260 167.7 169.6 174.1 SDMP1WOL 150.4 163.0 166.8 SWST51382 168.2 170.4 174.8 SDMP4HOM 158.7 162.8 166.8 SWST4258 173.2 182.4 180.2 SDMP3HOM 148.8 158.5 162.4 SDMP5HOM 158.7 163.1 166.8 SWST5048 173.5 181.9 179.5 SWST3429 147.6 157.6 160.7 SDMP2HOM 154.7 157.7 162.3 SDMP_OF5 170.3 179.9 179.0 SWST4745 174.6 181.6 179.0 SWST3428 144.2 155.4 155.0 SWST4780 152.9 157.6 159.9 SWST3430 154.0 157.1 161.3 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 18 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST3419 170.7 180.1 179.0 SWST3423 142.9 154.5 154.0 SWST3427 149.8 152.8 155.6 SWST1858 173.6 181.6 179.9 SWST3468 171.8 180.1 178.5 SWST3425 140.8 147.3 152.2 SWST3424 148.2 151.1 154.7 SWST3418 174.7 182.2 180.4 SWST3426 145.7 147.3 152.7 SWST3432 137.7 142.1 148.2 SWST1287 178.1 185.7 185.2 SWST3467 175.2 182.2 179.8 SWST3431 141.5 143.0 148.8 SWST3236 135.8 140.6 146.3 SWST3466 180.4 186.5 184.4 SWST3237 139.4 140.7 146.9 SWST3235 133.9 138.7 144.7 SWST3234 137.8 138.8 145.1 SWST1944 131.9 135.5 142.5 SWST51168 133.4 135.5 142.9 SWST1947 131.6 135.1 142.5 SWST1945 133.1 135.5 143.2 SWST1946 132.9 135.0 142.9 SWST1949 129.7 133.3 141.3 SWST3729 128.4 130.3 141.0 SDMP_MH9 127.8 131.6 140.2 SWST3734 127.7 130.0 140.4 SDMP_MH8 127.5 131.2 140.3 SWST48 124.2 126.5 139.9 SWST3733 126.8 130.5 140.0 SWST47 124.0 125.3 138.5 SWST50 124.3 128.3 138.8 SWST46 124.0 126.6 138.5 SWST10845 442.2 442.9 447.2 SWST991 437.6 438.4 442.0 SWST992 420.6 421.5 424.6 SWST994 414.5 415.3 417.3 SWST10846 406.0 410.1 410.1 SWST10847 402.5 408.8 406.9 SWST10848 395.7 401.8 399.4 SDMP_MH7 392.1 397.8 396.4 SWST2382 388.8 393.8 394.8 SWST2380 388.3 393.8 394.9 SWST2381 387.6 393.0 395.3 SWST2379 392.3 394.1 396.4 SWST1819 387.1 390.2 398.0 SWST2378 417.1 418.3 421.4 SWST468 385.0 387.5 396.8 SWST1240 423.0 424.2 429.4 SWST2372 417.9 418.3 420.5 SWST26984 422.8 423.6 426.7 SWST469 382.1 382.7 390.3 SWST2337 431.7 431.7 438.9 SWST2214 418.4 418.4 421.9 SWST2774 433.2 433.9 437.8 SWST466 368.7 370.9 389.6 SWST1241 435.6 435.6 442.5 SWST3566 416.3 416.6 420.3 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 19 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST1239 448.8 449.4 455.9 SWST3749 385.2 385.6 392.2 SWST7633 368.3 369.6 376.6 SWST467 383.1 383.1 388.9 SWST1242 440.0 440.0 446.3 SWST1238 463.9 464.5 469.4 SWST1820 389.9 391.4 396.8 SWST1237 470.4 472.9 476.0 SWST1818 391.2 392.6 398.3 SDMP_MH20 483.5 484.1 487.5 SWST1817 392.8 393.9 397.5 SWJT3847 505.6 506.1 512.9 SWST1230 491.4 491.4 495.6 SWST4471 514.3 514.9 527.3 SWST43299 499.1 499.1 502.1 SWST4462 566.1 566.6 571.4 SWST3283 320.8 322.8 325.5 SWST3284 319.6 320.8 324.6 SWST3692 316.5 317.7 322.7 SWST3693 312.7 315.8 316.4 SWST3282 311.9 315.6 317.6 SWST3281 310.7 313.2 318.0 SWST3280 308.3 309.6 315.1 SWST3279 307.7 308.0 313.4 SWST3278 299.4 302.1 313.0 SWST3276 300.0 302.6 311.6 SWST3606 299.0 301.0 315.6 SWST3274 300.8 303.0 310.7 SWST51432 301.7 302.6 311.6 SWST29812 305.7 305.7 310.7 SWST3275 305.0 305.9 311.8 SWST3615 304.7 304.7 309.6 SWST3273 308.9 312.5 319.3 SWST3614 304.8 305.9 310.0 SWST3825 313.1 319.9 319.0 SWST38276 309.7 312.6 318.7 SWST3610 314.3 314.3 317.1 SWST3826 315.3 323.8 322.5 SWST3873 311.6 313.9 319.2 SWST3824 316.5 326.8 324.8 SWST38275 312.6 314.7 319.8 SWST35840 318.8 329.2 327.5 SWST36240 323.5 326.8 326.1 SWST3874 312.9 315.1 319.9 Node_84 321.5 330.9 330.7 SWST36241 324.5 326.8 326.9 Node_67 327.5 329.2 332.0 SWST36239 324.0 326.8 326.0 SWST38274 313.3 315.6 320.4 SWST3822 322.3 333.7 331.4 Node_73 326.6 330.9 329.6 Node_66 327.5 329.2 330.0 SWST3875 314.5 317.0 321.5 SWST3762 324.7 334.8 332.9 SWST3827 328.7 337.0 335.6 SWST3823 324.4 333.8 330.7 Node_65 328.0 329.2 331.0 SWST3876 315.1 317.1 323.9 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 20 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST3761 327.6 335.7 334.9 SWST3828 332.3 339.1 337.7 Node_64 328.1 329.2 331.0 SWST38273 315.2 317.3 323.9 SWST3297 331.0 336.0 335.5 Node_72 329.8 330.0 332.8 SWST38272 315.3 317.4 324.6 SWST38328 317.7 318.7 326.0 SWST38331 320.0 322.4 332.0 SWST51278 314.1 315.2 323.0 SWST51275 323.4 325.7 334.7 SWST3879 308.6 311.1 317.3 Node_13 324.5 326.8 335.5 SWST3877 305.5 310.5 312.8 SWST38330 325.5 329.0 336.2 SWST38332 305.7 311.3 312.6 SWST4626 297.6 308.7 307.8 SWST3643 325.3 329.2 336.3 SWST13250 325.7 329.1 335.2 SWST3872 288.8 307.0 302.9 SWST3878 309.4 313.4 317.2 SWST3641 328.5 338.7 338.0 SWST3644 325.2 328.7 336.0 SWST26559 326.6 329.4 336.4 SWST51284 286.2 301.9 300.8 SWST3871 294.2 306.1 302.2 SWST51279 315.8 317.5 322.9 SWST3640 334.7 341.1 342.0 SWST3642 328.5 338.9 338.4 SWST3646 329.7 339.0 336.1 SWST3645 323.7 327.2 335.1 SWST3627 327.3 329.7 332.8 SWST3867 282.6 294.7 294.8 SWST51280 319.0 321.5 325.1 SWST3639 334.8 341.8 342.3 SWST3632 328.8 339.4 339.5 SWST51274 320.2 323.9 332.1 SWST3626 327.4 330.1 330.6 SWST3714 279.4 291.7 290.4 SWST3667 318.7 321.9 329.4 SWST3638 338.0 346.1 348.2 SWST3633 329.0 339.9 339.4 SWST3625 328.9 331.7 333.0 SWST4583 327.5 330.9 330.7 SWST3713 277.9 291.4 290.3 SWST3862 282.3 291.8 288.6 SWST51287 338.7 347.2 349.1 SWST3631 329.6 340.3 339.4 SWST3652 329.7 332.5 331.1 SWST3861 278.7 292.0 290.7 SWST3887 276.6 288.2 288.6 SWST3678 341.8 351.3 353.0 SWST3630 330.1 341.0 338.8 SWST3865 284.1 292.0 290.7 SWST3859 279.4 292.2 290.8 SWST3712 274.1 285.2 285.8 SWST2961 343.5 352.4 355.1 SWST3629 330.2 341.3 337.1 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 21 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST3866 287.4 293.8 293.3 SWST4457 285.5 291.7 288.9 SWST3860 280.4 292.4 291.9 SWST3711 273.9 283.6 285.6 SWST3716 275.8 285.3 285.9 SWST2958 345.0 355.6 357.9 SWST2962 346.8 352.3 349.8 SWST4516 330.3 341.5 340.0 SWST4640 289.0 295.5 293.9 SWST4637 288.8 293.9 293.7 SWST51289 280.9 292.7 292.9 SWST3710 271.3 278.9 282.6 SWST3715 276.4 285.5 283.8 SWST2960 348.3 359.4 360.8 SDMP_MH3 332.2 343.7 342.4 SWST4631 290.4 296.2 295.1 SWST4636 289.6 295.4 294.7 SWST3863 281.1 292.8 293.2 SWST3709 267.6 275.1 278.9 SWST2959 349.2 359.9 362.0 SWST3831 334.1 346.0 343.1 SWST4918 282.3 292.9 295.5 SWST3864 290.5 297.9 295.5 SWST3707 259.9 267.6 268.7 SWST2957 350.7 361.0 362.7 SWST3830 335.0 347.0 344.1 SWST3266 282.8 292.9 296.6 SWST3868 295.4 301.5 301.6 SWST3708 256.8 264.2 264.2 SWST3706 260.0 268.1 267.8 SWST2956 356.1 364.8 363.9 SWST3982 336.9 348.0 344.9 SWST3267 283.4 293.3 298.3 SWST3310 282.7 290.0 290.7 SWST3869 295.6 303.6 302.8 SWST3931 252.2 259.5 260.1 SWST3705 260.9 271.9 269.1 SWST576 356.8 365.4 362.0 SDMP_MH2 359.3 362.5 361.8 SWST3829 339.9 348.8 346.7 SWST3268 287.1 293.3 301.5 SWST3269 289.4 294.2 302.2 SWST3309 280.9 287.6 288.5 SWST3870 297.0 304.0 301.7 SWST3938 247.9 253.9 256.0 SWST3704 262.8 273.3 271.4 SWST575 358.0 366.3 365.7 SWST1262 363.1 364.5 373.0 SWST4482 358.1 364.3 362.9 SWST2339 344.3 352.0 350.4 SWST4609 289.1 293.3 303.1 SWST3270 291.7 294.2 305.6 SWST3595 281.5 287.8 288.3 SWST4616 281.4 286.7 286.0 SWST3958 249.6 254.5 254.9 SWST3940 247.6 252.6 255.5 SWST3939 247.8 253.9 255.9 SWST3703 267.9 275.8 273.7 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 22 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST574 363.0 373.1 371.8 SWST1263 364.7 366.3 371.5 SWST1261 363.3 364.7 373.8 SWST3271 295.3 295.3 304.5 SWST3594 281.8 287.9 287.4 SWST3699 280.5 285.8 287.1 SWST3978 250.0 254.6 253.9 SWST3961 250.0 254.5 254.5 SWST3942 244.1 246.0 248.2 SWST3577 271.3 276.8 274.1 SWST573 369.1 375.7 374.1 SWST4481 371.1 377.6 380.3 SWST3691 297.5 297.5 307.5 SWST3592 282.4 288.1 287.9 SWST3315 279.5 284.4 286.9 SWST3962 250.4 254.8 253.7 SWST3943 244.9 246.3 249.4 SWST3947 241.8 243.7 247.4 SWST15655 245.5 246.0 248.1 SWST572 370.7 377.7 375.9 SWST577 374.1 380.9 379.0 SWST2486 377.5 381.0 386.1 SWST3593 282.9 288.6 287.4 SWST3314 279.3 283.5 285.9 SWST3782 282.6 284.4 286.6 SWST3944 246.1 246.7 249.8 SWST571 372.2 378.9 379.0 SWST578 380.5 385.0 384.1 SWST2485 379.4 383.4 387.6 SWST3313 277.6 279.1 284.3 SWST3781 282.9 283.5 286.9 SWST1822 377.3 380.3 381.6 SWST2484 382.2 390.0 390.4 SWST3312 275.1 275.8 279.5 SWST2497 385.9 391.1 390.1 SWST2487 384.3 392.0 389.8 SWST2496 386.3 390.0 391.4 SWJT147 267.8 269.6 278.4 SWST2498 394.0 394.6 398.0 SWJT150 264.8 266.8 275.1 SWJT190 270.4 272.2 281.5 SWST3702 271.1 271.5 276.6 SWJT148 263.5 266.4 274.8 SWST3434 279.0 280.5 297.6 SWST3700 274.6 276.0 280.5 Node_45 262.2 263.2 273.2 SDMP_INLET1 279.5 280.6 297.6 SWST4612 278.8 280.5 296.6 SWST3600 277.7 277.7 282.2 SWST3324 281.0 284.4 297.8 SWST3325 282.9 289.1 291.2 SWST3746 292.9 293.5 298.2 SWST3780 285.5 294.7 294.0 SWST28601 286.2 294.7 293.5 SWST28602 294.0 294.7 298.0 SWST3031 314.8 319.1 317.5 SWST2703 314.0 318.2 316.5 SWST36246 313.0 317.5 316.0 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 23 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST3523 312.0 317.5 317.5 SWST36245 305.9 311.6 310.8 SWST36244 305.6 310.6 310.7 SWST2702 305.3 309.6 310.6 SWST2701 303.6 307.5 309.0 SWST2698 296.8 302.8 307.9 SWST2685 299.4 305.1 307.2 SWST2700 295.1 297.1 305.3 SWST2697 300.9 305.3 308.8 SWST2688 302.5 305.1 306.7 SWST2687 303.0 305.2 306.8 SWST3233 292.4 294.8 301.9 SWST2696 302.2 305.5 310.6 SWST3017 286.8 290.5 300.5 SWST2684 306.0 310.5 313.6 SWST3018 288.6 291.6 298.7 SWST104 284.2 285.9 298.7 SWST2683 309.3 315.8 314.3 SWST3019 289.8 292.8 296.7 SWST2679 278.7 283.0 293.2 SWST4700 311.0 316.3 315.4 SWST3020 295.5 297.4 300.2 SWST164 292.9 296.6 297.5 SWST2680 275.1 280.4 289.3 SWST2682 311.2 316.5 315.9 SWST3022 297.1 298.8 301.1 SWST165 293.9 300.4 298.7 SWJT132 274.0 279.5 288.9 SWST2681 312.5 317.1 319.1 SWST3023 299.3 300.4 304.0 SWST3021 300.2 300.2 303.9 SWST168 294.4 301.2 298.9 SWST1952 271.3 276.6 284.2 SWST3024 298.1 303.9 302.8 SWST169 296.5 302.0 300.4 SWST1951 270.3 274.6 282.4 SWST1953 268.8 273.2 279.2 SWJT7047 268.1 272.1 278.0 SWST308 271.8 273.6 278.4 SWST1955 266.7 270.8 279.7 SWST24463 274.1 275.7 283.6 SWST1956 266.0 269.8 276.7 SWST3530 275.7 275.7 283.4 SWST1957 263.2 266.8 270.2 SWST3529 277.2 277.2 283.7 SWST4830 263.1 265.9 268.8 SWST830 280.6 280.6 287.2 SWST4833 261.6 264.6 268.2 SWST1959 262.0 265.2 268.8 Node_97 261.2 262.7 267.7 SWST1958 265.7 267.3 270.9 SWST832 265.6 267.3 268.4 SWST831 265.9 269.0 269.0 SWST3386 367.0 367.3 372.8 SWST4553 335.7 336.7 341.0 SWST3387 331.0 331.6 335.7 SWST3358 310.5 312.9 314.0 SWST3511 309.4 312.6 311.8 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 24 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST3350 305.8 308.3 317.7 SWST3348 305.5 307.5 315.9 SWST3346 304.9 305.3 317.3 SWST3343 274.0 279.6 282.3 SWST3516 284.9 285.5 295.6 SWST4592 270.7 276.0 276.4 SWST3385 292.3 293.7 296.9 SWST3336 270.5 275.6 276.7 SWST3384 296.9 298.1 303.6 SWST3333 271.2 278.3 277.9 SWST3332 272.0 276.1 277.9 SWST4591 270.2 274.0 276.6 SWST27803 297.8 297.8 302.1 SWST3334 274.2 282.0 280.1 SWST3335 276.1 279.6 279.5 SWST3512 267.6 272.0 272.1 SWST3341 276.5 283.8 282.1 SWST3331 280.8 283.0 289.8 SWST3342 277.3 285.7 283.7 SWST3345 294.4 295.2 300.1 SWST3344 304.3 305.2 315.2 SWST3352 309.5 310.1 316.4 SWST3347 302.6 307.2 317.2 SWST3354 307.1 311.7 316.7 SWST3339 312.5 313.9 316.8 SWST3349 301.2 307.6 316.3 SWST3355 313.1 319.1 317.3 SWST3340 313.4 314.7 320.2 SWST3351 299.5 307.8 317.8 SWST4594 320.4 320.4 323.3 SWST3337 317.1 317.9 322.7 SWST3353 299.4 308.5 314.8 SWST3359 301.0 309.0 313.1 SWST3356 312.7 314.7 317.9 SWST3360 301.6 309.2 310.5 SWST3357 327.9 328.7 336.7 SWST24881 301.2 309.3 306.9 SWST3372 337.8 338.1 342.9 SWST24896 310.3 312.7 316.0 SWST3508 350.6 351.0 355.5 SWST24895 314.8 315.8 322.5 SWST3509 382.0 382.5 385.8 SWST4672 328.8 329.8 333.7 SWST3510 401.0 401.3 405.0 SWST25345 336.3 336.8 342.8 SWST465 376.5 377.6 389.5 SWST462 381.2 383.1 388.1 SWST460 386.8 390.8 392.3 SWST457 392.2 395.8 398.7 SWST454 401.1 407.1 405.6 SWST452 405.6 412.6 411.4 SWST450 410.1 416.5 416.5 SWST448 414.0 421.3 420.0 SWST225 481.8 482.3 488.3 SWST224 479.3 479.7 485.4 SWST226 471.3 472.7 478.9 SWST227 470.1 471.8 479.0 SWST228 469.3 469.7 478.9 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 25 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST4582 464.7 465.2 471.9 SWST4578 442.3 442.9 447.3 SWST231 436.4 436.9 442.5 SWST230 418.5 420.2 427.8 SWST229 421.0 421.0 423.4 SWST4652 414.3 417.7 420.2 SWST4581 422.1 422.1 426.1 SWST4655 412.4 416.6 416.8 SWST4575 403.8 409.7 408.0 SWST4654 413.7 416.9 417.8 SWST4571 399.5 404.5 403.6 SWST4604 417.2 418.3 421.2 SWST4570 399.1 401.7 403.4 SWST4603 418.6 419.8 422.6 SWST3127 398.6 401.7 403.9 SWST4656 425.2 425.6 429.2 SWST3126 397.6 400.7 403.5 SWST3125 400.2 402.2 406.0 SWST3128 397.0 398.0 403.8 SWST3124 405.3 407.0 411.4 SWST3129 394.5 397.0 403.2 SWST3123 408.8 409.6 412.6 SWST3121 410.5 412.0 416.6 SDMP_OF2 394.2 394.9 399.5 SWST3156 397.0 397.5 404.0 SDMP_MH13 416.1 416.9 418.7 SWST3122 414.6 415.2 420.6 Node_83 391.0 391.7 396.0 SDMP_MH15 427.2 427.4 431.2 SWST3120 417.1 418.5 423.6 SDMP_MH17 428.0 428.6 433.4 SWST3119 419.0 421.1 424.6 SDMP_MH18 429.6 430.5 433.6 SWST3118 421.1 423.4 429.4 SWST3153 441.4 441.6 445.4 SWST3113 426.6 427.2 431.7 SWST3112 430.7 432.2 437.1 SWST3110 436.3 437.8 442.5 SWST3111 444.1 445.2 449.8 SWST4785 448.7 449.0 458.6 SWST221 459.3 459.6 467.7 SWST4873 508.9 509.2 513.9 SWST220 485.9 485.9 489.9 SWST4727 531.3 531.6 536.3 SWST4728 532.6 533.5 538.1 SWST4731 535.0 536.2 540.9 SWST4730 562.3 562.7 566.3 SWST857 445.5 445.5 451.6 SWST856 444.0 444.8 453.9 SWST1868 440.5 440.9 448.2 SWST4306 431.8 433.0 436.1 SWST4305 431.7 433.0 439.0 SWST854 431.4 431.7 438.4 SWST2049 421.6 422.7 428.8 SWST2048 418.8 419.3 423.9 SWST1808 392.0 393.0 398.6 SWST2047 419.2 420.2 428.6 Node_78 366.0 367.7 373.0 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 26 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST1806 396.6 396.8 398.5 SWST2046 438.4 439.1 447.3 Node_76 350.0 351.5 357.0 SWST27800 388.8 389.1 392.7 SWST853 404.8 405.1 423.1 SWST1787 438.4 439.2 445.5 Node_75 346.0 348.9 365.0 SWST863 354.1 354.6 356.6 SWST27799 419.3 419.8 423.7 SWST1805 423.2 423.6 432.8 SWST1785 443.9 444.7 450.5 SWST866 346.0 348.8 355.2 SWST2044 346.7 348.9 351.7 SWST858 355.6 356.3 361.3 SWST1882 415.2 415.7 422.2 SWST1881 416.2 421.1 424.7 SWST1804 432.6 433.0 439.9 SWST1807 424.0 424.0 427.2 SWST4673 444.7 445.8 452.4 SWST2045 349.3 349.6 354.1 SWST1719 347.5 348.8 353.4 SWST27797 370.7 370.7 376.9 SWST3491 340.8 342.1 346.8 SWST859 366.1 366.5 370.8 SWST1883 407.5 408.0 422.2 SWST1880 416.5 421.5 425.3 SWST1784 448.6 448.6 454.9 SWST1801 375.7 375.8 381.7 SWST864 348.0 348.8 352.8 SWST27796 371.0 371.0 377.1 SWST860 386.3 386.7 393.6 SWST1884 405.2 405.7 421.8 SWST1879 417.2 421.8 424.2 SWST1799 377.7 378.0 382.3 SWST862 389.8 390.3 396.9 SWST1885 401.5 402.0 414.0 SWST1877 418.9 424.1 426.0 SWST1800 382.6 383.4 388.4 SWST861 396.9 397.5 404.5 SWST1876 419.3 424.8 426.5 SWST1798 383.8 384.4 389.5 SWST1874 420.0 426.9 427.7 SWST1797 385.6 386.0 388.5 SWST1887 420.6 427.8 427.1 SWST1890 422.2 429.2 431.0 SWST1891 423.3 429.3 430.4 SWST1895 434.7 435.3 442.2 SWST1911 428.0 429.8 434.2 SWST1922 436.0 437.2 446.5 SWST1917 432.2 433.9 437.5 SWST1923 436.6 437.9 448.2 SWST1921 439.4 439.4 445.7 SWST1919 434.5 435.1 440.9 SWST1924 438.3 439.2 448.8 SWST1925 439.0 439.2 445.8 SWST852 440.7 440.7 447.2 SWST3132 386.6 390.9 396.5 SWST10044 385.1 390.9 390.3 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 27 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST3133 384.6 390.9 390.7 SWST3134 384.3 390.9 390.4 SWST3135 383.5 390.8 389.6 SWST3136 382.7 388.2 388.7 SWST3137 381.2 386.6 387.3 SWST2190 379.3 383.7 384.7 SWST4095 377.3 382.1 384.2 SWST2191 380.1 385.0 386.2 SWST948 375.3 377.3 385.3 SWST2192 381.0 387.1 387.1 SWST4817 368.8 369.8 376.9 SWST2193 381.6 387.1 387.7 SWST2180 383.3 387.3 389.9 SWST2213 383.4 387.4 391.3 SWST76 382.9 387.4 386.0 SWST2212 384.4 387.4 389.1 SWST2179 382.9 387.4 386.5 SWST78 382.7 387.4 386.7 SWST38292 340.1 342.2 345.6 SWST38289 335.8 341.9 341.1 SWST38288 335.2 341.8 340.7 SWST38285 332.5 339.9 338.2 SWST38287 332.1 339.7 337.7 SWST2997 331.2 338.4 338.4 SWST38284 330.9 334.7 338.3 SWST2996 330.7 334.5 338.8 SWST2845 328.4 329.0 335.9 SWST2995 335.6 336.2 341.7 SWST3071 303.9 304.6 310.0 SWST3070 292.2 295.5 300.0 SWST2157 289.8 294.0 296.8 SWST3068 288.6 293.0 296.9 SWST2158 287.9 292.4 297.4 SWST35040 286.5 291.3 294.4 SWST35041 285.0 291.0 290.0 SWST3536 285.0 291.0 290.0 SWST1644 223.8 223.8 233.0 SWST1645 219.0 219.0 229.5 SWST1646 211.0 211.1 224.0 SWST155 207.6 207.6 221.7 SWST156 205.1 205.1 217.8 SWST1647 204.3 204.3 217.4 SWST1648 202.3 203.0 213.1 SWST1649 202.3 203.0 213.0 SWST150 198.9 199.9 208.4 SWST2278 204.1 205.7 210.7 SWST152 195.8 196.8 204.4 SDMP_SJMH5 203.9 203.9 216.0 SWST4132 206.0 206.9 209.5 SWST153 193.3 194.2 203.9 SDMP_SJMH6 219.0 219.0 227.0 Node_8 191.8 193.0 202.6 SDMP_SJMH7 217.5 217.5 224.0 SWST154 188.0 188.6 203.0 SWST146 186.8 187.3 201.8 SWST4456 355.5 356.7 358.0 SWST4455 365.0 366.3 367.5 SWST4454 371.3 372.5 378.0 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 28 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST4453 372.9 375.0 382.9 SWST4418 373.7 376.5 380.6 SWST51306 383.9 386.1 389.2 SWST51305 385.6 387.0 389.1 SWST1489 391.2 392.7 398.5 SWST4417 403.9 404.4 408.9 Node_34 395.0 395.8 403.5 SWST4451 419.3 419.8 427.3 SWST26971 400.9 403.7 405.8 SWST1909 402.3 407.1 408.0 SWST4430 418.8 426.7 424.6 SWST4475 421.9 428.9 428.2 SWST4429 429.6 434.9 435.7 SWST4427 459.1 459.8 469.4 SWST2163 467.8 468.4 476.4 SWST101016 459.8 462.1 474.7 SWST2152 471.8 471.8 475.4 SWST4446 467.7 467.7 470.4 SWST2145 480.3 480.8 485.7 SWST4431 462.3 463.4 466.0 SWST4443 461.6 464.5 465.3 SWST996 408.4 408.4 418.9 SWST997 390.8 391.4 398.1 SWST998 385.8 386.6 390.9 SWST1001 380.7 381.8 386.3 SWST1002 379.1 380.0 384.8 SWST809 372.0 373.4 378.1 SWST810 370.7 371.8 376.3 SWST1015 369.6 371.2 375.1 SWST1013 373.5 374.7 379.4 SWST902 363.4 364.8 369.9 SWST1012 377.1 378.1 381.6 SWST903 362.9 364.4 369.2 SWST1010 379.6 380.5 384.2 SWST905 359.3 360.7 365.3 SWST1007 381.7 382.4 386.5 SWST785 353.1 354.9 359.0 SWST1005 382.8 383.1 387.6 SWST787 351.8 353.8 357.9 SWST789 348.8 351.3 355.9 SWST1077 351.4 353.1 359.9 SWST791 347.6 349.7 354.3 SWST1089 353.0 353.8 361.4 SWST1017 352.8 354.4 356.6 SWST482 347.3 349.3 353.7 SWST1084 355.1 356.3 360.3 SWST484 346.5 348.9 352.9 SWST1085 358.2 358.9 363.4 SWST1083 356.6 357.1 361.4 SWST485 345.4 348.4 353.4 SWST1086 361.0 362.5 364.8 SWST3174 369.7 369.7 373.7 SWST486 344.9 348.4 354.7 SWST975 363.8 364.8 367.0 SWST1087 362.5 363.0 366.9 SWST1108 344.5 348.4 354.3 SWST973 366.9 367.8 372.6 SWST4461 373.7 373.7 377.7 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 29 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST1109 344.4 348.3 353.0 SWST974 370.9 371.3 374.9 SWST1114 344.2 348.2 353.0 SWST1113 344.0 348.2 352.6 SWST1105 346.0 348.2 356.1 SWST1117 343.4 347.7 353.3 SWST1102 348.7 349.5 356.2 SWST1098 351.4 352.2 356.9 SWST1119 343.1 347.6 350.6 SWST1100 353.2 353.6 358.0 SWST1097 354.7 356.4 361.0 SWST1124 342.3 347.3 349.8 SWST1096 355.5 357.7 362.3 SWST3168 341.8 346.8 352.8 SWST1130 345.1 347.9 350.0 SWST1092 365.9 366.7 371.0 SWST3169 341.4 346.6 352.7 SWST1129 345.4 348.7 350.2 SWST1091 368.2 369.1 373.3 SWST209 341.3 346.5 350.7 SWST1128 347.0 348.8 353.3 SWST989 371.7 373.1 377.0 SWST208 342.5 346.4 349.7 SWST1132 347.4 348.8 353.1 SWST988 374.5 375.3 380.2 SWST1192 344.1 346.2 349.5 SWST3171 350.4 350.4 354.9 SWST987 377.6 379.0 383.0 SWST4460 386.3 386.3 390.3 SWST984 379.4 380.5 385.8 SWST983 380.3 382.0 386.5 SWST979 390.2 391.3 393.2 SWST976 393.0 394.5 399.5 SWST977 394.6 395.4 399.1 SWST329 175.1 178.2 179.0 SWST328 175.0 178.2 177.5 SWST327 174.7 178.2 175.9 SWST326 174.5 178.9 178.2 SWST325 174.1 178.0 177.9 SWST4240 173.7 177.0 176.7 SWST4200 172.0 173.8 180.0 SWST4199 171.4 173.8 179.5 SWST4201 174.0 176.1 181.2 SWST4206 170.5 173.4 178.1 SWST4204 176.3 178.5 184.1 SWST4207 169.9 173.3 176.5 SWST4205 179.6 181.4 187.6 SWST4208 168.6 171.8 175.6 SWST638 183.9 183.9 191.5 SWST4209 168.4 171.4 176.1 SWST16862 156.3 171.3 175.0 SWST332 167.3 170.0 174.1 SWST16856 155.4 170.3 166.0 SWJT11475 167.0 167.9 175.2 SWST16857 175.1 175.1 179.1 SDMP_DITCHOUT 159.0 159.9 173.5 SWST3557 459.0 467.1 465.7 SWST3556 447.5 454.5 452.9 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 30 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST3555 433.7 439.9 437.6 SWST2243 428.4 435.2 433.2 SWST2241 406.7 409.2 412.8 SWST2240 397.3 403.4 402.4 SWST2242 388.1 394.9 392.7 SWST1267 382.1 391.0 388.0 SWST1268 381.6 388.7 387.7 SWST1266 391.7 394.7 396.1 Node_14 378.7 385.7 384.8 SWST1264 401.6 403.4 406.8 SWST1269 376.1 380.8 384.4 SWST1265 410.3 410.9 415.0 SWST1270 374.0 375.4 383.6 SWST26977 410.9 413.6 415.4 SWST1271 371.5 373.7 382.7 SWST2490 413.5 413.6 417.5 SWST3441 362.8 364.1 371.9 SWST3755 354.2 356.5 360.9 SWST3576 350.0 351.5 358.1 SWST3758 358.1 361.3 363.2 SWST3754 345.3 347.4 355.9 SWST3757 360.7 367.9 367.4 SWST3751 354.2 355.4 362.3 SWST3753 336.4 343.9 347.4 SWST3759 370.6 379.3 377.2 SWST3760 370.6 371.3 376.2 SWST3694 360.2 361.9 366.6 SWST3752 334.6 338.5 344.3 SWST3442 380.5 387.8 387.5 SWST3695 383.7 383.7 387.7 SWST3750 333.8 336.9 346.9 SWST3443 383.5 390.9 388.8 SWST4483 333.7 335.8 348.3 SWST579 384.7 391.6 390.0 SWST3786 330.8 333.7 340.4 SWST4458 330.4 333.4 347.4 SWST3785 343.7 344.6 348.2 SWST937 340.5 341.2 347.7 Node_100 328.0 329.4 344.7 SWST2338 350.4 351.6 363.0 SWST938 340.7 342.5 348.8 SWST3783 351.9 351.9 359.7 SWST940 341.1 343.3 349.4 SDMP_MH19 357.5 357.5 374.2 SWST743 344.7 353.7 351.4 SWST479 349.3 350.8 354.7 SWST4527 346.5 354.4 354.8 SWST480 355.8 357.2 361.0 Node_17 348.4 355.9 356.2 SWST478 364.1 373.1 369.4 SWST741 349.2 356.4 354.5 SWST3748 366.2 373.8 372.0 SWST473 373.5 381.1 380.0 SWST472 384.3 391.4 389.8 SWST1789 425.1 425.1 429.8 SWST1788 421.3 422.2 425.9 SWST1791 417.9 418.1 422.9 SWST1790 397.2 397.6 402.3 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 31 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST1792 390.9 391.2 394.4 SWST1793 384.2 384.4 388.4 SWST1794 372.8 373.8 379.2 SWST27793 381.8 381.8 386.5 SWST1796 373.1 373.7 376.4 SWST27794 382.6 382.6 386.6 SWST896 180.2 184.8 182.8 SWST894 178.7 184.4 182.1 SWST893 178.4 183.8 183.9 SWST897 175.0 182.1 179.8 SWST240 170.2 176.7 176.0 SWST1969 170.1 176.3 176.2 SDMP_MH23 169.8 175.5 176.5 SWST239 167.9 173.1 175.1 SWST333 171.7 180.2 178.9 SWST238 166.7 171.0 174.0 SWST1932 173.4 182.7 180.5 SWST237 166.1 169.9 174.0 SWST2295 175.2 184.4 182.4 SWST236 165.8 168.2 166.8 SWST2294 177.8 184.6 184.2 SWST2293 179.6 184.8 186.3 SWST2309 177.8 184.6 183.5 SWST1973 178.0 185.2 182.9 SWST1972 176.3 184.2 181.4 SWST1976 173.5 181.7 178.8 SWST1981 171.1 178.4 176.1 SWST1986 170.8 174.9 173.2 SDMP_OF1 170.8 171.8 173.8 SWST20467 218.1 223.7 221.9 SWST1392 217.4 223.7 222.2 SWST1388 216.2 222.2 224.7 SWST1394 215.2 219.3 226.2 SWST1395 214.1 216.2 227.4 SWST4805 212.4 213.6 227.9 SWST4409 384.8 385.3 391.7 SWST4408 382.8 384.3 391.6 SWST4511 382.3 382.7 390.7 SWST4407 378.1 378.3 383.1 SWST2483 340.2 340.5 345.2 SWST3548 325.7 325.9 333.8 SWST4292 369.3 370.0 374.3 SWST1168 370.3 371.0 374.4 SWST1167 371.8 372.5 375.6 SWST1166 374.2 375.1 380.4 SWST1161 387.7 388.2 392.8 SWST1165 408.2 408.6 413.4 SWST1162 410.8 412.1 421.1 SWST3177 437.5 437.7 441.5 SWST1164 411.1 412.1 415.5 SWST1729 195.8 206.9 206.3 SWST1728 194.6 205.2 205.1 SWST1730 191.3 201.3 199.4 SWST4151 191.4 200.5 199.1 SWST369 194.9 199.4 197.7 SWST2279 188.3 197.2 196.4 SWST2281 186.5 195.4 194.0 SWST1928 192.6 197.2 195.1 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 32 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST2280 185.8 189.1 193.2 SWST2283 184.8 186.2 191.3 SWST2285 183.9 185.8 190.0 SWST2284 184.7 186.2 191.2 Node_9 176.0 179.7 187.5 SWST2288 182.9 183.7 188.3 SWST2289 172.4 177.7 189.2 SWST2302 182.7 182.7 187.0 SWST2290 177.5 178.4 189.1 SWST2527 170.0 171.3 188.0 SWST2291 181.5 182.3 187.8 SWST2526 170.1 170.8 188.1 SWST2286 182.6 184.1 189.5 SWST2282 188.4 194.5 193.6 SWST2287 182.9 184.1 189.0 SWST2016 160.4 161.6 167.4 SWST2015 160.8 162.0 170.7 SWST1221 165.9 166.8 169.2 SWST1219 166.3 168.7 170.3 SWST1217 167.9 173.4 172.0 SWST2155 374.2 374.9 378.8 SWST951 369.9 373.6 378.1 SWST950 369.3 371.1 376.6 SWST949 368.8 369.3 376.6 SWST3497 365.0 365.5 378.0 SWST2022 432.1 432.9 433.9 SWST4504 413.1 416.3 415.6 SWST4392 412.4 416.0 414.5 SWST4372 410.5 412.3 415.4 SWST4373 405.4 406.6 409.3 SWST4371 395.7 396.3 400.1 SWST4367 389.8 391.9 395.8 SWST26974 390.7 392.3 396.9 SWST4368 388.8 389.6 395.3 SWST4370 363.7 364.5 374.0 SWST4369 390.6 391.7 394.7 SWST4500 353.9 354.8 358.5 SWST4501 393.0 400.1 398.9 SWST4366 348.7 349.8 357.7 SWST4450 400.7 402.1 404.8 SWST4376 338.9 340.0 343.3 Node_77 348.0 349.1 355.0 SWST4439 405.4 410.6 408.6 SDMP_MH5 335.4 336.6 341.9 SWST4505 336.3 341.3 342.9 SWST4374 335.5 336.3 338.6 SWST10851 335.6 337.8 341.9 SWST3549 326.3 327.2 332.8 SWST4377 351.0 351.0 356.4 SWST4378 393.0 393.6 399.1 Node_37 332.5 333.3 335.3 SWST4416 351.2 351.7 356.4 SWST4402 394.5 399.1 398.2 SWST4404 369.8 370.3 374.8 SWST4405 376.5 377.0 380.9 SWST26980 377.7 378.4 382.2 SWST1621 228.9 235.8 234.5 SWST1622 227.7 233.2 233.8 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 33 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST158 226.3 231.6 232.8 SWST1620 225.6 226.3 232.3 SWST2235 211.4 212.1 226.0 SWST193 170.5 171.9 177.4 SWST4319 172.6 174.0 185.4 SWST4318 177.0 178.4 184.8 SWST4317 179.2 182.4 185.4 SWST4314 180.6 184.3 187.0 SWST1997 184.2 188.0 190.4 SWST2000 186.5 190.2 191.9 SWST1994 189.0 191.3 193.9 SWST1999 187.5 191.5 193.4 SWST1214 193.3 199.5 197.1 SWST2001 187.8 190.7 190.0 SWST1991 192.3 195.3 196.3 SWST876 193.8 196.6 197.7 SWST2005 188.6 193.7 194.5 SWST1998 189.4 191.7 191.6 SWST1210 195.2 200.5 198.9 SWST1989 196.2 196.9 200.3 SWST875 196.2 199.8 199.5 SWST2003 195.8 199.7 199.6 SWST872 190.4 195.1 194.6 SWST4466 193.8 197.9 195.9 SWST1212 198.4 202.6 200.7 SWST874 198.0 202.3 200.5 SWST1215 198.4 202.8 201.0 SWST871 195.0 199.0 198.7 SWST877 199.6 203.6 204.3 SWST878 201.6 203.8 204.9 SWST10852 332.0 332.5 343.3 SWST2410 342.5 343.1 347.3 SWST3550 360.4 360.8 365.4 SWST2409 361.9 362.6 366.9 SWST2391 363.7 369.6 367.8 SWST1625 232.6 232.6 236.6 SWST2275 231.5 232.6 237.9 SWST2276 230.7 231.6 238.9 SWST2277 230.2 231.2 237.5 SWST1619 228.4 228.6 237.0 SWST160 220.2 220.5 234.7 SWST4802 216.0 216.2 218.0 SWST161 229.3 229.3 236.4 SWST101 252.0 253.1 258.2 SWST41 251.3 252.8 257.5 SWST99 251.0 252.5 257.4 SWST100 249.2 250.4 256.2 SWST40 245.0 245.5 246.0 SWST1224 186.0 188.4 189.9 SWST1223 184.8 186.3 189.4 SWST370 184.2 184.7 189.4 SWST2008 176.9 177.5 188.4 SWST2009 175.9 176.4 182.5 SWST2010 172.5 174.9 175.3 SWST2012 171.9 173.4 174.8 SWST2011 171.5 172.1 175.7 SWST2013 165.1 165.7 174.7 SWST2014 164.0 164.6 168.9 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 34 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST4825 352.0 352.6 359.5 SWST4424 354.5 355.2 360.9 SWST4423 355.0 357.0 359.5 SWST4425 379.9 380.3 391.9 SWST4426 380.3 381.8 389.2 SWST4421 381.5 384.7 388.9 SWST4420 382.7 386.4 385.9 SWST4422 393.3 393.7 399.4 SWST51309 383.6 387.2 386.6 SWST4419 387.7 389.3 390.7 SWST4441 406.5 406.5 410.5 SWST201 377.7 379.2 392.6 Node_16 380.8 382.3 394.0 SWST1228 388.8 390.3 401.9 SWST1227 396.4 397.9 411.1 SWST1243 405.0 406.6 420.3 SWJT231 416.0 417.7 424.0 SWST1244 416.1 417.7 424.1 SWST186 415.9 418.8 422.8 SWST38 270.6 275.7 273.6 SWST32 269.4 275.1 273.8 SWST37 269.0 273.9 273.8 SWST34 267.7 273.1 274.4 SWST36 251.4 252.2 255.4 SWST3494 324.4 326.3 328.9 SWST545 324.8 327.3 330.4 SWST3495 325.8 329.1 332.9 SWST544 328.8 333.1 334.4 SWST543 331.7 336.3 342.4 SWST542 335.3 343.6 354.0 SWST3462 336.8 347.3 349.9 SWST666 367.9 368.1 373.5 SWST3461 339.2 350.9 349.5 SWST3459 346.1 353.9 352.8 SWST795 347.2 347.3 350.4 SWST72 343.9 348.2 347.7 SWST665 375.5 375.8 382.5 SWST3460 343.5 351.7 349.3 SWST3463 345.3 351.2 352.4 SWST4549 348.5 356.1 356.6 SWST28201 345.1 346.6 349.1 SWST664 378.0 378.7 381.2 SWST3452 345.7 353.5 356.6 SWST3464 358.7 359.2 363.8 SWST3457 354.3 361.1 360.9 SWST663 378.5 378.6 382.1 SWST4550 377.2 378.7 380.1 SWST3451 351.0 357.5 368.9 SWST3458 355.3 362.7 363.4 SWST3502 351.8 360.6 367.3 SWST3456 359.3 366.6 367.7 SWST3450 353.2 362.2 363.8 SWST3455 360.8 367.8 370.6 SWST3504 361.7 366.6 368.1 SWST3392 354.5 364.0 366.4 SWST946 366.4 366.9 370.8 SWST947 376.7 376.7 381.5 SWST3454 364.9 370.5 372.6 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 35 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST3505 365.7 366.6 368.4 SWST3391 355.0 364.3 365.2 SWST3453 367.5 373.0 374.0 SWST3506 361.9 366.6 365.3 SWST3389 357.0 365.3 363.4 SWST3501 367.7 375.0 374.4 SWST3390 357.4 365.7 363.3 SDMP1N 368.1 375.1 375.7 SWST2211 371.3 377.5 377.8 SWST37447 360.7 365.8 366.3 SDMP2N 368.9 375.3 377.3 SWST2210 373.0 379.5 379.2 SWST37444 361.4 365.9 366.9 SDMP3N 369.9 375.6 379.6 SWST40008 373.5 380.2 379.6 Node_81 383.4 383.4 387.4 SWST37446 361.9 366.0 367.3 SDMP4N 371.0 376.0 381.1 SWST40009 377.9 383.4 382.4 SWST4544 371.9 375.7 375.1 SDMP5N 372.1 376.3 376.0 SWST4545 372.4 376.4 376.2 SWST4546 373.2 379.6 378.4 SWST4548 382.1 382.1 388.4 SWST1913 419.9 420.5 428.6 SWST1914 419.2 419.7 428.0 SWST1915 414.2 415.1 427.0 SWST1916 413.8 414.2 427.0 SWST561 327.3 332.1 329.7 SWST558 327.0 333.5 334.5 SWST1189 326.7 333.7 334.0 SWST562 326.2 334.4 333.3 SWST550 325.2 334.5 333.6 SWST563 324.8 333.9 333.6 SWST557 327.7 336.4 334.4 SWST551 333.1 340.4 339.3 SWST1302 323.4 332.5 333.5 SWST24875 326.4 333.9 332.5 SWST1303 320.9 330.3 328.7 SWST1304 318.0 320.4 323.9 SWST942 309.0 311.1 320.9 SWST1306 315.4 316.1 321.3 Node_18 308.3 310.8 319.6 SWST565 311.0 311.1 320.1 SWST568 317.0 317.0 321.7 SWST1305 318.8 320.7 327.2 SWST931 316.0 317.6 321.4 SWST4861 307.4 310.2 318.0 SWST941 318.9 320.5 326.5 SWST489 323.0 324.3 332.4 SWST3763 305.9 307.4 315.9 SWST927 320.4 322.7 329.3 SWST490 326.9 337.1 335.3 SWST3764 303.5 306.0 319.0 SWST930 322.2 326.4 332.0 SWST488 330.9 341.6 338.8 SWST3765 303.2 306.0 320.6 SWST928 324.4 328.5 328.2 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 36 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST3768 302.8 305.8 315.2 SWST3767 311.9 312.3 317.1 SWST4492 302.5 304.8 314.2 SWST3766 314.8 315.3 320.0 SWST3769 302.1 304.6 315.1 SWST3775 320.8 321.3 324.7 SWST4107 301.7 303.1 316.4 SDMP_REG1 298.0 301.5 314.3 SWST31833 304.5 305.5 313.9 SWST3603 298.0 301.5 316.7 Node_44 282.2 283.5 308.7 SWST3690 312.8 313.5 327.6 SWST4493 305.5 306.8 316.4 SWST3602 309.4 309.6 316.9 SWST3605 322.7 324.2 330.9 SWST3624 326.6 326.6 329.7 SWST4167 193.0 194.1 206.0 SWST2348 193.1 194.2 214.1 SWST4126 193.3 196.5 210.0 SWST4125 193.4 196.6 210.0 SWST1724 193.5 197.2 209.7 Node_27 193.3 195.3 213.5 SWST4124 193.6 198.0 209.5 SWST4166 193.1 195.1 214.0 SWST4123 194.5 201.2 213.6 SWST2347 193.0 194.5 206.0 SWST4122 195.2 203.4 211.7 SWST389 209.2 210.0 212.4 SWST4145 195.8 204.4 208.4 SWST391 211.4 215.6 214.6 SWST4146 197.3 204.9 204.0 SWST4144 202.2 209.6 207.6 SWST380 197.6 205.5 203.2 SWST376 197.8 204.9 203.1 SWST4742 198.7 209.6 208.9 SWST377 199.6 204.3 201.3 SWST374 197.9 205.5 203.2 SWST375 197.5 204.9 202.5 SWST4141 204.1 211.9 212.5 SWST4143 201.3 209.7 208.0 SWST4147 205.6 212.4 211.0 SWST4133 208.7 217.6 215.2 SWST4140 201.8 209.0 206.7 SWST4149 207.9 212.7 210.3 SWST4136 202.0 209.0 206.4 SWST3096 364.5 368.8 368.5 SWST2408 364.7 368.8 368.9 SWST2473 363.8 368.8 372.3 SWST2471 365.9 368.8 373.1 SWST2472 367.1 368.8 373.1 SWST2474 362.3 362.8 368.8 SWST3100 371.8 372.2 376.3 SWST3099 366.8 369.0 371.3 SWST51301 319.1 319.9 325.4 SWST3552 317.2 318.0 325.0 SWST3848 251.2 255.9 254.0 SWST4060 246.1 251.6 249.2 SWST4062 242.9 248.4 247.6 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 37 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST4065 240.0 247.6 245.4 SWST4044 239.3 247.4 245.7 SWST4045 236.8 244.6 249.3 SWST4054 247.7 254.1 253.3 SWST4043 232.6 236.2 242.6 SWST3845 255.3 261.1 259.9 SWST4041 228.6 233.3 236.8 SWST2418 259.4 263.3 264.3 SWST4042 227.1 231.3 234.0 SWST22 229.2 233.3 236.2 SWST2419 263.0 266.6 269.4 SWST2435 260.7 263.3 263.6 SWST2064 224.2 228.4 230.0 SWST353 229.8 233.3 236.2 SWST2420 264.7 266.6 268.4 SWST3721 266.8 269.4 269.8 Node_12 222.8 226.7 227.7 SWST24 230.4 233.3 236.1 SWST4661 264.8 266.6 267.7 SWST3722 267.3 273.7 271.5 SWST4057 222.6 226.1 227.9 SWST19266 224.0 226.7 227.3 SWST23 231.3 233.4 238.0 SWST2422 267.6 267.6 274.2 SWST3719 268.5 275.8 277.8 SWST1449 217.0 218.0 224.7 SWST19 224.8 229.3 228.5 SWST4059 225.3 226.4 227.3 SWST4056 233.2 233.8 238.5 SWST2421 272.0 272.0 275.5 SWST3720 268.9 275.9 277.9 SWST3847 269.3 278.0 277.1 SWST1450 213.1 214.5 223.7 SWST8 220.6 221.1 225.1 SWST1446 218.7 218.7 224.0 SWST2344 225.1 229.3 229.0 SWST19265 225.3 229.7 228.8 SWST4058 226.9 227.7 230.8 SWST4046 236.4 236.8 239.3 SWST4055 236.6 236.6 239.4 SWST3717 270.0 276.4 278.7 SWST3846 269.8 278.2 276.8 SWST1445 210.6 212.6 223.7 SWST1375 218.6 219.1 229.4 SWST2073 225.3 229.3 229.2 SWST20 226.4 233.4 232.3 SWST3718 270.7 276.3 274.5 SWST1441 208.2 210.4 216.9 SWST19263 214.7 215.5 218.4 SWST3906 221.0 221.4 232.1 SWST1499 226.3 227.3 232.7 SWST2082 225.7 229.3 230.0 Node_51 207.5 209.6 216.8 SWST1439 210.5 213.3 214.6 SWST1444 214.8 216.4 219.4 SWST1354 226.3 226.9 230.7 SWST2345 226.8 233.6 231.8 SWST2083 227.3 229.3 229.7 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 38 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST235 207.5 209.6 216.8 SWST1442 215.7 216.9 218.7 SWST1353 226.7 226.7 229.2 SWST1584 228.8 235.6 233.5 SWST644 207.8 210.5 216.3 Node_50 207.4 209.0 216.8 SWST3981 240.2 240.8 243.5 Node_32 209.0 213.5 217.1 SWST1379 210.1 218.0 218.3 SWST1368 212.9 219.5 219.6 SWST1382 212.2 220.1 219.8 SWST1371 216.1 223.5 222.4 SWST1373 213.9 219.6 217.7 SWST15501 214.5 221.3 221.6 SWST1367 219.6 225.3 225.1 SWST1335 217.0 223.6 223.7 SWST1378 220.9 229.7 227.8 SWST1338 217.7 224.0 222.4 SWST1188 224.4 232.3 232.1 SWST1337 218.7 225.0 222.8 SWST1377 226.3 236.0 234.5 SWST1330 225.2 232.4 229.7 SWST1336 219.1 225.1 223.1 SWST2231 229.2 238.8 236.8 SWST61184 226.6 232.8 230.2 SWST2268 229.1 234.9 232.8 SWST1183 229.0 234.0 232.8 SWST2269 230.4 236.2 234.2 SWST2271 232.1 238.5 239.0 SWST2272 233.1 240.9 239.3 SWST2270 233.7 238.5 238.7 SWST2273 235.1 240.9 240.5 SWST38280 349.7 351.9 353.7 SWST38279 349.0 350.4 354.4 SWST38277 345.4 348.0 350.9 SWST38297 343.0 344.6 348.5 SWST38299 340.7 341.4 346.1 SWST33843 343.2 343.8 348.5 SWST16890 315.7 316.3 317.2 SWST10448 344.1 346.4 347.9 SWST33842 347.1 348.7 351.2 SWST33841 351.5 352.1 355.2 SWST40013 288.0 288.4 292.0 SWST40012 287.8 288.4 291.3 SWST3539 287.5 288.4 292.0 SWST40011 287.4 288.4 294.8 SWST4664 287.3 288.4 299.2 SWST3067 284.4 286.4 297.4 SWST3095 307.7 307.7 313.0 SWST3069 281.7 286.2 286.5 SWST3005 318.1 318.1 321.7 SWST3057 280.9 286.1 284.2 SWST3058 279.5 283.1 283.4 SWST23263 276.7 281.1 281.8 SWST3327 283.7 287.7 287.8 SWST3521 272.9 279.0 278.6 Node_25 286.0 290.8 290.0 SWST3328 286.9 291.3 292.2 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 39 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST1404 210.7 217.1 214.8 SWST1405 209.6 216.4 214.1 SWST51420 208.0 215.8 213.3 SWST33434 207.8 214.1 212.4 SWST1414 207.4 210.2 211.6 SWST1411 207.0 207.8 211.1 SWST1413 206.0 211.8 212.3 SWST2522 203.9 204.3 215.0 Node_49 201.7 202.2 213.5 SWST4808 201.4 202.2 213.3 SWST392 201.2 201.8 212.3 SWST4129 205.3 205.9 212.4 SDMP_REG2 196.4 196.9 212.5 SWST393 206.6 206.8 209.8 SWST4108 206.8 212.9 213.5 SWST1641 210.6 215.5 216.7 SWST1636 209.0 214.6 213.1 SWST4128 213.7 220.2 218.3 SWST714 327.5 333.9 331.5 SWST717 327.5 337.1 335.8 SWST4474 326.6 335.9 335.9 SDMP_MH22 326.2 334.9 338.2 SDMP_MH21 325.0 332.8 339.0 SWST687 332.3 332.8 338.3 SWST692 320.1 329.0 326.9 SWST776 339.1 339.1 344.8 SWST689 303.8 318.1 316.1 SWST777 335.6 337.9 347.6 SWST706 305.1 318.5 320.0 SWST693 302.4 316.6 313.8 SWST779 335.7 338.2 348.5 SWST775 335.1 337.8 344.7 SWST705 307.7 318.7 315.7 SWST698 299.8 313.8 313.6 SWST778 335.9 338.3 347.5 SWST773 335.0 337.7 344.4 SWST676 310.2 319.3 316.7 SWST701 298.2 302.0 310.4 SWST733 336.4 338.8 343.1 SWST782 334.4 337.0 344.1 SWST677 313.0 320.7 318.5 SWST682 314.4 321.3 320.4 SWST704 296.6 300.4 310.4 SWST26979 334.6 336.1 343.4 SWST916 294.8 298.6 307.8 SWST728 334.2 335.5 343.2 SWST912 290.4 294.0 305.4 SWST915 301.5 308.7 315.9 SWST729 332.8 334.3 343.0 SWST4528 288.4 293.2 304.1 SWST26982 291.5 298.0 305.7 SWST923 291.0 294.4 303.1 SWST914 309.7 320.6 323.9 SWST730 332.0 333.6 342.3 SWST1018 287.5 292.1 298.5 SWST726 292.2 301.6 305.7 SWST926 292.0 295.3 298.2 SWST913 318.0 325.7 330.6 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 40 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST783 330.9 332.7 340.7 SWST1019 285.9 289.9 297.2 SWST1257 288.1 292.3 298.1 SWST721 292.8 306.6 305.3 SWST1066 293.5 295.3 298.2 SWST784 322.7 329.6 338.1 SWST781 324.5 329.8 339.0 SWST1020 283.9 288.8 295.7 SWST725 296.2 306.7 306.6 SWST763 324.4 330.8 338.8 SWST1256 283.4 288.6 295.2 SWST712 297.0 309.5 308.3 SWST807 298.5 305.8 303.0 SWST764 328.4 332.1 340.8 SWST1694 286.3 288.6 294.5 SWST1255 283.0 288.5 295.9 SWST708 303.8 309.5 311.3 SWST1201 297.5 310.3 306.2 SWST762 332.1 334.8 342.3 SWST2122 286.9 288.6 294.3 SWJT141 282.8 288.5 295.8 SWST707 308.8 309.5 312.5 SWST756 339.1 340.3 352.9 SWST757 342.0 342.4 343.4 SWJT8 282.5 286.8 296.5 SDMP_MH1 282.7 288.6 298.7 SWST752 342.7 343.8 353.1 SWST2363 284.7 286.8 293.6 Node_20 282.0 285.6 289.5 SWST1258 284.1 288.6 296.2 SWST750 345.0 346.2 354.8 SWST2366 285.9 286.8 293.6 SWST214 289.4 289.4 293.4 SWST2149 285.0 288.6 294.0 SWST748 346.4 348.8 355.8 SWST2361 286.7 286.8 293.8 SWST2365 287.0 287.0 293.8 SWST1260 285.6 289.2 294.2 SWST736 353.4 355.4 363.7 SWST744 348.5 354.0 353.7 SWST216 287.8 287.9 291.8 SWST1259 285.8 289.2 294.4 SWST615 358.5 360.1 370.6 SWST667 354.8 362.8 361.1 SWST745 349.1 354.1 353.1 SWST2217 286.6 289.2 294.5 SWST614 367.2 368.6 377.9 SWST620 356.2 364.9 363.1 SWST2218 287.1 289.2 295.4 SWST2376 374.0 375.2 384.6 SWST611 370.3 373.5 377.5 SWST619 361.8 368.9 367.6 SWST2219 287.4 289.4 297.0 SWST2377 383.1 383.4 394.0 SWST1073 288.5 290.0 296.1 SWST1041 291.3 293.6 298.7 SWST1075 289.5 290.1 296.4 SDMP_MH4 293.0 298.6 299.4 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 41 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST1040 290.8 294.4 298.4 SWST1068 292.1 292.4 296.2 SWST1046 296.5 304.5 303.6 SWST1047 298.1 306.5 305.7 SWST1057 290.2 297.7 298.5 SWST1067 292.3 292.8 296.3 SWST1037 307.3 307.7 309.3 SWST1043 302.9 312.6 311.0 SWST1062 290.0 300.7 299.4 SWST1029 305.3 313.1 310.9 SWST1035 307.3 313.5 312.7 SWST1059 293.0 304.6 302.4 SWST206 296.2 300.7 300.7 SWST1026 310.6 317.3 315.8 SWST1033 311.6 314.9 317.1 SWST1058 296.9 306.2 306.2 SWST1031 311.5 318.5 316.8 SWST1053 299.1 310.4 307.7 SWST1032 312.7 320.3 317.8 SWST2220 318.6 318.9 322.6 SWST1055 302.7 312.3 310.3 SWST3744 301.1 312.1 310.1 SWST2368 318.3 320.3 323.3 SWST1054 309.2 317.1 316.6 SWST2477 317.1 321.0 321.1 SWST2478 316.2 320.1 319.5 SWST2156 314.9 319.0 319.3 SWST3546 315.6 316.6 316.8 SWST1778 382.4 382.4 385.2 SWST1780 377.3 378.1 388.4 SWST1779 381.0 381.0 389.0 SWST1781 379.9 379.9 387.4 SWST1762 379.0 379.0 387.7 SWST1761 367.5 367.5 375.9 SWST1763 383.9 383.9 391.2 SWST1760 366.3 366.3 374.6 SWST1765 390.8 390.8 399.3 SWST1759 364.0 364.0 372.8 SWST1732 361.9 361.9 371.1 SWST1731 359.3 361.3 366.5 SWST1733 349.8 351.0 357.4 SWST1736 344.4 345.8 351.8 SWST1737 331.7 343.1 343.4 SWST1740 330.6 342.5 342.0 SWST1745 337.2 342.5 350.1 SWST1741 330.1 342.5 340.7 SWST1748 348.8 348.8 356.8 SWST1746 341.9 342.5 349.8 SWST1742 329.7 342.4 339.8 SWST1775 359.2 359.2 367.3 SWST1899 328.5 342.2 342.2 SWST1753 367.1 367.1 375.9 SWST1777 358.2 359.2 366.8 SWST4756 336.5 337.4 341.3 SWST1839 339.2 342.2 346.9 SWST1754 368.8 368.8 375.5 SWST1772 370.4 370.4 377.8 SWST1749 327.7 328.3 334.5 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 42 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST2341 337.7 342.2 348.1 SWST1752 371.3 371.3 376.7 SWST1755 369.3 369.3 374.7 SWST1773 376.2 376.2 382.9 SWST1751 322.0 322.6 328.6 SWST1750 318.6 319.2 322.6 SWST1837 335.5 342.2 352.2 SWST1774 375.0 375.7 379.0 SWST1844 336.1 336.1 342.0 SWST2052 321.5 322.1 324.9 SWST1838 334.1 342.2 347.8 SWST1843 336.7 336.7 341.0 SWST3482 312.4 313.7 320.4 SWST1842 337.3 337.3 340.6 SWST1841 338.2 338.2 342.4 SWST4807 205.4 206.5 214.9 SWST4118 206.9 209.6 219.0 SWST401 207.1 209.9 219.1 SWST4117 208.1 210.6 219.7 SWST4116 209.5 213.8 218.8 SWST4113 212.0 218.1 219.5 SWST4115 210.0 215.1 217.4 SWST4109 214.4 223.4 220.8 SWST4110 216.0 223.7 221.5 SWST4814 182.0 182.8 192.0 SWST632 185.0 193.3 196.0 SWST631 187.1 196.2 196.4 SWST599 191.5 198.4 198.1 SWST597 194.3 200.7 199.3 SWST598 195.8 202.2 200.5 SWST2314 195.3 200.2 198.0 SWST3741 140.7 144.9 145.2 SWST3739 136.5 144.9 145.3 SWST3738 134.4 142.8 143.2 SWST3740 140.5 145.6 145.0 SWST3737 132.5 141.7 141.9 SWST3735 130.4 134.5 140.4 SWST3730 133.3 136.3 140.3 SWST49 124.1 127.9 138.5 SWST1948 132.2 139.6 142.2 SWST3731 133.9 136.3 140.0 SWST4841 124.0 126.5 138.9 SWST4363 136.3 141.2 144.1 SWST3726 134.2 139.6 141.7 SWST4348 137.7 142.4 146.9 SWST4347 138.4 143.2 148.2 SWST4346 146.3 149.2 152.0 SWST4345 146.6 149.5 153.1 SWST4358 146.7 149.6 151.2 SWST4344 147.9 150.4 154.9 SWST4356 149.5 149.5 153.5 SWST4342 148.3 150.7 155.6 SWST4355 150.0 150.4 154.2 SWST4343 148.9 151.5 157.3 SWST4341 149.3 151.6 157.4 SWST4340 156.5 156.9 160.7 SWST4365 150.4 154.9 155.9 SWST4350 151.2 151.5 155.2 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 43 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST4353 151.3 151.5 156.1 SWST4159 200.0 203.9 202.5 SWST4162 197.5 203.5 204.2 SWST596 195.5 196.0 201.8 SWST4161 198.4 204.8 203.0 SWST4158 199.3 203.5 202.3 SWST1929 185.2 185.7 201.3 SWST4338 159.9 161.2 166.9 SWST4192 165.5 167.5 175.9 SWST4183 169.1 173.8 178.6 SWST4337 168.2 169.3 172.7 SWST4188 171.6 178.1 176.7 SWST4189 172.3 178.4 176.7 SWST4232 179.3 184.5 182.5 SWST4198 177.5 183.5 183.4 SWST4187 176.3 181.2 181.9 SWST4233 180.2 183.5 182.8 SWST40046 175.3 180.3 181.6 SWST40048 175.9 177.0 179.3 SWST4222 175.8 177.4 179.6 SWST26146 164.5 165.2 179.0 SWST4335 175.6 178.7 181.7 SWST801 294.9 297.1 299.4 SWST802 294.6 296.9 299.6 SWST803 291.6 296.4 296.0 SWST804 288.7 293.3 294.2 Node_33 288.1 290.6 294.7 SWST1205 290.0 293.3 292.7 SWST2362 286.4 290.0 296.1 SWST2225 294.6 294.6 299.1 SDMP_MHSJ4 291.4 292.5 298.1 SWST219 282.0 286.0 291.0 SWST1721 291.8 294.3 295.3 SWST218 282.2 285.1 289.7 SWST2057 293.3 299.5 297.3 SWST217 283.2 284.7 289.6 SWST28202 408.9 409.4 410.9 Node_36 409.7 410.7 412.6 SWST1869 416.7 417.1 426.9 SWST27801 428.5 428.5 430.0 SWST1870 418.6 420.1 427.8 SWST1873 421.8 421.8 428.4 SWST2402 379.6 385.1 385.7 SWST2403 380.7 385.1 386.6 SWST2404 380.0 383.9 389.3 SWST3103 381.3 385.6 384.1 SWST2406 375.1 381.7 379.5 SWST2405 372.7 375.4 377.4 SWST2407 367.8 368.2 375.8 SWST2412 322.3 323.1 328.6 SWST10459 370.9 370.9 374.7 SWST4826 320.1 320.9 325.0 SWST886 190.5 196.4 194.3 SWST879 188.2 196.2 195.7 SWST882 187.6 195.5 195.7 SWST884 187.4 194.2 195.5 SWST890 187.1 192.2 198.0 SWST885 194.2 195.6 197.4 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 44 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST191 187.0 188.2 189.0 SWST2234 209.5 210.0 219.5 SWST1623 221.3 221.9 231.5 SWST1635 223.4 227.3 231.5 SWST4597 331.5 337.3 334.7 SWST4850 328.3 328.7 333.3 SWST4847 283.4 286.0 285.2 SWST413 220.9 221.3 223.6 SWST4114 216.0 216.6 224.5 SWST4806 206.3 206.9 215.9 SWST10853 332.0 332.0 335.0 SWST13244 339.1 339.1 342.6 SWST2411 338.2 339.1 343.4 SWST3061 300.1 300.1 304.2 SWST2154 298.0 298.8 303.3 SWJT2646 317.0 317.8 321.1 SWST3541 294.4 295.0 296.0 SWST3540 317.3 322.2 321.3 SWST3086 337.4 337.4 340.1 SWST3085 325.1 326.5 329.3 SWST2041 164.1 164.9 174.1 SWST2040 165.3 166.1 179.4 SWST2039 173.7 174.3 178.1 SWST2017 173.7 176.3 179.3 SWST2043 176.9 181.5 180.0 SWST2042 177.2 181.7 180.0 SWST1397 218.9 218.9 220.8 SWST1398 215.7 216.9 224.9 SWST1399 211.5 212.3 225.5 SWST4220 172.8 173.5 177.5 SWST4184 172.2 173.5 178.3 SWST26147 164.5 165.0 178.7 SWST4219 173.3 173.9 177.8 SWST10043 433.0 433.6 437.0 SWST4605 401.3 401.6 406.5 Node_82 385.0 385.3 390.0 SWST2523 212.5 213.3 221.5 SWST415 222.8 224.1 226.0 SWST416 223.7 227.4 226.5 SWST4824 245.0 245.8 255.1 SWST4676 261.2 273.5 271.2 Node_98_Dummy 240.6 240.8 241.6 Node_97_Dummy 260.7 261.0 264.7 Node_89 461.0 461.0 466.0 Node_88 458.5 459.8 466.0 SWST4228 164.4 164.4 167.6 SWST4196 158.5 160.1 167.3 SWST4197 154.6 156.5 164.6 SWST4193 160.0 161.3 170.3 SWST4227 162.0 162.0 166.5 SWST4230 159.4 159.4 163.9 SWST4231 159.4 160.0 163.9 SWST4339 151.6 152.7 163.5 SWST4229 160.3 160.3 163.7 Node_56 326.6 326.6 336.4 Node_55 326.6 326.6 336.4 SWST3514 269.8 272.0 274.6 SWST3513 272.4 275.9 275.9 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 45 Schaaf & Wheeler September, 2018 Cupertino Existing Nodes________________________________________________________________________Appendix A-Nodes Node Name Invert El. (ft) 10-year HGL (ft) Ground Level (ft) Existing Nodes SWST23266 258.4 265.0 262.4 SWST23265 268.4 269.0 270.9 SWST4586 316.0 316.4 316.9 SWST4585 320.5 320.9 325.5 Node_54 371.0 371.5 376.0 Node_53 411.0 412.0 416.0 Node_95_Dummy 256.9 257.4 260.9 Node_96_Dummy 242.3 242.7 243.3 SWST4775 170.8 178.4 175.8 SDMP_OF4 167.6 168.6 172.6 SWST27394 281.9 282.4 285.0 SWST27395 276.7 282.0 283.6 Storm Drain Master Plan, Cupertino __________________________________________ A-Nodes 46 Schaaf & Wheeler September, 2018 SWST4891 SWST4847 SDMP_SJMH7 SDMP_REG2 SDMP_OF4 SDMP_OF3 SDMP_OF1 SDMP_MHSJ3 SDMP_DITCHOUT Node_98_Dummy Node_96_Dummy Node_83Node_82 Node_54 Node_37 Node_20 Node_88 Node_75 Node_55 Node_57 SWST208 SWST209 SWST3169SWST1168 SWST4841 SWST4829 Node_64 Node_65 Node_66 Node_67 Node_72 Node_73 Node_85 Node_86 SWST1271 SWST3441 SWST3690 SWST6333 Node_40 SWST5935SWST3764SWST3605 SWST3780 SWST1270 SWST3765SWST3768SWST3767SWST3775SWST3766 SWST1167 SWST1180SWST1166SWST1178 SWST1161 SWST3168SWST3177 SWST1165 SWST1177SWST1162 SWST1176 SWST3171SWST1174SWST1173 SWST1164 SWST1132 SWST1144 SWST1128 SWST677SWST1129SWST1130SWST1124 SWST733 SWST1142 SWST676SWST682SWST4293 SWST717 SWST1141 SWST714 SWST1721SWST2057 SDMP_MHSJ4 SWST4294 SWST1140SWST1155 SWST4474SWST1152SWST1119 SWST4526SWST196 SWST705SWST200SWST706SWST1137SDMP_MH22SWST778 SWST219SWST195SWST779SWST2362 SWST1117SWST199SWST198SWST1151 SWST218 SWST707SWST197 SWST708 SWST1201SWST712 SWST689SWST976SWST692SDMP_MH21SWST1100 SWST4460 SWST687SWST776SWST777 SWST2225SWST979SWST1102 SWST977 SWST775SWST1105 SWST725 SWST807SWST1113 SWST804SWST803SWST1096SWST802 SWST1097 SWST1092SWST1091 SWST782SWST773SWST1114 SWST693SWST989 SWST1205SWST988SWST987SWST1098SWST984SWST983 SWST3174 SWST801SWST26979SWST4461 SWST728 SWST1005 SWST1007 SWST4462 SWST1010SWST997SWST992SWST991SWST996SWST998 SWST721SWST1109 SWST994 SWST1017SWST10845SWST1012 SWST698 SWST701SWST1083SWST1087 SWST973SWST974 SWST2361 SWST216SWST729 SWST1089 SWST1084 SWST1077SWST1085SWST1086SWST975SWST10846 SWST2365 SWST2366SWST1013 SWST726 SWST214SWST2363SWST1108SWST4471SWST10847SWST730 SWST704SWST1001 SWST1694SWJT3847SWST2122SWST26982 SWJT8SWST10848SWST486SWST905SWST1002SWST783SWST903SWST902SWJT141SWST485SWST484SWST43299SWST482SWST791 SWST1255 SWST789SWST787SWST785SWST1015SWST810SWST809 SWST4881SWST1256SWST4882SDMP_MH1SDMP_MH7SWST1230 SWST4883SWST1239SDMP_MH20 SWST1238 SWST1019 SWST1020SWST912 SWST4528 SWST916SWST1237SWST915SWST914SWST913 SWST1018SWST2774 SWST781 SWST784SWST2382 SWST4884SWST26984 SWST764 SWST763 Node_36 SWST762SWST756SWST752SWST750 SWST1258SWST748 SWST2378 SWST2379 SWST736SWST615 SWST923SWST614SWST2376SWST2377SWST2372 SWST1257SWST2214SWST1240SWST2337SWST2380SWST1242 SWST1241 SWST2381 SWST4877SWST4879SWST4880SWST1037SWST1033SWST2149 SWST757SWST3566 SWST667 SWST926 SWST1259SWST611 SWST1260SWST745SWST744SWST1817 SWST4885 SWST4886 SWST561 SWST1035SWST1032SWST2368SWST186 SWST1046 SWST2217SWST1819SWJT231SWST557SWST558 SWST1244 SWST620SWST619 SWST4889SWST2218SWST4888SWST741 SWST1818 SWST1066SWST1189SWST1243 SWST2219 SWST1031SWST2220SWST1227 SWST1247 SWST421 SDMP_MHSJ2 SWST1047SWST1043 SDMP_MH4 SWST1067 SWST1068SWST1041SWST1075 SWST1073SWST1040 SDMP_SJMH6SWST436SWST562SWST550SWST439SWST551SWST1228SWST24875SWST1820SWST563SWST440SDMP_MHSJ1SWST438 SWST6336 SWST441 SWST442 SWST1029SWST1026SWST1246SWST468SWST473SWST472 SWST1057 SWST202SWST205SWST1245SWST1062SWST446SWST201 SWST1302SWST447 SWST1236 SWST206SWST3749 SWST3911SWST3908SWST3778 SWST4606 SWST3909SWST469 SWST4895SWST4896SWST1059SWST467 SWST466 SWST3748SWST7633 SWST1303SWST465SWST4527SWST480 Node_101 Node_102 Node_103 SWST478 SWST488 SWST1058 SWST462SWST460SWST457SWST454SWST452SWST450SWST448SWST3557 SWST743 SWST1053SWST1055SWST1054SWST1304SWST3556 SWST4892SWST4893SWST4894SWST4890SWST490SWST3785 SWST479 SWST203SWST3966SWST3914SWST3695SWST2338SWST29820SWST2241SWST2243SWST3555SWST568SWST940 SWST3744SWST3783SDMP_MH19 SDMP_SJMH5SWST938 SWST937 SWST565 SWST1306SWST1305 SWST942SWST489 SWST941 SWST931SWST927SWST930 SWST3760SWST2240 SWST4458 SWST3786 SWST928 SWST4483SWST3694SWST3751SWST3757 SWST4861SWST3442SWST3443SWST3750SWST3759 SWST579 SWST28602SWST3758SWST2242SWST3763 SWST28601SWST3752SWST3753SWST3754SWST3576SWST3755 SWST3971SWST3624SWST1269SWST1267SWST1268SWST1266SWST1264SWST1265 SWST26977 SWST2490 SWST4492 SWST3746 SWST2339 SWST3297 SWST3769 N_REGNART1 SWST4826 SWST4825 SWST4451 SWST4417 SWST31833 SWST3761SWST1489 SWST4107 SWST4493 SWST3602 SWST154SWST3603SWST3324SWST3972SWST3325SWST51305SWST1822 SWST33434 SWST392SWST38317SWST33841 SWST3720 SWST51420SWST3679SWST38280SWST38279SWST3719SWST3721SWST2083SWST3722SWST2479SWST10446SWST2082SWST1405SWST2482 SWST393SWST4060SWST2522SWST3649SWST4062SWST2513SWST1404SWST1373SWST2073 SWST33842 SWST2344 SWST2013 SWST3847SWST3857 SWST3856SWST10448SWST33843 SWST19SWST20SWST4412 SWST2010SWST4414SWST3142SWST3143 SWST2011SWST2184SWST2515SWST19265SWST2514SWST3010SWST2512SWST2012SWST38299SWST4084SWST1730SWST4158SWST644 SWST235SWST3846SWST221SWST3110SWST3111SWST3688SWST4785 SWST4161SWST4065SWST4162 SWST4151SWST220 SWST896SWST4159SWST3072 SWST1972SWST4524SWST1973SWST4523SWST3009SWST38277 SWST4104 SWST38297SWST4525 SWST3845 SWST4046SWST2418SWST2419SWST38320SWST4068SWST4054SWST4044 SWST4055 SWST4106 SWST23SWST4056 SWST1442SWST3008SWST4105SWST4069SWST1444SWST2435SWST38322SWST4762 SWST1439SWST626 SWST369SWST19263 SWST4070 SWST24SWST4873SWST2422SWST2420 SWST4661 SWST894SWST2421SWST1555SWST521SWST3112SWST1556SWST353SWST660 SWST1441 SWST1450SWST19266 SWST4824 SWST4817 SWST4814 SWST4807 SWST4806 SWST4805 SWST4802 Node_58 Node_77 SWST3284SWST3283 SWST51306 SWST26971SWST1909 SWST2276 SWST4424 SWST153SWST4455SWST2277SWST3829SWST4423SWST3692SWST3973SWST4418SWST4482SWST4612SWST152SWST4454 SWST3434 SWST4453 SDMP_INLET1 SWST885SWST2275SWST161SWST3762SWST1619SWST1625SWST4430SWST3606SWST160SWST3974 SWST4426 SWST1644SWST4425SWST571 SWST150SWST4475SWST3982SWST3693SDMP_MH2SWST1262 SWST1645SWST3282SWST1261 SWST4429 SWST4420 SWST3830 SWST3975SWST4421 SWST1649SWST1648SWST3828 SWST51309 SWST1646SWST2273SWST2145SWST1263SWST3280SWST3281SWST4609 SWST155SWST4419SWST3279 SWST156SWST3983 SWST1647 SWST884SWST3278 SWST890SWST572SWST4422 SWST4446 SWST4427 SWST3827SWST3831 SWST882SWST4441 SWST2163 SWST2152 SWST2278 SWST3822 SWST3268SWST101016 SWJT190 SWST3976SWST35840 SWST879 SWST36241 SWST36239 SWST36240 SWST3824 SWST4132SWST2487SWST2272SWST4439SWST51432SWST4431SWST573SWST577SWST4443SWST578 SWST3276 SWST29812SWST3826 SWST3270 SWST2231SWST3825SWST3823SWST3782 SDMP_MH3 SWST3267 SWST1620SWST3269SWST158SWST3691SWST2269 SWST871 SWST3313SWST3314SWST3315 SWST4110SWJT147SWST3977SWST3312SWST1622SWST3271SWST2271 SWST878 SWST2497SWST2498 SWST3844 SWST886SWST877SWST3610 SWST3615 SWST2270SWST3614SWST3274SWST574SWST4481 SWST3699 SWST3781SWST4616SWST575SWST2486SWST2485SWST3309 SWST1621SWST3310SWST2484SWST4450SWST3266SWST3275SWST3273 SWST576SWST2496 SWST38276 SWST4618 SWST1623SWST4619SWST3954 SWST232 SWST2268 SWST1377 Node_25 SWST47 Node_59 Node_87 SWST4918SWST4516 SWST416 SWST874SWST3594SWST4109SWST3595SWST2956SWST2402SWST1350SWST2022SWST3932SWST29002SWST3873SWST3652 SWST872SWST3702SWJT150SWST4501 SWST415SWST1322SWST2403 SWST3600 SWST3700 SWST1635 SWST4466SWST3592SWST3593SWST3955SWST3625 SWST46 SWST4586 SWST4459 SWST4456 SWST4366 SWST4339 SWST4338 SWST4292 SWST4167 SWST40 SWST875SWST3869SWST3103SWST2404SWST413SWST3863SWST3864SWST3868SWJT158SWST1188 Node_21 SWST1330SWST61184 SWST2005SWJT148 Node_27 SWST4369 SWST38275SWST4500SWST40025 SWST4114 SWST4133SWST51289 SWST1215SWST4370SWST1183 SWST2409 SWST3629SWST3550SWST4367SWST4368 SWST3874 SWST370 SWST2008 SWST1223SWST1224SWST26974SWST2410SWST4113SWST4583SWST2391SWST1395 SWST2411SWST13244 SWST1325SWST3626SWST4371SWST3957SWST3577 SWST4977 SWST38274 SWST1342 SWST1347 SWST1348 SWST3870 SWST1341SWST3703 SWST1326SWST4374 SWST3860SWST3875SWST4392SWST3627 SWST4504 SWST4620SWST3964 SWST1999SWST2406SWST3630 SWST2957 SWST876 SWST1998SWST10459 SWST4376 SWST4373 Node_90 SWST4505 SWST2003SWST4136SDMP_MH5 SWST4140SWST1344SWST1343SWST4372SWST4143SWST1394SWST10851SWST2407SWST1327SWST4742 SWST1329 SWST1398SWST4377SWST9644 SWST4141 SWST1313 SWST4378 SWST4631 SWST4402 SWST3859 SWST4149SWST2405 SWST4147SWST1181SWST4115SWST1378SWST4116SWST4117SWST3704SWST1351SWST4457SWST4118 SWST4416 SWST1388 SWST401SWST4640SWST3876 SWST2001SWST2000SWST3631SWST2412 SWST38273 SWST1214SWST1210SWST3705SWST3865SWST1212SWST3866SWST3861SWST26559SWST4394SWST2959SWST1392SWST4404SWST3962 SWST4637 SWST4318 SWST4319SWST4405SWST26980SWST3978SWST3944SWST2516SWST4317SWST3100SWST2960SWST3961SWST3958SWST3871SWST4314 Node_41 SWST38272 SWST4636SWST3633 SWST3943SWST4380 SWST1997SWST20467SWST1397SWST2500 SWST1994SWST391SWST1359SWST1335SWST1338SWST29001 Node_28 SWST36 SWST1445SWST532 SWST893SWST22SWST1437SWST1436SWST1449 SWST4057 SWST1446SWST2209SWST2064SWST4727SWST4042SWST4043 SWST1438SWST4041SWST4059SWST4763 SWST3116SWST4731 SWST4045SWST4728 SWST596SWST38325SWST1478 SWST1976SWST8SWST661SWST2160SWST2979SWST2972SWST2971SWST4085SWST2207SWST4086SWST3115SWST38292SWST1479SWST3114SWST1480SWST1928SWST1476SWST4099SWST1550 SWST2279SWST3011SWST3113SWST38315 SDMP_MH13 SWST40004 SWST1460SWST2824SWST4581SWST231 SWST2283SWST1466SWST3124SWST1563SWST497SWST2427SWST2423SWST3789 Node_42 SWST2284SWST2425SWST1564SWST602SWST600SWST4088SWST40003SWST2977SWST1697SWST11245SWST38285SWST662SWST229SWST38305 SWST354SWST4730 SWST1547 SWST1548SWST4058 SWST1552SWST234SWST2424SWST12043 SWST4087 SWST2015SWST1219SWST4100SWST1217SWST1221SWST2036SWST2185SWST2186SWST2038SWST3117SWST1561SWST1431SWST1432SWST1428SWST3118SWST3119 SWST496 SWST2314SWST3986SWST4071 SWST597SWST520SWST598 SWST1981SWST3120SWST4083SWST628SWST4082SWST38311SWST2950SWST38289SWST627SWST2980 SWST1360 SWST1337SWST51301SWST1336SWST2472SWST4498SWST2474 SWST4144SWST2471 SWST1991SWST3951SWST3950SWST4379SWST3632SWST1989SWST2473 SWST4128SWST2483SWST3942SWST3706SWST3099SWST3940SWST1356 SWST377SWST4407 SWST3939 SWST4511SWST4408 SWST3931 SWST1357SWST3952SWST3938SWST3708SWST3947SWST3642SWST3707SWST3709SWST3710 SWST3712 SWST3711SWST3887SWST3713 SWST15655SWST3714SWST4381 SWST3552 SWST3549 Node_29 SWST3548 SWST3547 SWST3546 SWST3541 SWST3536 SWST3521 Node_60 Node_84 SWST3519 Node_61 Node_30 SWST1179 SWST3514SWST3512 SWST35041 SWST3497 Node_62 SWST3494 Node_63 SWST3491 Sunnyvale_104 SWST3867SWST4626SWST13250SWST51284SWST3872 SWST3877SWST3879SWST51278 SWST38332 SWST38328 SWST3878 SWST38331 SWST51280 SWST51279 SWST380 SWST51275 SWST3667 SWST374 SWST38330SWST3639 SWST51274SWST3645SWST3643SWST3644SWST3638SWST3641SWST51287SWST3640SWST3678SWST2408 SWST2949SWST3122 SWST11SWST10 SWST2281SWST3086SWST26969SWST26965 SWST26566 SWST1473SWST1471SWST3987SWST38288SWST1562 SWST2282SWST519SWST40006SDMP_MH18SWST3153 SWST38310SWST227SWST3121 SWST228 SWST3012SWST226 SWST2280SWST1433SWST2981SWST3540SDMP_MH17SWST4582SWST225 SWST599SWST4075SWST4076 SWST224 SDMP_MH15 SWST4008 SWST897SWST1539SWST1538SWST1540SWST38308SWJT2646 SWST1467 SWST3085 SWST512SWST4578SWST3989 SWST13SWST3988SWST4077SWST2426SWST3990SWST518SWST2990SWST2154SWST2978SWST3123SWST12 SWST631 SWST632SWST3061SWST4078SWST3811 SWST3816 SWST4536SWST4080SWST38287SWST4072 SWST2285SWST514SWST4073SWST2651SWST230SWST1452SWST659SWST658 SWST2287SWST2286SWST2801SWST516SWST4531 SWST3125 SWST2564 SWST1457 SWST1986SWST515SWST3016SWST1698SWST1699SWST2974SWST38303SWST4079SWST4081SWST2802SWST53SWST2991SWST38302SWST2975SWST2976SWST1565SWST814SWST4652SWST2455SWST2288 SWST2654SWST2973SWST3014SWST3015 SWST517SWST4571SWST2997 SWST601SWST12045SWST4656SWST2653SWST4575SWST4570SWST5060 SWST2961 SWST4146SWST2958SWST4122SWST4145SWST4123SWST4409 SWST376SWST3096SWST1354 SWST389SWST1641SWST2501SWST15501SWST4499SWST4382SWST1358SWST1353SWST3906 SWST3716 SWST3953SWST4510SWST4585SWST2502 SWST2043SWST4383SWST2506SWST2507SWST4386SWST28608SWST29819SWST2504 SWST2503 SWST2505 SWST3715 SWST375 SWST1729SWST1382SWST3646SWST3862SWST28607 SWST2962SWST2509 SWST222 SWST3718SWST4387 SWST3848SWST3717SWST4388 SWST2017SWST2042 SWST2039 SWST4400 SWST1728SWST2508SWST1724SWST4384SWST4108SWST4124SWST2510 SWST4166 SWST4125SWST4126SWST3647 SWST2040SWST2481SWST2477SWST1636SWST2348SWST1379SWST1368SWST1371SWST4389SWST2511SWST1367SWST2478SWST3648SWST1413SWST4385SWST1375SWST2345SWST277SWST1499SWST1584SWST1414SWST2156 SWST3981 SWST4129SWST1411 SWST4808 SWST4654 SWST4655 SWST3127 SWST38301SWST4604SWST2808 SWST4867SWST38284SWST4603SWST2995SWST2996 SWST3991SWST2803SWST3059 SWST3723 SWST2302SWST3126 SWST3791 SWST2982SWST3794 SWST2652 SWST2454 Node_44 Node_45 Node_46 Node_47 SWST2060SWST2453SWST2196SWST3792SWST2187 SWST2197 SWST4868SWST2206SWST3795 SWST70 SWST55SWST3131 SWST513SWST3796SWST3130 SWST240SWST2983SWST3128SWST1969SWST73SWST2058SWST36242SWST3790SWST4097SWST2188SWST2189 SWST237SWST2291SWST4797SWST238SWST2061SWST239 SWST3797 SWST333 SWST2309SWST592 SWST1932SWST2295SWST2178SWST2294SWST651SWST2293SWST2292 SWST643 SWST639SWST3129SWST2182 SWST501 SWST637SWST636SWST656SWST634SWST3062SWST633SWST641 SWST505 SWST640SDMP_LAT1 SWST2290SWST655SWST650SWST649SWST2289SWST648SWST2839SWST647SWST646SDMP_MH12SWST1453SWST2804SDMP_MH11 SWST4039 SWST3156 SWST2546SDMP_MH10SWST2547 SWST2548 SWST2549SWST2550SWST2645SWST10043SWST2552SWST2553SWST2551SWST3994SWST3993SWST3995SWST3984SWST3996SWST3997SWST3998SWST2838SWST3992SWST3535 SWST28202 SWST27395 SWST26147SWST26146 SWST2528 SWST2527 SWST2526 SWST2523 SWST236 SWST2347 SWST23266 SWST2235 SWST2234 SWST217 SWST2052 SWST2041 SWST2016 SWST2014 SWST2009 SWST193 SWST1929 SWST1916 SWST191 SWST1796 SWST1750 SWST1720 SWST16890 SWST146 SWST1399 SWST3999 SWST4870 SWST4002SWST4001 SWST652SWST4036 SWST591SWST4000SWST645SWST499SWST4869SWST642SWST2555 SWST2230SWST4003SWST4695 SWST653SWST654SWST507SWST3065SWST2429SWST2428 SWST2554 SWST38495SWST15256 SWST2579SWST2430SWST2431SWST2432SWST2805SWST29409SWST2984SWST2433SWST2648SWST1696SWST2578SWST4010SWST2650SWST2414SWST2647SWST4014SWST2643SWST2644SWST4480SWST74SWST75SWST3064SWST2655SWST2658SWST2646 SWST2944 SWST2942SWST2945 SWST2657SWST2837 SWST14854 SWST2989 SWST2416SWST2656 SWST2986 SWST1700SWST2845 SWST2806SWST2807SWST2841 SWST2840 SWST35040 SWST3132 SWST1701SWST1702SWST2153 SWST2943SWST2987 SWST2988 SWST2985SWST3071 SWST5102 SWST3070SWST3068 SWST2158 SWST2157SWST3066 SWST1705 SWST4005SWST4024SWST1708SWST1706SWST1704SWST1709SWST1703 SWST2417SWST4698SWST2955SWST2843SWST1707 SWST638SWST3005SWST3067SWST40009SWST4664SWST340SWST3095SWST78SWST4006SWST4565SWST2179SWST4559SWST4563SWST4560SWST4564SWST4028SWST76SWST40011SDMP4N SDMP5N SWST4548SWST4546SWST4545SWST4544 SWST4004SWST535 SWST2842 SWST2844SWST3539SWST3006 SWST2787SWST5107 SWST2778SWST4025SWST3135SWST10044SWST3134SWST3133 SWST342SWST3136SWST3069SWST2180SWST2193 SWST2192 SWST4697 SWST1 SWST4189SWST2664SWST4027SWST40012SWST657SWST1300SWST2191SWST2780SWST4026SWST2190SWST4335SWST1272SWST3137SDMP3NSWST3219SWST4219SWST4188SWST7144SWST4184 SWST40013 SWST3222 SWST3207SWST40008 SWST2213 SWST2461SWST2210 SWST4170SWST2212SWST2781SWST2715 SWST2462SWST2463 SWST4220SWST2464SWST2776SWST1229SWST2777SWST2779SWST2714SWST1299SWST2788SWST2681SWST2707SWST2690SWST2716 SWST4033 SWST4032 SWST4030SWST3057SWST3328 SWST4222SWST4029 SWST2920SWST2682 SWST40048SWST2211SWST4205SWST4850SDMP2NSWST4095SWST948SWST4700 SWST2888 SWST29408 SWST3210SWST1573 SWST2785SWST2786 SWST4337SWST1571 SWST37446 SWST27394 SWST2596SWST323SWST2925SWST2891SWST2892SWST37444SWST2893SWST2894SWST2886SWST2896 SWST2897 SWST3182SWST3183 SWST2887SWST3184SWST37447SWST3185SWST3187SWST3186 SWST4233SWST3201SWST3223SWST2924SWST4597 Node_48 Node_49 SWST4187 SWST40046 SWST4198 SWST2468 SWST4183 SDMP1N SWST40022 SWST2784SWST3188SWST1713SWST1273SWST3189SWST1712SWST3208SWST1714 SWST4232SWST3327SWST3058SWST3501SWST4171SWST38417SWST1711 SWST3453 SWST3390 SWST3389 SWST2155 SWST2699 SWST2898 SWST2899 SWST2783 SWST2683SWST951 SWST2469SWST1274SWST2782 SWST2460SWST3224 SWST4192SWST3454SWST950SWST2712 SWST949 SWST2889SWST3392SWST3391 SWST2717 SWST2459SWST3025SWST1297SWST3206SWST3205SWST3031 SWST4204SWST2713SWST4708SWST2860SWST3455SWST3505 SWST4176SWST3504SWST2789SWST2871SWST2790SWST4212SWST4172SWST2457SWST2791SWST2458SWST22064SWST3456SWST2792SWST946SWST2793SWST23263SWST2794SWST2703SWST3212SWST3211SWST2901SWST3216SWST2915SWST2586SWST2795SWST3509SWST2684SWST2696SWST36246SWST2903SWST2902SWST2796SWST2797SWST3506SWST3523SWST3215SWST3450 SWST2697SWST3510 SWST2661SWST3026SWST3225SWST3458SWST2687 SWST4201SWST36245SWST36244SWST2685SWST2698 SWST3457 SWST2701SWST2702 SWST2688SWST3372SWST947 SWST3181SWST3508SWST4970SWST3337SWST3357 SWST2916SWST4594 SWST2467SWST2695SWST2689SWST4942SWST663SWST2854SWST3502SWST344SWST2700SWST664SWST4550 SWST4242 SWST4200SWST355SWST3218SWST360SWST3213SWST2911SWST4549SWST3214SWST3331SWST3217 SWST4199 SWST3027 SWST3226 SWST2910SWST2606SWST3227 SWST4193SWST3451SWST3459SWST3335SWST2587SWST665 SWST27391 SWST311SWST4966 SWST2912SWST3180SWST2659SWST356SWST3233 SWST2855 SWST4228SWST2595SWST2583SWST2585SWST2594SWST2582SWST2584SWST4240SWST3028SWST3355SWST3340SWST4206SWST4207SWST2672SWST325SWST2745SWST4726 SWST326 SWST4196SWST4227SWST1915SWST328SWST327SWST1923SWST1924SWST3339 SWST3460 SWST2055 SWST16857SWST3452 SWST16856 SWST4208SWST3386SWST72SWST3021SWST2913SWST2798SWST3356SWST347SWST329SWST348SWST2465SWST2723SWST3332 SWST666 SWST28201 SWST3333 SWST3513SWST1922 SWST3017 SWST1921 SWST3334SWST1914 SWST795 SWST542 Node_31 Node_32 Node_33 Node_34 Node_50 Node_51 SWST317SWST4961SWST3023SWST3462SWST3461SWST1925 SWST4333 SWST4209SWST2599SWST104SWST314SWST315SWST3179 SWST319 SWST3029SWST3354 SWST2588SWST1913SWST4591SWST1895SWST3336 SWST4592SWST852 SWST2752 SWST3341 SWST1919 SWST3352 SWST3342 SWST3343SWST3345SWST3344 SWST3053SWST3347 SWST2856SWST3346 SWST3463SWST1869 SWST3022SWST1917 SWST2600SWST3531SWST3351 SWST3350SWST4553SWST27801 SWST4231SWST3018SWST3349SWST4674SWST3348SWST3052 SWST23264SWST3387 SWST3329 SWST332SWST2750SWST2677SWST2678 SWST4229SWST4197SWST4230SWST4214SWST3330 SWST3353 SWST2056SWST3020 SWST4213 SWST4245SWST1890SWST1870SWST3358SWST543 SDMP_MH6SWST2914 SWJT11475SWST2679SWST2601SWST2799SWST3511SWST3359SWST2849SWST2800SWST4173SWST4957SWST1891SWST3030SWST857SWST2470SWST2589SWST321SWST3516SWST2602SWST2614SWST1873 SWST2603 SWST4216SWST4215SWST3019SWST1911SWST544SWST1887 SWST2604SWST1874SWST3024SWST2704SWST2673SWST2626SWST3228SWST2674SWST821SWST2605SWST2675 SWST2769 SWST4247 SWST2885 SWST4218SWST856SWST3495SWST3360SWST2466SWST2850SWST4217SWST2590SWST2851 SWST3384 SWST2680 SWST2852 SWST2768SWST1876SWST2853 SWST4180SWST2857SWST545SWST4931SWST2593SWST2531SWST2883SWST2532SWST2905SWST2729SWST27803SWST2591SWST295SWST3464SWST3385SWST2530SWST2592SWST2884SWST1877SWST164SWST1292 SWST1868 SWST1952SWJT132 SWJT9863 SWST1804 SWST4340SWST168 Node_56 SWST4332SWST165SWST822 SWST4256 SWST2529SWST1722SWST25345 SWST4257SWST1951SWST1805SWST1968SWST830SWST2351SWST1276SWST2609SWST24881 SWST4331SWST836SWST1807 SWST4306 SWST4305SWST2046 SWST23265SWST854SWST24896SWST1879 SWST169SWST24895 SWST284SWST4672SWST851SWST306SWST2742SWST3529SWST302SWST2610SWST853SWST1880SWST2359SWST2623SWST2620SWST2360 SWST4181SWST2608SWST2607SWST1953SWST308SWST24463SWST3530 SWST4260SWST1806 SWST1881 SWST307 SWST51382SWST2390SWST1785SWST2047SWST2048 SWST4353SWST27799SWJT7047SWST4673 SWST1966 SWST1904SWST1784 SWST51008SWST1903SWST2355SWST1882 SWST4365SWST4341SWST4343SWST2387SWST837SWST4261SWST2354SWST4258SWST4262SWST850 SWST1568SWST1955 SWST4350SWST5048 SWST1883 SWST1956 SWST2612SWST1570SWST1789SWST2353SWST1884 SWST2352SWST2533 SWST2611 SWST4745SWST1885 SWST4342SWST1961SWST1790SWST2622 SWST1791 SWST2053 SDMP14PRUSWST844SWST2054SWST1788SWST861SDMP13PRUSWST838SWST51010SWST2356SWST1792SWST862SWST1940 SWST4344SWST1572SWST3569SWST4355SDMP11PRUSWJT11471SWST831SWST848SWST2613SWST849 SWST303SWST1797 SWST860 SWST1907SWST832SWST1793 SDMP9PRUSWST1958SWST1906 SWST4263SWST1960SWST27794SWST1957SWST1794SWST4830SWST859SWST27793SWST858SWST1963SWST1962SWST2358SWST839SWST1959 SDMP7PRUSWST843SWST1964SWST1294SWST4833SWST2357SWST864SWST846SWST845SWST840 SWST4356SWST1798SWST3532SWST2544SWST4345SDMP6PRUSWST1719SWST2044 SWST866SWST2045 SDMP4PRUSWST1936SDMP14WOLSWST287SWST2169 SWST1800 SWST2621 SDMP2PRUSWST1801SWST4265SWST27797SWST1908SDMP1PRUSWST1799 SWST4358 SWST4346SWST1298SWST285SWST27796SDMP13WOLSWST305 SWST1277SWST1278SWST1965 SWST304SWST841SWST4834SWST842 SWST3533SWST4832SWST3528 SWST21665SWST1765 SDMP11WOL SWST1763 SWST1779 SWST1780 SDMP10WOL SDMP7WOL SDMP8WOL SWST4347 SWST1781 SWST1762 SWST3740 SWST1778 SWST4988 SWST1774 SWST3739SWST4348SDMP5WOLSWST3741SWST1773 SWST2641SWST4979 SWJT86 SWST1761 SWST1772 SWJT85SWST1760 SWST4363SDMP4WOL SWST3738SWST51180SWST4775SWST4982 SWST3465SWST1759SWST1753SWST1755 SWST1754 SWST3737 SWST101SWST1752 SWST41SWST1732 SWST4987SWST4983 SDMP2WOLSWST99 SWST3726 SWST4308 SWST1945SWST1775 SWST3731 SDMP1WOLSWST1777 SWST49SWST3730SWST50SWST3735 SWST3733 SWST1948 SDMP_MH9SDMP_MH8SWST1947SWST1944 SWST1949 SWST3235SWST3236 SWST4780 SWST3432SWST3425SWST3423SWST3428 SWST3729SDMP3HOMSWST3429 SWST4950 SWST3734SDMP5HOMSDMP4HOMSWST1946SWST51168SWST90SWST3234SWST3468SWST3466SWST3467 SWST3237SWST3431 SWST868 SWST3419SWST91 SWST3426SWST1858SWST3418SWST3424SWST3427 SWST48SWST1287SDMP2HOMSWST3430SWST3417SWST1715 SWST3416SWST3414SWST3412SWST82SWST4985SWST3410SWST1716SWST3409SWST3402SWST3408SWST3407SWST3406 SDMP_OF5SWST87 SWST4949 SWST4948SWST1717SWST81SWST3403SWST867SWST83SWST3398SWST1731SWST51190SWST3400 SWST4956 SWST95SWST4953SWST3399SWST881SWST109SWST3397SWST4951SWST110SWST847SWST174SWST94SWST51370SWST34238SWST173SWST51369SWST43SWST1748SWST108SWST100SWST3250SWST3404 SWST1733 SWST37 SWST32SWST38 SWST4676SWST34SWST1745SWST1746 SWST1736 SWST3405 SWST1290 SWST111 SWST1737SWST1740 SWST1741 SWST2341 SWST1839SWST1742 SWST1837 SWST1838 SWST141 SWST1899 SWST4756 SWST142SWST175SWST176SWST177 SWST1749 SWST1841 SWST1751 SWST1842 SWST1843SWST1844 SWST3482 SWST4324 SDMP_MH23 SDMP_MH25 SWST2866 SDMP_MH24 SDMP_DITCH1 SDMP_REG1 Node_1 Node_2 Node_3 Node_4 Node_8 Node_6 Node_9 Node_11 Node_12 Node_13 Node_14 Node_16 Node_17 Node_18 Node_89 Node_81 Node_78 Node_76 Node_53 Node_97_Dummy Node_95_Dummy SWST1787 SWST2049 SWST1808 SWST27800 SWST863 SDMP_OF2SWST4605 SWST16862 SWST1192 SWST10853SWST10852 SWJT1 Node_99 Node_98 Node_97 Node_96 Node_95 Node_100 Esri, HERE, Garmin, © OpenStreetMap contributors, and the GIS user community 2018 Storm Drain Master PlanExisting Model Nodes Model Nodes Model Links City Limits ± 0 3,000 6,0001,500 Feet Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node 280_DITCH1 69.2 SWST4830 SWST4833 280_DITCH11 69.6 SWST1298 SWST285 280_DITCH12 52.4 SWST2169 SWST1936 280_DITCH14 14.9 SWJT11471 SWST284 280_DITCH15 22.9 SWST284 SWST4331 280_DITCH16 57.7 SWST4331 SWST4332 280_DITCH17 61.9 SWST4332 SWJT9863 280_DITCH18 36.8 SWJT11475 SDMP_DITCHOUT 280_DITCH3 7.7 SWST4834 SWST4832 280_DITCH4 82.1 SWST4832 SWST3528 280_DITCH5 89.9 SWST3528 SWST3533 280_DITCH6 117.4 SWST3533 SDMP_DITCH1 280_DITCH8 17.4 SWST1278 SWST1277 280_DITCH9 66.9 Node_90 SWST2357 280_DITCH9-1 52.0 SWST1277 Node_90 Link_1 21.6 SWST4004 SWST5107 Link_10 -3.8 Node_36 SWST1869 Link_100 79.6 SWJT9863 Node_99 Link_101 28.6 SWST90 Node_101 Link_102 27.0 Node_101 Node_102 Link_103 26.9 Node_102 SWST3407 Link_104 17.4 SWST1716 SWST91 Link_11 15.2 SWST4374 Node_37 Link_12 66.5 SWST2648 SWST1696 Link_122 7.6 SWST3405 Sunnyvale_104 Link_21 20.9 SWST232 Node_40 Link_22 20.9 Node_40 SWST3955 Link_23 -0.1 Node_41 Node_40 Link_24 102.1 Node_42 SWST1936 Link_25 102.4 SDMP_REG1 Node_44 Link_26 34.8 SWJT148 Node_45 Link_27 -0.6 Node_46 SWJT158 Link_29 59.3 Node_48 SWST1343 Link_3 117.1 SWST1255 SWJT141 Link_30 9.6 SWST2522 Node_49 Link_31 118.9 SWST235 Node_50 Link_32 89.0 Node_51 SWST235 Link_34 35.7 Node_53 Node_54 Link_35 0.0 Node_56 Node_55 Link_4 181.9 SWJT141 SWJT8 Link_5 183.4 SWJT8 Node_20 Link_54 0.5 Node_72 Node_64 Link_55 1.9 SWST2044 Node_75 Link_56 35.6 Node_76 Node_75 Link_57 5.4 Node_75 SWST866 Link_58 31.2 Node_75 SWST866 Link_59 2.3 SWST1787 SWST2046 Link_6 29.2 SWST4500 SWST4366 Link_60 28.4 Node_78 Node_76 Link_61 1.3 Node_64 Node_65 Link_62 10.0 SWST1808 Node_78 Link_63 8.9 SWST27800 Node_78 Link_64 7.4 SWST863 Node_76 Link_65 7.2 SWST2048 SWST1808 Link_66 1.3 Node_65 Node_66 Link_67 2.0 Node_66 Node_67 Link_68 6.0 SWST4605 Node_82 Link_69 1.8 Node_67 SWST35840 Link_7 4.8 SWST4505 SWST4376 Link_70 0.0 SWST2210 Node_81 Link_71 32.1 SDMP_OF2 Node_83 Link_73 22.1 Node_63 Node_62 Link_74 20.7 Node_62 Node_61 Link_75 20.7 Node_61 Node_60 Existing Pipes Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 1 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes Link_76 26.9 Node_60 Node_59 Link_77 26.8 Node_59 Node_58 Link_78 26.8 Node_58 Node_57 Link_79 26.7 Node_57 SWST2502 Link_80 14.3 SWST4366 Node_77 Link_82 11.4 SWST35840 SWST3824 Link_83 1.1 SWST36241 SWST36239 Link_84 -3.0 SWST36239 SWST36240 Link_85 10.7 Node_84 SWST35840 Link_86 0.0 Node_88 Node_89 Link_87 10.6 SWST3822 Node_84 Link_89 12.8Node_95_Dummy Node_96_Dummy Link_9 15.9 SWST2158 SWST35040 Link_90 3.0Node_97_Dummy Node_98_Dummy Link_91 -0.9 Node_85 Node_86 Link_92 5.7 Node_86 Node_87 Link_94 5.7 Node_87 Node_90 Link_95 89.1 SWST4458 Node_100 Link_96 178.4 SWST1294 Node_95 Link_97 73.7 SWST4833 Node_97 Link_98 208.7 SWST304 Node_96 Link_99 207.9 SWST1936 Node_98 REGNART11 57.0 SWJT158 N_REGNART1 REGNART12 57.0 N_REGNART1 SWST1313 REGNART13 59.4 SWST1313 Node_48 REGNART14 65.9 SWST1343 SWST1344 REGNART15 73.3 SWST1344 SWST1181 REGNART16 80.6 SWST1181 SWST1359 REGNART17 86.7 SWST1359 SWST1356 REGNART18 108.0 SWST1356 Node_47 REGNART19 2.8 SWST3906 SWST1375 REGNART2 7.1 SWST3785 SWST3786 REGNART20 12.9 SWST1375 SWST1450 REGNART21 77.7 SWST1450 SWST1445 REGNART22 84.9 SWST1445 SWST1441 REGNART23 89.5 SWST1441 Node_51 REGNART25 9.6 Node_49 SWST4808 REGNART26 22.4 SWST4808 SWST392 REGNART27 23.2 SWST392 SDMP_REG2 REGNART3 71.1 SWST3786 SWST4458 REGNART5 4.7 SWST3690 SWST31833 REGNART6 7.3 SWST31833 SDMP_REG1 SDMP_1PRU 14.0 SDMP1PRU SDMP13WOL SDMP_HOM1 25.9 SDMP3HOM SWST3429 SDMP_HOM10 9.2 SWST3237 SWST3236 SDMP_HOM11 8.3 SWST3234 SWST3235 SDMP_HOM2 49.2 SDMP3HOM SDMP2HOM SDMP_HOM3 49.2 SDMP2HOM SWST3430 SDMP_HOM4 67.8 SDMP4HOM SDMP3HOM SDMP_HOM5 -50.3 SDMP4HOM SDMP1WOL SDMP_HOM6 18.2 SDMP5HOM SDMP4HOM SDMP_HOM8 10.0 SWST3426 SWST3425 SDMP_HOM9 15.5 SWST3431 SWST3432 SDMP_PRU11 -5.9 SDMP11PRU SDMP9PRU SDMP_PRU13 -3.0 SDMP13PRU SDMP11PRU SDMP_PRU14 -0.9 SDMP14PRU SDMP13PRU SDMP_PRU2 14.0 SDMP2PRU SDMP1PRU SDMP_PRU4 14.0 SDMP4PRU SDMP2PRU SDMP_PRU6 13.9 SDMP6PRU SDMP4PRU SDMP_PRU7 13.9 SDMP7PRU SDMP6PRU SDMP_PRU9 13.9 SDMP9PRU SDMP7PRU SDMP_RRCULV 9.7 SWST36246 SWST3523 SDMP_SJ1 0.0 SWST4895 SDMP_MHSJ3 SDMP_SJ2 -9.1 SWST202 SDMP_MHSJ1 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 2 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SDMP_SJ3 -9.1 SDMP_MHSJ1 SDMP_MHSJ2 SDMP_SJ4 0.0 SDMP_MHSJ2 SWST4888 SDMP_SJ5 -0.2 SDMP_SJMH5 SWST150 SDMP_SJ6 0.0 SDMP_SJMH6 SDMP_SJMH5 SDMP_SJ7 0.0 SDMP_SJMH6 SDMP_SJMH7 SDMP_SNV1 14.8 SWST3419 SDMP_OF5 SDMP_SNV2 18.1 SDMP_OF5 SDMP5HOM SDMP_WOL1 50.3 SDMP2WOL SDMP1WOL SDMP_WOL10 27.6 SDMP11WOL SDMP7WOL SDMP_WOL12 27.5 SDMP13WOL SDMP11WOL SDMP_WOL13 8.5 SDMP14WOL SDMP13WOL SDMP_WOL3 50.3 SDMP4WOL SDMP2WOL SDMP_WOL4 43.7 SDMP5WOL SDMP4WOL SDMP_WOL6 32.4 SDMP7WOL SDMP5WOL SDMP_WOL7 7.2 SDMP8WOL SDMP7WOL SDMP_WOL8 0.1 SDMP10WOL SDMP7WOL SDMP1 -5.6 SWST3501 SDMP1N SDMP2 -5.6 SDMP1N SDMP2N SDMP3 -5.7 SDMP2N SDMP3N SDMP4 -6.0 SDMP3N SDMP4N SDMP5 -7.1 SDMP4N SDMP5N SDMP6 -6.2 SDMP5N SWST4545 SDMP7 4.9 SDMP5N SWST4544 SDMP8 32.1 SWST3129 SDMP_OF2 SWPP10 25.8 SWST3631 SWST3633 SWPP100 104.0 SWST1453 SDMP_MH12 SWPP1000 5.6 SWST1240 SWST2378 SWPP1001 0.0 SWST2337 SWST1240 SWPP1002 0.0 SWST1242 SWST1241 SWPP1008 16.3 SWST457 SWST460 SWPP1009 18.8 SWST460 SWST462 SWPP101 104.8 SDMP_MH12 SWST646 SWPP1010 0.9 SWST745 SWST744 SWPP1011 5.2 SWST744 SWST748 SWPP1012 24.0 SWST3629 SWST3630 SWPP1013 14.3 SWST4198 SWST4187 SWPP1014 17.5 SWST4183 SWST4192 SWPP1015 24.0 SWST4192 SWST4338 SWPP1016 3.2 SWST4161 SWST4162 SWPP1017 5.0 SWST4162 SWST596 SWPP1018 -1.7 SWST4170 SWST4171 SWPP1019 4.2 SWST4171 SWST4172 SWPP10194 8.3 SWST51301 SWST3552 SWPP1020 8.2 SWST2457 SWST4172 SWPP1021 10.1 SWST521 Node_1 SWPP1022 20.9 Node_1 SWST520 SWPP1023 20.9 SWST520 SWST519 SWPP1024 29.6 SWST519 SWST518 SWPP1025 29.6 SWST518 SWST516 SWPP1026 29.6 SWST516 SWST517 SWPP1028 0.0 SWST176 SWST175 SWPP1029 0.0 SWST177 SWST176 SWPP1030 -2.9 Node_11 SWST1432 SWPP1031 4.7 SWST1432 SWST1431 SWPP1032 4.3 SWST1431 SWST1561 SWPP1033 1.4 SWST2943 SWST2944 SWPP1034 7.7 SWST1965 SWST4834 SWPP1037 49.0 SWST3867 SWST3714 SWPP104 107.7 SWST646 Node_2 SWPP1040 5.6 SWST1201 SWST712 SWPP1041 8.8 SWST3859 SWST3861 SWPP1042 9.0 SWST3861 SWST3713 SWPP1044 11.7 SWST4172 SWST4212 SWPP1045 9.9 SWST4212 SWST4242 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 3 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP1047 7.3 SWST2410 SWST10852 SWPP1048 4.8 Node_25 SWST3327 SWPP1049 0.0 SWST568 SWST942 SWPP1050 7.7 SWST3746 SWST3324 SWPP1051 4.1 SWST3516 SWST3343 SWPP1052-1 5.8 SWST3354 SWST3352 SWPP1052-2 12.5 SWST3352 SWST3344 SWPP1053 6.0 SWST3355 SWST3354 SWPP1055 38.9 SWST867 SWST1715 SWPP1056 37.2 SWST1715 SDMP_MH25 SWPP1057 21.9 SWST4173 SWST4213 SWPP1058 33.6 SWST4213 SWST4214 SWPP1059 3.7 SWST4180 SWST4217 SWPP106 3.0 SWST3844 SWST1322 SWPP1060 3.7 SWST4217 SWST4218 SWPP1061 24.7 SWST4205 SWST4204 SWPP1062 24.6 SWST4204 SWST4201 SWPP1063 24.6 SWST4201 SWST4199 SWPP1064 29.0 SWST4199 SWST4206 SWPP1065 29.1 SWST4206 SWST4207 SWPP1066 4.3 SWST682 SWST676 SWPP1067 51.9 SWST3208 SWST1711 SWPP1068 51.9 SWST1711 SWST3212 SWPP1069 0.0 SWST2365 SWST2366 SWPP107 4.3 SWST1322 SWST1325 SWPP1070 153.6 SWST641 SWST640 SWPP1072 23.5 SWST3329 SWST3330 SWPP1073 19.9 SWST3030 SWST3052 SWPP1074 3.8 SWST1013 SWST1015 SWPP1075 10.2 SWST2243 SWST2241 SWPP1076 10.2 SWST2241 SWST2240 SWPP1077 12.0 SWST2240 SWST2242 SWPP1078 14.4 SWST2242 SWST1267 SWPP1079 4.5 SWST844 SWST843 SWPP108 7.4 SWST1325 SWST1326 SWPP1080 4.1 SWST1961 SWST1960 SWPP1081 4.2 SWST1960 SWST1962 SWPP1082 7.7 SWST1963 SWST1964 SWPP1083 42.8 SWST3227 SWST2672 SWPP1084 42.8 SWST3226 SWST3227 SWPP1085 42.8 SWST3225 SWST3226 SWPP1086 43.6 SWST3224 SWST3225 SWPP1087 11.0 SWST3223 SWST3224 SWPP1088 10.9 SWST3222 SWST3223 SWPP1089 10.8 SWST3219 SWST3222 SWPP109 3.0 SWST1868 SWST4306 SWPP1090 15.1 SWST848 SWST1278 SWPP1091 57.6 SWST2680 SWJT132 SWPP1092 57.6 SWJT132 SWST1952 SWPP1093 57.6 SWST1952 SWST1951 SWPP1094 6.8 SWST743 SWST940 SWPP1095 2.8 SWST4527 SWST743 SWPP1096 14.6 SWST940 SWST938 SWPP1097 2.2 SWST975 SWST1086 SWPP1098 9.0 SWST1077 SWST789 SWPP1099 4.2 SWST2806 SWST1700 SWPP11 27.1 SWST3633 SWST3632 SWPP110 0.0 SWST1762 SWST1761 SWPP1100 77.4 SWST1904 SWST2053 SWPP1101 14.9 SWST3188 SWST3201 SWPP1102 39.7 SWST2857 SWST2853 SWPP1103 54.3 SWST2853 SWST2623 SWPP1104 55.3 SWST2623 SWST2622 SWPP1105 69.0 SWST2622 SWST2621 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 4 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP1106 9.5 SWST3866 SWST3865 SWPP111 113.9 SWST649 SWST650 SWPP1111 2.0 SWST4340 SWST4343 SWPP1120 9.0 SWST2145 SWST2163 SWPP1126 6.6 SWST1342 SWST4977 SWPP1127 7.8 SWST1347 SWST1348 SWPP1128 6.6 SWST1341 SWST1343 SWPP1129 7.8 SWST1348 SWST1344 SWPP1130 -2.2 SWST3268 SWST3267 SWPP1131 9.4 SWST3267 SWST3266 SWPP1132 5.9 SWST4918 SWST3863 SWPP1133 10.6 SWST51289 SWST3860 SWPP1134 10.3 SWST3860 SWST3859 SWPP1135 2.8 SWST1404 SWST1405 SWPP1136 -4.7 SWST1414 SWST1413 SWPP1137 4.4 SWST1350 SWST1347 SWPP1138 7.1 SWST1388 SWST1394 SWPP1140 3.6 SWST3177 SWST1162 SWPP1141 33.9 SWST1701 SWST1702 SWPP1142 49.1 SWST3424 SWST3426 SWPP1143 45.5 SWST3426 SWST3431 SWPP1144 31.1 SWST3431 SWST3237 SWPP1145 24.3 SWST3237 SWST3234 SWPP1146 4.4 SWST3137 SWST2190 SWPP1147 5.6 SWST3131 SWST2206 SWPP1148 9.8 SWST3794 SWST3791 SWPP115 65.1 SWST81 SWST867 SWPP1152 15.3 SWST4242 SWST4213 SWPP1153 2.5 SWST2944 SWST2658 SWPP1154 4.3 SWST3869 SWST3868 SWPP1155 0.0 SWST3271 SWST3270 SWPP1156 -1.9 SWST3270 SWST3269 SWPP1157 41.6 SWST3755 SWST3576 SWPP116 65.1 SWST82 SWST83 SWPP1160 25.8 SWST3630 SWST3631 SWPP1166 33.1 SWST1700 SWST1701 SWPP1168 2.4 SWST3130 SWST3131 SWPP1169 9.0 SWST2512 SWST2514 SWPP1170 27.0 SWST4044 SWST4045 SWPP1172 48.3 SWST4087 SWST4088 SWPP1173 49.9 SWST4085 SWST4087 SWPP1174 52.1 SWST4084 SWST4085 SWPP1175 -3.7 SWST2807 SWST2806 SWPP1176 11.7 SWST2423 SWST2427 SWPP1177 14.2 SWST2427 SWST2426 SWPP1178 8.2 SWST1059 SWST1062 SWPP1179 6.1 SWST1058 SWST1059 SWPP118 14.8 SWST1858 SWST3419 SWPP1180 6.1 SWST1053 SWST1058 SWPP1181 4.8 SWST1055 SWST1053 SWPP1182 5.1 SWST1054 SWST1055 SWPP1183 2.9 SWST3744 SWST1053 SWPP1184 18.1 SWST2470 SWST4173 SWPP119 3.5 SWST2231 SWST1377 SWPP1190 14.0 SWST1944 SWST51168 SWPP1191 13.8 SWST3028 SWST3029 SWPP1192 18.6 SWST3029 SWST3030 SWPP1193 49.6 SWST3495 SWST545 SWPP1194 0.0 SWST996 SWST997 SWPP1195 5.6 SWST1398 SWST1399 SWPP1196 4.6 SWST2008 SWST2009 SWPP1197 8.3 SWST3310 SWST3309 SWPP1199 140.1 Node_4 SWST655 SWPP12 27.1 SWST3632 SWST3642 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 5 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP120 4.9 SWST1377 SWST1188 SWPP1200 140.1 SWST650 Node_4 SWPP1201 153.5 SWST656 SWST641 SWPP1202 -1.2 SWST2273 SWST2272 SWPP1203 2.1 SDMP_MH13 SWST3123 SWPP1204 1.3 SDMP_MH15 SDMP_MH13 SWPP1207 3.1 SWST558 SWST1189 SWPP1208 9.0 SWST2163 SWST4427 SWPP1209 14.8 SWST3201 SWST3186 SWPP121 7.8 SWST1188 SWST1378 SWPP1211 13.7 SWST3862 SWST3714 SWPP1212 -2.3 SWST3718 SWST3717 SWPP1214 4.4 SWST1922 SWST1895 SWPP1218 8.5 SWST4462 SWST4471 SWPP1219 8.5 SWJT3847 SDMP_MH20 SWPP122 9.5 SWST1378 SWST1335 SWPP1223-1 20.7 SWST1724 Node_27 SWPP1223-2 24.6 SWST4124 SWST1724 SWPP1224 10.3 SWST340 SWST653 SWPP1225 10.1 SWST342 SWST340 SWPP1226 9.6 SWST2461 SWST342 SWPP1227 4.7 SWST557 SWST550 SWPP1228 5.3 SWST2487 SWST2484 SWPP1229 61.5 SWST1955 SWST1956 SWPP123 3.9 SWST3703 SWST3704 SWPP1230 62.9 SWST1956 SWST1957 SWPP1231 7.2 SWST4426 SWST4425 SWPP1232 7.2 SWST4425 SWST4423 SWPP1233 7.2 SWST4423 SWST4424 SWPP1234 45.1 Node_28 SWST3208 SWPP1235 0.2 SWST1745 SWST1740 SWPP1236 4.4 SWST1923 SWST1922 SWPP1237 4.5 SWST1924 SWST1923 SWPP1238 4.8 SWST1621 SWST1622 SWPP1239 3.2 SWST4559 SWST1704 SWPP124 3.7 SWST3704 SWST3705 SWPP1240 0.0 SWST4229 SWST4197 SWPP1241 39.8 SWST764 SWST763 SWPP1242 29.9 SWST4214 SWST4215 SWPP1243 29.9 SWST4215 SWST4216 SWPP1244 31.6 SWST4216 SWST4218 SWPP1245 34.9 SWST4218 SWST4257 SWPP1249 15.4 SWST4961 SWST4957 SWPP125 -0.6 SWST1694 SWST1256 SWPP1250 15.9 SWST4957 SWST2530 SWPP1251 15.4 SWST1395 SWST4805 SWPP1252 5.7 SWST951 SWST950 SWPP1253 5.7 SWST950 SWST949 SWPP1254 15.2 SWST3185 SWST3184 SWPP1255 15.2 SWST3184 SWST3183 SWPP126 66.3 SDMP_MH1 SWJT141 SWPP1260 12.2 SWST3721 SWST2419 SWPP1261 2.0 SWST2729 SWST2604 SWPP1262 5.6 SWST2604 SWST2603 SWPP1263 13.5 SWST2603 SWST2614 SWPP1264 16.5 SWST2602 SWST2470 SWPP1265 5.2 SWST2607 SWST2608 SWPP1266 0.0 SWST4227 SWST4196 SWPP1267 0.0 SWST4230 SWST4197 SWPP1268 10.0 SWST4231 SWST4197 SWPP1269 17.3 SWST1267 SWST1268 SWPP127 30.9 SWST2217 SWST1259 SWPP1270 17.3 SWST1268 Node_14 SWPP1271 19.1 SWST1269 SWST1270 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 6 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP1272 19.1 SWST1270 SWST1271 SWPP1273 5.0 SWST1261 SWST1262 SWPP1274 5.3 SWST1263 SWST1261 SWPP1275 24.1 SWST2957 SWST2959 SWPP1276 23.6 SWST2959 SWST2960 SWPP1277 61.4 SWST3996 SWST3995 SWPP1278 63.4 SWST3995 SWST3994 SWPP1279 62.5 SWST3994 SWST3993 SWPP128 30.9 SWST2218 SWST2217 SWPP1280 -1.4 SWST4028 SWST4027 SWPP1281 5.9 SWST4027 SWST4029 SWPP1282 -1.8 SWST1552 SWST234 SWPP1283 2.3 SWST234 SWST1561 SWPP1284 9.5 SWST1561 SWST1562 SWPP1285 11.1 SWST1460 SWST1452 SWPP1286 10.5 SWST1562 SWST1460 SWPP1287 11.2 SWST1452 SWST1457 SWPP1288 14.6 SWST1457 SWST1453 SWPP1289 6.5 SWST1622 SWST158 SWPP129 29.3 SWST2219 SWST2218 SWPP1290 28.0 SWST575 SWST576 SWPP1291 21.4 SWST576 SWST2956 SWPP1292 26.3 SWST2956 SWST2957 SWPP1293 4.7 SWST578 SWST577 SWPP1297 5.0 SWST1029 SWST1043 SWPP1299 62.0 SWST2695 SWST4942 SWPP13 27.2 SWST3642 SWST3641 SWPP130 28.6 SWST1073 SWST2219 SWPP1300 -0.1 SWST3021 SWST3022 SWPP1301 14.6 SWST3418 SWST1858 SWPP1302 153.9 SWST640 SWST633 SWPP1305 3.6 SWST1911 SWST1891 SWPP1306 4.2 SWST4407 SWST2483 SWPP1307 39.1 SWST3643 SWST3644 SWPP1312 74.3 SWST1703 SWST1709 SWPP1313 15.9 SWST3071 SWST3070 SWPP1316 1.8 SWST1556 SWST1437 SWPP1317 14.9 SWST3187 SWST3185 SWPP1318 13.2 SWST3757 SWST3758 SWPP1319 13.2 SWST3758 SWST3755 SWPP132 7.7 SWST3280 SWST3279 SWPP1320 4.9 SWST3751 SWST3754 SWPP1321 13.6 SWST2515 SWST2184 SWPP1322 15.3 SWST2184 SWST4414 SWPP1323 21.6 SWST4005 SWST4006 SWPP1324 21.6 SWST4006 SWST4004 SWPP1325 21.6 SWST4026 SWST2888 SWPP1326 -0.5 SWST4033 SWST4030 SWPP1327 6.1 SWST4365 SWST4343 SWPP133 4.0 SWST3283 SWST3284 SWPP1331 16.1 SWST4341 SWST4343 SWPP1332 24.0 SWST4343 SWST4342 SWPP1333 4.9 SWST2841 SWST2840 SWPP1334 4.8 SWST2843 SWST2841 SWPP1335 5.8 SWST1166 SWST1167 SWPP1336 5.8 SWST1167 SWST1168 SWPP1339 5.9 SWST1151 SWST1152 SWPP134 14.0 Node_9 SWST2289 SWPP1340 57.0 SWST3714 SWST3713 SWPP1341 59.3 SWST3713 SWST3887 SWPP1342 59.3 SWST3887 SWST3712 SWPP1343 9.3 SWST347 SWST2465 SWPP1344 6.2 SWST2798 SWST347 SWPP1345 36.5 SWST2465 SWST2466 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 7 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP1346 -1.3 SWST2800 SWST2849 SWPP1347 4.8 SWST2849 SWST2799 SWPP1348 4.8 SWST2799 SWST2850 SWPP1349 6.6 SWST3387 SWST3358 SWPP135 2.7 SWST3602 SWST3603 SWPP1356 11.2 Node_6 SWST2893 SWPP1358 -0.4 SWST2122 SWST1694 SWPP1359 1.3 SDMP_MH17 SDMP_MH15 SWPP136 3.2 SWST3766 SWST3767 SWPP1360 9.0 SWST4308 SWST868 SWPP1361 2.2 SWST973 SWST975 SWPP1362 41.2 SWST4041 SWST4042 SWPP1363 5.7 SWST894 SWST893 SWPP1364 7.9 SWST897 SWST240 SWPP1365 3.2 SWST1989 SWST1991 SWPP1366 5.7 SWST1991 SWST1994 SWPP1367 8.7 SWST1994 SWST1997 SWPP1368 46.6 SWST1997 SWST4314 SWPP1369 27.8 SWST2295 SWST1932 SWPP137 3.2 SWST3767 SWST3768 SWPP1370 117.2 SWST1020 SWST1256 SWPP1371 3.2 SWST1263 SWST575 SWPP1372 6.2 SWST3864 SWST3863 SWPP1373 3.2 SWST4873 SWST221 SWPP1374 -1.6 SWST3012 SWST3011 SWPP1376 22.2 SWST3845 SWST4054 SWPP1377 48.3 SWST913 SWST914 SWPP1378 68.2 SWST914 SWST915 SWPP1379 68.2 SWST915 SWST916 SWPP138 20.9 SWST3955 SWJT158 SWPP1380 89.0 SWST916 SWST912 SWPP1381 102.8 SWST912 SWST4528 SWPP1382 102.8 SWST4528 SWST1018 SWPP1383 3.2 SWST802 SWST803 SWPP1384 12.8 SWST3688 SWST4762 SWPP139 -0.2 SWST4620 SWST3957 SWPP1392 3.3 SWST1800 SWST1799 SWPP1393 3.3 SWST1799 SWST1801 SWPP1394 2.8 SWST1805 SWST853 SWPP1398 69.3 SWST838 SWST839 SWPP1399 73.4 SWST839 SWST840 SWPP14 -4.6 SWST43 SWST173 SWPP1400 73.4 SWST840 SWST841 SWPP1401 4.1 SWST2390 SWST1966 SWPP1402 44.0 SWST440 SWST438 SWPP1406 33.6 SWST2653 SWST4867 SWPP1407 37.3 SWST4867 SWST4868 SWPP1408 2.9 SWST3593 SWST3592 SWPP1409 4.9 SWST3700 SWST3702 SWPP1410 10.0 SWST452 SWST454 SWPP1411 14.7 SWST454 SWST457 SWPP1412 3.0 SWST4071 SWST4075 SWPP1413 -1.1 SWST4070 SWST4069 SWPP1415 5.7 SWST3790 SWST3791 SWPP1416 17.3 SWST3789 SWST4088 SWPP1417 4.9 SWST4083 SWST4082 SWPP1418 12.1 SWST2702 SWST2701 SWPP1419 13.8 SWST2701 SWST2698 SWPP142 5.6 SWST224 SWST226 SWPP1420 2.6 SWST2681 SWST2682 SWPP1421 5.3 SWST2683 SWST2684 SWPP1422 5.3 SWST2684 SWST2696 SWPP1423 5.3 SWST2696 SWST2697 SWPP1424 5.4 SWST2697 SWST2685 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 8 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP1426 6.7 SWST2407 SWST2412 SWPP1427 6.7 SWST2405 SWST2407 SWPP1428 3.1 SWST2404 SWST2406 SWPP1429 6.7 SWST2406 SWST2405 SWPP143 5.6 SWST225 SWST224 SWPP1430 3.1 SWST2403 SWST2404 SWPP1438 8.5 SWST2185 SWST2186 SWPP144 5.6 SWST226 SWST227 SWPP1442 58.6 SWST3791 SWST3792 SWPP1443 58.6 SWST3792 Node_21 SWPP1444 64.6 SWST55 SWST3796 SWPP1445 9.7 SWST4510 SWST4383 SWPP1446 12.2 SWST4376 SDMP_MH5 SWPP1448 12.9 SWST4756 SWST1749 SWPP1449 12.9 SWST1899 SWST4756 SWPP145 28.3 SWST756 SWST762 SWPP1450 4.9 SWST1749 SWST1751 SWPP1451 2.2 SWST1792 SWST1793 SWPP1452 2.2 SWST1793 SWST1794 SWPP1453 2.2 SWST1794 SWST1796 SWPP1456 7.9 SWST842 SWST3528 SWPP1457 4.9 SWST619 SWST620 SWPP1458 6.4 SWST667 SWST736 SWPP1459 3.9 SWST620 SWST667 SWPP1461 45.5 SWST543 SWST544 SWPP1462 49.6 SWST544 SWST3495 SWPP1463 1.6 SWST666 SWST542 SWPP1464 1.6 SWST665 SWST666 SWPP1465 17.4 SWST3975 SWST3983 SWPP1466 8.4 SWST2186 SWST4100 SWPP1467 12.9 SWST4108 SWST4129 SWPP1468 4.2 SWST1636 SWST4108 SWPP1469 5.7 SWST4114 SWST4806 SWPP147 1.1 SWST2213 SWST2180 SWPP1470 5.6 SWST4132 SWST2278 SWPP1471 1.9 SWST4110 SWST4109 SWPP1472 5.2 SWST4109 SWST4113 SWPP1473 5.6 SWST3020 SWST3019 SWPP1474 14.2 SWST4118 SWST4807 SWPP1475 7.3 SWST1976 SWST1981 SWPP1476 7.1 SWST1981 SWST1986 SWPP1477 26.2 SWST51305 SWST51306 SWPP1478 5.0 SWST2453 SWST2432 SWPP1479 10.3 SWST3856 SWST521 SWPP148 4.3 SWST1717 SWST868 SWPP1480 9.6 SWST3269 SWST3267 SWPP1481 7.1 SWST4431 SWST101016 SWPP1482 7.1 SWST101016 SWST4427 SWPP1483 16.1 SWST4427 SWST4429 SWPP1484 24.0 SWST4475 SWST4430 SWPP1485 24.6 SWST4429 SWST4475 SWPP149 46.0 SWST868 SWST4950 SWPP1490 60.5 SWST3712 SWST3711 SWPP1491 60.5 SWST3711 SWST3710 SWPP1492 60.6 SWST3710 SWST3709 SWPP1493 3.6 SWST1162 SWST1165 SWPP1494 5.8 SWST1165 SWST1161 SWPP1495 5.8 SWST1161 SWST1166 SWPP1496 7.4 SWST860 SWST859 SWPP15 25.1 SWST482 SWST484 SWPP1511 35.6 SWST4956 SWST3409 SWPP1512 5.1 SWST4970 SWST4966 SWPP1518 31.4 SWST2654 SWST2653 SWPP1519 3.2 SWST1224 SWST1223 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 9 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP1532 5.1 SWST1217 SWST1219 SWPP1534 11.3 SWST1568 SWST2354 SWPP1535 11.3 SWST2354 SWST2355 SWPP1536 1.3 SWST1005 SWST1007 SWPP1537 1.3 SWST1007 SWST1010 SWPP1538 1.3 SWST1010 SWST1012 SWPP1539 2.8 SWST1012 SWST1013 SWPP1540 3.5 SWST4583 SWST3626 SWPP1541 2.4 SWST3761 SWST3762 SWPP1542 8.5 SWST2036 SWST2185 SWPP1543 16.3 SWST2893 SWST2892 SWPP1546 7.2 SWST632 SWST4814 SWPP1547 3.5 SWST598 SWST597 SWPP1548 4.9 SWST597 SWST599 SWPP1549 4.9 SWST599 SWST631 SWPP1550 7.2 SWST631 SWST632 SWPP1551 14.2 SWST615 SWST736 SWPP1552 19.1 SWST2899 SWST2901 SWPP1553 68.5 SWST2055 SWST2056 SWPP1554 76.7 SWST2056 SWST821 SWPP1555 76.6 SWST821 SWST822 SWPP1556 95.2 SWST822 SWST1722 SWPP1562 64.6 SWST3795 SWST55 SWPP1563 65.8 SWST3797 SWST3062 SWPP1566 4.0 SWST2803 SWST2804 SWPP1567 6.0 SWST2804 SWST2805 SWPP1568 7.7 SWST2805 SWST2806 SWPP1569 28.5 SWST2837 SWST2840 SWPP1570 26.7 SWST2839 SWST2838 SWPP1572 6.6 SWST4553 SWST3387 SWPP1577 19.3 SWST3983 SWST3976 SWPP1578 0.0 SWST1241 SWST2337 SWPP1579 27.3 SWST2380 SWST2381 SWPP158 117.7 SWST1018 SWST1019 SWPP1580 18.1 SWST2378 SWST2379 SWPP1581 21.5 SWST2379 SWST2380 SWPP1585 3.3 SWST677 SWST676 SWPP1586 50.1 SWST3998 SWST3997 SWPP1587 8.3 SWST2474 SWST51301 SWPP1588 -5.1 SWST714 SWST717 SWPP1589 3.8 SWST4474 SDMP_MH22 SWPP159 117.5 SWST1019 SWST1020 SWPP1590 3.9 SWST717 SWST4474 SWPP1592 3.8 SDMP_MH22 SDMP_MH21 SWPP1593 2.1 SWST658 SWST646 SWPP1594 45.9 SWST4950 SWST1716 SWPP1595 41.3 SWST881 SWST4953 SWPP1596 7.4 SWST4966 SWST4961 SWPP1597 8.7 SWST450 SWST452 SWPP1598 0.0 SWST1751 SWST1844 SWPP1599 2.2 SWST2682 SWST4700 SWPP16 3.3 SWST3065 SWST3066 SWPP160 13.1 SWST3119 SWST3120 SWPP1600 2.1 SWST4700 SWST2683 SWPP1601 10.6 SWST1887 SWST1874 SWPP1602 3.4 SWST1891 SWST1890 SWPP1606 12.9 SWST1986 SDMP_OF1 SWPP1607 28.3 SWST468 SWST469 SWPP1608 9.4 SWST1820 SWST3749 SWPP1609 9.4 SWST3749 SWST466 SWPP161 13.0 SWST3120 SWST3122 SWPP1610 24.6 SWST462 SWST465 SWPP1611 2.5 Node_17 SWST4527 SWPP1612 5.2 SWST473 SWST3748 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 10 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP1613 7.6 SWST3217 SWST3214 SWPP1614 15.9 SWST1180 SWST1179 SWPP1615 14.1 SWST1176 SWST1177 SWPP1617 8.7 SWST941 SWST931 SWPP1618 8.7 SWST931 SWST1306 SWPP1619 17.3 SWST1306 SWST942 SWPP162 13.0 SWST3122 SWST3121 SWPP1620 3.3 SWST1305 SWST941 SWPP1621 4.8 SWST489 SWST1305 SWPP1622 8.7 SWST1305 SWST1306 SWPP1623 11.2 SWST1304 SWST942 SWPP1624 11.2 SWST1303 SWST1304 SWPP1625 7.4 SWST1302 SWST1303 SWPP1626 8.0 SWST4258 SWST51382 SWPP1627 8.0 SWST4261 SWST4262 SWPP1628 8.3 SWST4262 SWST4263 SWPP1629 8.4 SWST4263 SDMP14WOL SWPP163 2.7 SWST1155 SWST1152 SWPP1631 10.8 SWST3950 SWST3951 SWPP1632 10.7 SWST3951 SDMP_MH24 SWPP1633 10.8 SDMP_MH24 SWST1357 SWPP1634 6.4 SWST3865 SWST3861 SWPP1635 6.8 SWST3829 SWST3982 SWPP1636 7.5 SWST3982 SWST3830 SWPP1637 9.1 SDMP_MH2 SWST3982 SWPP1638 1.6 SWST1798 SWST1800 SWPP1639 7.2 SWST4424 SWST4825 SWPP164 2.7 SWST4293 SWST1155 SWPP1640 6.7 SWST2412 SWST4826 SWPP1641 25.3 SWST1733 SWST1736 SWPP1642 23.7 SWST4342 SWST4344 SWPP1643 44.9 SWST4363 SWST1948 SWPP1644 4.2 SWST4409 SWST4408 SWPP1645 9.1 SWST4378 SWST4505 SWPP1647 10.8 SWST729 SWST730 SWPP1648 4.3 SWST3868 SWST3864 SWPP1649 2.7 SWST3870 SWST3869 SWPP165 8.5 SWST1140 SWST1141 SWPP1652 0.0 SWST4565 SWST4559 SWPP1653 2.3 SWST2276 SWST2277 SWPP1655 0.1 SWST4350 SWST4341 SWPP1656 8.5 SWST2658 SWST2942 SWPP1658 20.8 SWST4516 SWST3629 SWPP1659 2.4 SWST579 SWST3443 SWPP166 10.3 SWST1141 SWST1142 SWPP1660 6.0 SWST3443 SWST3442 SWPP1661 7.1 SWST3442 SWST3759 SWPP1662 9.5 SWST3759 SWST3757 SWPP1663 5.8 SWST4082 SWST3789 SWPP1664 8.2 SWST4100 SWST4087 SWPP1665 5.4 SWST4086 SWST4085 SWPP1666 49.4 SWST4931 SWST2593 SWPP1667 -2.1 SWST2533 SWST2352 SWPP1668 11.3 SWST2352 SWST2353 SWPP1669 11.3 SWST2353 SWST1568 SWPP167 8.5 SWST1137 SWST4526 SWPP1671 4.7 Node_29 SWST1273 SWPP1672 2.2 SWST2586 SWST2915 SWPP1673 3.5 SWST2915 SWST2901 SWPP1674 19.8 SWST2586 SWST2916 SWPP1675 21.0 SWST2916 SWST2587 SWPP1676 27.2 SWST2587 SWST2588 SWPP1677 36.1 SWST2588 SWST2589 SWPP1678 36.1 SWST2589 SWST2590 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 11 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP1679 -36.2 SWST2153 SWST2807 SWPP168 0.1 SWST4355 SWST4344 SWPP1680 69.9 SWST2153 SWST1705 SWPP1681 0.0 SWST2987 SWST2988 SWPP1682 1.1 SWST2945 SWST2944 SWPP1683 -1.1 SWST2988 SWST5102 SWPP1685 7.9 SWST2382 SWST2380 SWPP1686 27.3 SWST2381 SWST1819 SWPP1687 27.3 SWST1819 SWST468 SWPP1688 6.8 SWST3339 SWST3352 SWPP1689 10.8 SWST2015 SWST2016 SWPP169 25.2 SWST1736 SWST1737 SWPP1698 23.5 SWST3330 SWST3519 SWPP1699 5.5 SWST600 SWST602 SWPP17 4.5 SWST2207 Node_30 SWPP170 25.2 SWST1737 SWST1740 SWPP1700 1.3 SDMP_MH18 SDMP_MH17 SWPP1701 2.1 SWST3123 SWST3124 SWPP1702 24.8 SWST485 SWST486 SWPP1703 24.7 SWST486 SWST1108 SWPP1704 4.1 SWST11245 SWST2801 SWPP1705 4.0 SWST2801 SWST2802 SWPP1706 3.9 SWST2802 SWST2991 SWPP1707 3.9 SWST2991 SWST2803 SWPP1708 30.4 SWST2914 SWST2592 SWPP1709 77.8 SWST2592 SWST1292 SWPP171 0.0 SWST1748 SWST1745 SWPP1710 79.7 SWST1292 SWST2359 SWPP1711 79.8 Node_31 SWST1570 SWPP1712 98.6 SWST51010 SWST2358 SWPP1713 0.0 SWST2360 SWST2355 SWPP1714 11.6 SWST2355 SWST2356 SWPP1715 16.4 SWST2356 SWST2357 SWPP1716 2.4 SWST2605 SWST2704 SWPP1717 26.7 SWST4797 SWST2839 SWPP1727 41.6 SWST2905 SWST4931 SWPP1728 28.4 Node_18 SWST4861 SWPP1729 32.5 SWST4861 SWST3763 SWPP1731 9.8 SWST3189 SWST1273 SWPP1738 10.2 SWST3211 SWST3212 SWPP1739 4.0 SWST3953 SWST1358 SWPP1740 5.3 SWST1358 SWST1357 SWPP1741 11.1 SWST3646 SWST3641 SWPP1749 9.0 SWST202 SWST4896 SWPP1750 4.2 SWST3762 SWST3822 SWPP1751 4.9 SWST3828 SWST3827 SWPP1752 4.0 SWST3827 SWST3822 SWPP1753 3.5 SWST3625 SWST3626 SWPP1754 2.9 SWST1033 SWST1035 SWPP1755 2.4 SWST1035 SWST1043 SWPP1756 10.3 SWST653 SWST652 SWPP1757 11.9 SWST626 SWST627 SWPP1758 12.0 SWST627 SWST2654 SWPP1759 2.3 SWST2844 SWST2842 SWPP1760 28.5 SWST2838 SWST2837 SWPP1761 4.7 SWST2842 SWST2843 SWPP1762 8.1 SWST2510 SWST2511 SWPP1763 8.0 SWST2511 SWST2513 SWPP1764 8.0 SWST2513 SWST2512 SWPP1765 8.3 SWST1730 SWST4151 SWPP1766 6.2 SWST369 SWST2279 SWPP1767 5.7 SWST2595 SWST2594 SWPP1768 5.6 SWST2594 SWST2855 SWPP1769 15.7 SWST2794 SWST2854 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 12 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP1770 18.5 SWST2854 SWST2855 SWPP1771 23.3 SWST2855 SWST2856 SWPP1772 39.5 SWST2856 SWST2857 SWPP1773 140.1 SWST655 SDMP_LAT1 SWPP1774 -8.2 SWST3404 SWST4949 SWPP1775 6.9 SWST1210 SWST1214 SWPP1776 7.9 SWST1214 SWST2000 SWPP1777 7.2 SWST3350 SWST3348 SWPP1778 7.2 SWST3348 SWST3346 SWPP1779 7.2 SWST3346 SWST3343 SWPP1780 37.2 SWST4868 SWST2942 SWPP1781 2.4 SWST2609 SWST2704 SWPP1782 4.5 SWST2704 SWST2604 SWPP1783 2.5 SWST2377 SWST2376 SWPP1784 6.3 SWST2376 SWST614 SWPP1785 11.4 SWST614 SWST615 SWPP1786 2.4 SWST3716 SWST3712 SWPP1787 2.4 SWST3715 SWST3716 SWPP1788 60.6 SWST3709 SWST3707 SWPP1789 65.8 SWST3707 SWST3708 SWPP179 4.6 SWST2507 SWST2506 SWPP1790 9.8 SWST51180 SWST4308 SWPP1792 6.5 SWST2187 SWST2196 SWPP1793 8.5 SWST2196 SWST3794 SWPP1794 7.0 SWST2776 SWST657 SWPP1795 6.9 SWST657 SWST645 SWPP1796 9.6 SWST645 SWST1453 SWPP1797 2.5 SWST2469 SWST2468 SWPP1798 2.5 SWST2468 SWST2463 SWPP1799 1.6 SWST2464 SWST2463 SWPP1800 7.9 SWST2463 SWST2462 SWPP1801 7.4 SWST2462 SWST2461 SWPP1802 28.7 SWST2789 SWST2467 SWPP1803 28.7 SWST2467 SWST2584 SWPP1804 28.8 SWST2584 SWST2465 SWPP1805 7.7 SWST478 SWST480 SWPP1806 7.7 SWST480 SWST479 SWPP1808 6.0 SWST3266 SWST4918 SWPP181 4.9 SWST4640 SWST3866 SWPP1815 -0.4 SWST3250 SWST3404 SWPP1816 25.0 SWST1740 SWST1741 SWPP1817 22.8 SWST1741 SWST1742 SWPP1818 12.9 SWST1742 SWST1899 SWPP1819 0.0 SWST1759 SWST1732 SWPP182 67.2 SWST3708 SWST3931 SWPP1821 0.0 SWST1753 SWST1775 SWPP1822 0.0 SWST1775 SWST1748 SWPP1823 10.6 SWST1874 SWST1876 SWPP1824 10.6 SWST1876 SWST1877 SWPP1825 10.6 SWST1877 SWST1879 SWPP183 72.5 SWST3931 SWST3938 SWPP1830 5.5 SWST2013 SWST2014 SWPP1831 5.2 SWST2850 SWST2466 SWPP1832 52.6 SWST2612 SWST2611 SWPP1833 53.8 SWST2611 SWST2613 SWPP1834 25.1 SWST484 SWST485 SWPP1836 1.2 SWST997 SWST998 SWPP1837 1.2 SWST998 SWST1001 SWPP1838 3.6 SWST1001 SWST1002 SWPP184 0.2 SWST3938 SWST3939 SWPP1843 0.3 SWST2083 SWST2082 SWPP1844 -0.7 SWST2082 SWST2073 SWPP1849 5.6 SWST1972 SWST1976 SWPP185 82.9 SWST3938 SWST3940 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 13 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP1850 7.3 SWST4151 SWST369 SWPP1851 41.3 SWST4042 SWST2064 SWPP1852 147.7 SDMP_LAT1 SWST656 SWPP1853 13.4 SWST1096 SWST1097 SWPP1855 1.8 SWST2717 SWST2789 SWPP1856 -0.5 SWST2690 SWST1573 SWPP1857 7.3 SWST1573 SWST3210 SWPP1858 7.2 SWST3210 SWST1571 SWPP1859 7.2 SWST1571 SWST1713 SWPP186 82.9 SWST3940 SWST3942 SWPP1861 7.6 SWST712 SWST725 SWPP1862 -6.0 SWST807 SWST725 SWPP1866 41.1 SWST762 SWST764 SWPP187 6.2 SWST3958 SWST3938 SWPP1872 14.3 SWST1879 SWST1880 SWPP1873 36.2 SWST3640 SWST3641 SWPP1874 3.9 SWST1354 SWST3906 SWPP188 5.2 SWST4113 SWST4116 SWPP1882 -1.9 SWST3648 SWST3649 SWPP1883 3.9 SWST3649 SWST626 SWPP1884 8.1 SWST3679 SWST3688 SWPP1885 4.0 SWST3284 SWST3692 SWPP1891 40.0 SWST2429 SWST4003 SWPP1892 45.3 SWST4003 SWST4000 SWPP1893 44.3 SWST4000 SWST4036 SWPP1894 46.4 SWST4036 SWST4001 SWPP1895 42.8 SWST4001 SWST4002 SWPP1896 42.5 SWST4002 SWST3992 SWPP1897 14.2 SWST2426 SWST3990 SWPP1899 4.8 SWST1262 SDMP_MH2 SWPP190 91.1 SWST2053 SWST1906 SWPP1900 11.0 SWST4982 SWST4987 SWPP1901 9.9 SWST4987 SWST4985 SWPP191 68.5 SWST2659 SWST2055 SWPP1910 4.5 SWST2339 SWST3829 SWPP1911 9.7 SWST3831 SDMP_MH3 SWPP1912 21.7 SWST2901 SWST2689 SWPP1913 23.6 SWST2689 SWST2911 SWPP1914 23.6 SWST2911 SWST2912 SWPP1915 30.3 SWST2913 SWST2914 SWPP1916 4.7 SWST1724 SWST4125 SWPP1917 4.7 SWST4125 SWST4126 SWPP1918 4.4 SWST1895 SWST1890 SWPP1919 98.5 SWST1570 SWST51010 SWPP192 0.2 SWST663 SWST664 SWPP1920 12.0 SWST1273 SWST3188 SWPP1921 102.4 SWST1243 SWST1227 SWPP1922 102.4 SWST1227 SWST1228 SWPP1924 4.2 SWST4745 SWST5048 SWPP1925 25.4 SWST4948 SWST4949 SWPP1926 22.7 SWST4949 SWST1716 SWPP1927 0.0 SWST2852 SWST2851 SWPP1928 2.7 SWST2277 SWST1619 SWPP1929 2.7 SWST1619 SWST160 SWPP193 2.1 SWST664 SWST665 SWPP1930 5.2 SWST3325 SWST3324 SWPP1931 0.1 SWST3782 SWST3315 SWPP1932 -0.1 SWST3781 SWST3314 SWPP1933 10.3 SWST3699 SWST3315 SWPP1934 23.1 SWST3932 SWST3954 SWPP1935 51.5 SWST447 SWST1245 SWPP1936 51.5 SWST1245 SWST1246 SWPP1937 105.5 SWST1228 Node_16 SWPP194-1 3.9 SWST4419 SWST51309 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 14 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP1942 31.7 SWST2961 SWST3678 SWPP194-2 3.5 SWST51309 SWST4420 SWPP1943 36.3 SWST3678 SWST51287 SWPP1944 36.3 SWST3638 SWST3639 SWPP1945 36.2 SWST3639 SWST3640 SWPP1946 4.3 SWST3605 SWST3690 SWPP195 3.7 SWST4420 SWST4421 SWPP1951 7.7 SWST1890 SWST1887 SWPP1952 0.0 SWST1772 SWST1753 SWPP1954 -3.4 SWST4979 SWST4982 SWPP1955 9.7 SWST4985 SWST847 SWPP1959 -7.3 SWST5048 SWST4258 SWPP196 4.1 SWST4422 SWST4421 SWPP197 7.2 SWST4421 SWST4426 SWPP1979 8.5 SWST4471 SWJT3847 SWPP1981 7.8 SDMP_MH7 SWST2382 SWPP1982 -0.1 SWST2990 SWST11245 SWPP1983 19.1 Node_14 SWST1269 SWPP1984 11.3 SWST12043 SWST4087 SWPP1986 58.6 Node_21 SWST70 SWPP1989 36.3 SWST51287 SWST3638 SWPP199 1.3 SWST3067 SWST3069 SWPP1990 5.4 SWST930 SWST927 SWPP1991 5.4 SWST927 SWST941 SWPP1996 24.6 SWST4123 SWST4124 SWPP1997 21.3 SWST14854 SWST2646 SWPP1998-1 44.5 SWST2656 SWST14854 SWPP1999 4.6 SWST4200 SWST4199 SWPP2 10.3 SWST4358 SWST4346 SWPP20 32.6 SWST3763 SWST3764 SWPP200 6.3 SWST4128 SWST1641 SWPP2000 30.5 SWST2431 SWST2430 SWPP2001 113.9 SWST648 SWST649 SWPP2002 8.9 SWST2554 SWST2549 SWPP2003 83.5 SWST2549 SWST2548 SWPP2004 83.8 SDMP_MH10 SDMP_MH11 SWPP2006 4.5 SWST3943 SWST3942 SWPP2007 4.5 SWST3944 SWST3943 SWPP2008 30.7 SWST847 SWST3397 SWPP2009 28.7 SWST3397 SWST3398 SWPP201 10.8 SWST2685 SWST2698 SWPP2010 29.7 SWST3398 SWST3399 SWPP2011 113.9 SWST647 Node_3 SWPP2012 113.9 Node_3 SWST648 SWPP2016 0.3 SWST329 SWST328 SWPP2018 9.1 SWST2293 SWST2294 SWPP2019 11.1 SWST2294 SWST2295 SWPP202 49.2 SWST104 SWST2679 SWPP2020 11.9 SWST601 SWST636 SWPP2021 180.9 SWST636 SWST637 SWPP2022 159.9 SWST633 SWST634 SWPP2023 159.9 SWST634 SWST636 SWPP2027 83.5 SWST2548 SWST2547 SWPP2028 83.6 SWST2547 SDMP_MH10 SWPP2029 5.3 SWST152 SWST153 SWPP203 57.8 SWST2679 SWST2680 SWPP2030 6.5 Node_8 SWST154 SWPP2031 5.2 SWST153 Node_8 SWPP2032 48.3 SWST4618 SWST232 SWPP2033 28.5 SWST1379 Node_32 SWPP2034 30.1 Node_32 SWST644 SWPP2036 -1.0 SWST2073 SWST2344 SWPP2044 7.0 SWST20 SWST19265 SWPP2045 6.6 SWST19265 SWST19 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 15 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP2046 -1.2 SWST2344 SWST19 SWPP2048 6.5 SWST19 SWST4057 SWPP2049 61.0 SWST4057 SWST1449 SWPP205 0.0 SWST1779 SWST1781 SWPP2050 45.5 SWST2064 Node_12 SWPP2051 45.5 Node_12 SWST4057 SWPP2052 -0.1 SWST19266 Node_12 SWPP2053 13.0 SWST1540 SWST1563 SWPP2054 1.3 SWST497 SWST1563 SWPP2055 14.2 SWST1563 SWST1564 SWPP2056 14.3 SWST1564 SWST814 SWPP2058 3.7 SWST4144 SWST4145 SWPP2059 17.3 SWST4145 SWST4122 SWPP206 0.0 SWST1781 SWST1762 SWPP2060 19.3 SWST4122 SWST4123 SWPP2061 16.4 SWST4146 SWST4145 SWPP2062 4.6 SWST370 SWST2008 SWPP2063 4.6 SWST1223 SWST370 SWPP2064 11.0 SWST2555 SWST2552 SWPP2065 20.9 SWST513 SWST2552 SWPP2066 73.2 SWST2552 SWST2551 SWPP2067 59.5 SWST2553 SWST2552 SWPP207-1 22.8 SWST2657 SWST2655 SWPP207-2 22.8 SWST2657 SWST2655 SWPP2073 6.1 SWST1392 SWST1388 SWPP2079 9.3 SWST2620 SWST2610 SWPP2080 43.6 SWST2466 SWST2610 SWPP2081 52.6 SWST2610 SWST2612 SWPP208-1 45.0 SWST2655 SWST2656 SWPP2082 41.4 SWJT85 SWST3465 SWPP2087 41.4 SWJT86 SWJT85 SWPP2088 36.4 SWST21665 SWJT86 SWPP209 15.3 SWST3183 SWST3182 SWPP2090 18.5 SWST2794 SWST2793 SWPP2091 4.4 SWST2887 SWST2903 SWPP2092 21.7 SWST2902 SWST2903 SWPP2093 26.6 SWST2903 SWST2797 SWPP2094 2.7 SWST2531 SWST2532 SWPP2096 36.1 SWST2590 SWST2591 SWPP2097 2.0 SWST2351 SWST2591 SWPP2098 41.5 SWST2591 SWST2905 SWPP2099 39.3 SWST763 SWST784 SWPP21 4.6 SWST2780 SWST1 SWPP210 15.4 SWST3182 SWST2897 SWPP2100 48.0 SWST784 SWST913 SWPP2101 11.1 SWST781 SWST784 SWPP2102 10.8 SWST730 SWST783 SWPP2103 10.2 SWST783 SWST781 SWPP2104 61.5 SWJT7047 SWST1955 SWPP2105 6.9 SWST845 SWST846 SWPP2107 0.0 SWST3529 SWST3530 SWPP211 30.3 SWST517 SWST2648 SWPP2112 57.7 SWST1951 SWST1953 SWPP2113 61.5 SWST1953 SWJT7047 SWPP2114 0.0 SWST3530 SWST24463 SWPP2116 19.2 SWST2054 SWST1907 SWPP2117 22.5 SWST3333 SWST3336 SWPP2118 4.2 SWST3332 SWST3336 SWPP2119 1.0 SWST4548 SWST4546 SWPP2120 7.3 SWST563 SWST1302 SWPP2122 7.0 SWST550 SWST563 SWPP2123 3.2 SWST1189 SWST562 SWPP2124 3.3 SWST562 SWST550 SWPP2125 1.8 SWST24875 SWST563 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 16 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP2126 4.4 SWST3331 SWST3335 SWPP2127 4.2 SWST3335 SWST3332 SWPP2129 4.6 SWST24895 SWST24896 SWPP213 18.2 SWST1287 SWST3418 SWPP2130 6.2 SWST24881 SWST3360 SWPP2132 9.0 SWST4417 SWST1489 SWPP2133 17.5 SWST4430 SWST1909 SWPP214 49.1 SWST3408 SWST3409 SWPP2140 0.1 SWST4763 SWST2972 SWPP2141 6.5 SWST10851 SDMP_MH5 SWPP2145 4.1 SWST308 SWST1953 SWPP2146 0.0 SWST830 SWST3529 SWPP2147 4.2 SWST24463 SWST308 SWPP215 76.5 SWST3409 SWST3410 SWPP2159 4.6 SWST4672 SWST24895 SWPP216 76.5 SWST3410 SWST3412 SWPP2160 4.6 SWST25345 SWST4672 SWPP2163 3.0 SWST3014 SWST3059 SWPP2164 3.0 SWST3059 SWST4869 SWPP217 93.2 SWST3412 SWST3414 SWPP2175 2.8 SWST3297 SWST3761 SWPP218 93.2 SWST3414 SWST3416 SWPP2183 3.5 SWST3652 SWST3625 SWPP219 93.2 SWST3416 SWST3417 SWPP2190 8.4 SWST13250 SWST38330 SWPP2190-1 -19.6 SWST38330 SWST3643 SWPP22 -1.3 SWST1428 Node_11 SWPP220 -8.1 SWST3405 SWST3404 SWPP2204 11.1 SWST354 Node_1 SWPP2205 11.1 SWST532 SWST354 SWPP2209 0.3 SWST2949 SWST627 SWPP221 21.7 SWST2888 SWST2889 SWPP2215 1.3 SWST2976 SWST2975 SWPP2217 25.2 SWST4536 SWST4531 SWPP2218 -3.7 SWST1698 SWST1699 SWPP2219 25.2 SWST2974 SWST2975 SWPP222 21.0 SWST2889 SWST2902 SWPP223 2.4 SWST1438 SWST1436 SWPP2239 25.1 SWST2980 SWST2981 SWPP224 2.4 SWST1436 SWST1437 SWPP2240 13.5 SWST4762 SWST2979 SWPP2241 5.7 SWST2972 SWST2979 SWPP2245 0.3 SWST708 SWST712 SWPP225 3.9 SWST8 SWST1449 SWPP2255 1.0 SWST1205 SWST804 SWPP2256 5.4 SWST4466 SWST2005 SWPP226 64.6 SWST1449 SWST1450 SWPP2261 0.0 SWST229 SWST230 SWPP2263 8.6 SWST4652 SWST4655 SWPP2264 8.7 SWST230 SWST4652 SWPP2267 9.5 SWST4575 SWST4571 SWPP2268 11.5 SWST4655 SWST4575 SWPP227 4.3 SWST1026 SWST1029 SWPP2271 12.7 SWST4571 SWST4570 SWPP2272 7.3 SWST4578 SWST231 SWPP2274 7.3 SWST4582 SWST4578 SWPP2275 3.1 SWST4654 SWST4655 SWPP2277 3.3 SWST4604 SWST4654 SWPP2278 3.2 SWST4603 SWST4604 SWPP2279 3.2 SWST4656 SWST4603 SWPP228 4.1 SWST1031 SWST1026 SWPP2286 0.0 SWST4581 SWST229 SWPP2287 1.3 SWST3153 SDMP_MH18 SWPP229 3.7 SWST1032 SWST1031 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 17 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP2291 -0.4 SWST1132 SWST1128 SWPP2299 0.0 SWST4294 SWST4293 SWPP230 2.2 SWST2368 SWST1032 SWPP2304 0.0 SWST4461 SWST975 SWPP2305 6.3 SWST1084 SWST1089 SWPP231 -0.2 SWST654 SWST653 SWPP2311 6.3 SWST1089 SWST1077 SWPP2312 -0.2 SWST200 SWST196 SWPP2313 0.0 SWST199 SWST200 SWPP2314 0.0 SWST198 SWST199 SWPP2315 0.0 SWST197 SWST198 SWPP2316 3.8 SWST977 SWST976 SWPP2318 3.8 SWST976 SWST979 SWPP232 10.3 SWST652 SWST650 SWPP2323 2.2 SWST974 SWST973 SWPP2328 0.0 SWST4460 SWST988 SWPP234 2.4 SWST1480 SWST1476 SWPP235 4.7 SWST1476 SWST1473 SWPP236 -1.0 SWST1539 SWST1538 SWPP2363 0.0 SWST3171 SWST1132 SWPP2365 2.3 SWST1100 SWST1102 SWPP2366 2.3 SWST1102 SWST1105 SWPP237 -1.4 SWST1479 SWST1480 SWPP238 5.9 SWST1471 SWST1473 SWPP2388 -0.2 SWST3961 SWST3958 SWPP239 2.3 SWST2275 SWST2276 SWPP2393 0.0 SWST3600 SWST3700 SWPP2396 -0.3 SWST4661 SWST2420 SWPP2397 0.0 SWST2422 SWST4661 SWPP24 0.0 SWST1712 SWST1713 SWPP240 3.9 SWST1635 SWST1623 SWPP2404 28.3 SWST469 SWST466 SWPP241 3.8 SWST2458 SWST2457 SWPP2410 0.5 SWST2455 SWST2454 SWPP2411 0.7 SWST2454 SWST2453 SWPP2419 3.5 SWST23 SWST24 SWPP242 14.7 SWST12 SWST514 SWPP243 27.1 SWST514 SWST515 SWPP244 25.1 SWST515 SWST513 SWPP2442 7.7 SWST22 SWST4041 SWPP245 16.1 SWST3454 SWST3455 SWPP2457 -1.8 SWST496 SWST1471 SWPP2458 1.4 SWST1467 SWST497 SWPP246 15.3 SWST3455 SWST3456 SWPP2461 -1.9 SWST1548 SWST496 SWPP2462 3.4 SWST660 SWST1480 SWPP2466 0.0 SWST1625 SWST2275 SWPP2468 -3.1 SWST2314 SWST597 SWPP247 4.4 SWST3748 SWST478 SWPP248 4.5 SWST2459 SWST2457 SWPP2482 6.6 SWST26559 SWST13250 SWPP249 5.7 SWST448 SWST450 SWPP2491 6.6 SWST3626 SWST3627 SWPP2492 -6.6 SWST26559 SWST3627 SWPP2493 6.9 SWST26566 SWST3988 SWPP2494 22.5 SWST3990 SWST3988 SWPP2495 23.3 SWST3988 SWST3989 SWPP2496 4.3 SWST3986 SWST26566 SWPP2497 3.4 SWST4008 SWST26969 SWPP2498 4.0 SWST26969 SWST26965 SWPP2499 23.3 SWST3989 SWST3991 SWPP25 7.2 SWST1713 SWST3208 SWPP2500 24.6 SWST3991 SWST3992 SWPP2501 15.5 SWST4373 SWST4371 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 18 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP2502 7.1 SWST4371 SWST4367 SWPP2503 8.5 SWST4371 SWST26974 SWPP2504 8.5 SWST26974 SWST4367 SWPP2505 6.9 SWST1265 SWST1264 SWPP2506 3.8 SWST20467 SWST1392 SWPP2507 0.0 SWST2742 SWST2623 SWPP251 36.3 SWST2647 SWST2650 SWPP252 5.8 SWST2971 SWST2972 SWPP2522 -1.9 SWST111 SWST1290 SWPP2527 -2.1 SWST1290 SWST3405 SWPP2529 11.8 SWST4775 SDMP_OF4 SWPP253 -0.2 SWST3096 SWST2408 SWPP2537 9.4 SWST3740 SWST3739 SWPP254 12.9 SWST661 SWST628 SWPP255 12.0 SWST3112 SWST3113 SWPP256 12.0 SWST3113 SWST3118 SWPP257 13.1 SWST3118 SWST3119 SWPP2572 10.4 SWST2060 SWST2058 SWPP2576 5.1 SWST326 SWST325 SWPP2577 -6.3 SWST327 SWST326 SWPP2578 0.2 SWST1062 SWST206 SWPP258 13.3 SWST3009 SWST3010 SWPP2585 66.3 SWST1258 SDMP_MH1 SWPP2586 67.1 SWST2149 SWST1258 SWPP2587 31.3 SWST1259 SWST1260 SWPP2589 0.0 SWST216 SWST2361 SWPP259 5.0 SWST3008 SWST3009 SWPP2590 0.0 SWST214 SWST2363 SWPP2592 6.4 SWST1721 SDMP_MHSJ4 SWPP260 5.2 SWST488 SWST490 SWPP2600 -7.9 SDMP_MH23 SWST1969 SWPP2602 0.7 SWST328 SWST327 SWPP2603 0.2 SWST4333 SDMP_MH6 SWPP2607 10.3 SWST2058 SWST2061 SWPP2608 10.3 SWST2061 SDMP_LAT1 SWPP261 4.8 SWST490 SWST489 SWPP2630 -48.3 SWST4619 SWST3954 SWPP2631 134.9 SWST95 SWJT1 SWPP2632 -0.4 SWST2920 SWST2887 SWPP2636 134.9 SWST3417 SWST95 SWPP2638 3.3 SWST348 SWST2798 SWPP2639 48.3 SWST4619 SWST4618 SWPP264 3.3 SWST1801 SWST2045 SWPP2640 0.0 SWST2885 SWST2857 SWPP2641 -0.3 SWST2769 SWST2466 SWPP2649 0.0 SWST1843 SWST1844 SWPP265 9.7 SWST3739 SWST3738 SWPP2650 0.0 SWST1842 SWST1843 SWPP266 19.2 SWST3737 SWST3735 SWPP267 24.9 SWST1271 SWST3441 SWPP268 24.9 SWST3441 SWST3755 SWPP2687 -1.6 SWST1837 SWST2341 SWPP269 1.7 SWST2986 SWST1701 SWPP2701 0.0 SWST1841 SWST1842 SWPP2708 -0.7 SWST1838 SWST1837 SWPP2710 5.6 SWST1565 SWST814 SWPP2711 2.8 SWST1433 SWST1562 SWPP272 55.0 SWST4314 SWST4317 SWPP2720 6.6 SWST4337 SWST4192 SWPP2721 -2.2 SWST2341 SWST1839 SWPP273 59.2 SWST4317 SWST4318 SWPP274 63.3 SWST4318 SWST4319 SWPP2746 6.3 SWST1272 SWST3189 SWPP275 6.5 SWST2003 SWST876 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 19 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP276 6.4 SWST1215 SWST2003 SWPP2767 0.0 SWST4441 SWST4419 SWPP277 10.2 SWST2005 SWST1999 SWPP2772 30.4 SWST4418 SWST4453 SWPP2774 30.4 SWST4453 SWST4454 SWPP2775 30.4 SWST4454 SWST4455 SWPP278 7.4 SWST676 SWST705 SWPP279 8.8 SWST705 SWST706 SWPP2793 3.3 SWST2782 SWST2791 SWPP2794 18.5 SWST2793 SWST2792 SWPP2795 23.0 SWST2791 SWST2790 SWPP2796 3.1 SWST2871 SWST2792 SWPP2797 3.1 SWST1297 SWST2871 SWPP2799 10.9 SWST773 SWST782 SWPP280 9.4 SWST706 SWST689 SWPP2800 10.9 SWST782 SWST26979 SWPP2801 10.9 SWST728 SWST729 SWPP2802 10.9 SWST26979 SWST728 SWPP2803 10.0 SWST726 SWST26982 SWPP2804 10.0 SWST26982 SWST912 SWPP2807 12.6 SWST1239 SWST2774 SWPP281 1.3 SWST4664 SWST3067 SWPP2814 10.6 SWST315 SWST314 SWPP282 14.9 SWST3186 SWST3187 SWPP283 2.7 SWST11 SWST13 SWPP2836 6.0 SWST101 SWST41 SWPP2838 7.5 SWST99 SWST100 SWPP2839 13.0 SWST4095 SWST948 SWPP284 0.0 SWST10 SWST11 SWPP2841 5.9 SWST41 SWST99 SWPP2842 9.1 SWST2190 SWST4095 SWPP2845 6.9 SWST3111 SWST3110 SWPP285 -0.3 SWST512 SWST12 SWPP2854 23.9 SWST2912 SWST4726 SWPP2855 30.3 SWST4726 SWST2913 SWPP286 20.7 SWST3019 SWST3018 SWPP2860 1.6 SWST2179 SWST76 SWPP2861 1.5 SWST74 SWST2182 SWPP2862 1.5 SWST75 SWST74 SWPP2863 2.9 SWST2180 SWST2193 SWPP2864 3.0 SWST2193 SWST2192 SWPP2866 2.4 SWST76 SWST2180 SWPP2867 -0.4 SWST78 SWST2179 SWPP287 20.7 SWST3018 SWST3017 SWPP2872 -0.4 SWST1719 SWST866 SWPP2876 2.0 SWST2045 SWST2044 SWPP2877 -0.1 SWST4564 SWST4563 SWPP2879 -0.1 SWST4563 SWST4560 SWPP288 28.7 SWST3233 SWST3017 SWPP2881 3.3 SWST4560 SWST4559 SWPP2885 -0.2 SWST864 SWST1719 SWPP2887 2.8 SWST1806 SWST1808 SWPP2889 6.4 SWST4698 SWST2658 SWPP289 24.6 SWST2700 SWST3233 SWPP2890 1.3 SWST2045 SWST866 SWPP2894 2.8 SWST853 SWST1806 SWPP2896 8.2 SWST4597 SWST4850 SWPP2898 3.5 SWST3510 SWST3509 SWPP290 24.5 SWST2698 SWST2700 SWPP2901 0.8 SWST4594 SWST3355 SWPP291 17.4 SWST3124 SWST3125 SWPP2917 6.2 SWST1883 SWST1884 SWPP2918 7.4 SWST1884 SWST1885 SWPP2919 -0.1 SWST1925 SWST1924 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 20 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP292 27.4 SWST1696 SWST2433 SWPP2920 7.4 SWST859 SWST858 SWPP2921 7.4 SWST862 SWST860 SWPP2922 7.4 SWST861 SWST862 SWPP2923 7.4 SWST1885 SWST861 SWPP2924 7.4 SWST858 SWST863 SWPP2925 0.0 SWST852 SWST1925 SWPP293 27.5 SWST2433 SWST2432 SWPP2933 5.7 SWST73 SWST3790 SWPP294 30.4 SWST2432 SWST2431 SWPP2948 3.2 SWST4731 SWST4728 SWPP2949 7.3 SWST2409 SWST3550 SWPP295 4.1 SWST2424 SWST2425 SWPP2950 7.3 SWST3550 SWST2410 SWPP2956 3.2 SWST4730 SWST4731 SWPP296 7.6 SWST2425 SWST2423 SWPP2960 4.4 SWST2209 SWST4099 SWPP2961 6.8 SWST4105 SWST4106 SWPP2964 7.8 SWST4069 SWST4105 SWPP2965 6.6 SWST4106 SWST4068 SWPP2967 6.4 SWST2057 SWST1721 SWPP2968 0.8 SWST2220 SWST1031 SWPP297 41.6 SWST3576 SWST3754 SWPP2974 0.2 SWST2713 SWST2469 SWPP2976 4.9 SWST2608 SWST4181 SWPP2977 3.8 SWST3180 SWST311 SWPP298 9.1 SWST3116 SWST2160 SWPP2981 0.0 SWST3174 SWST1085 SWPP2982 51.9 SWST209 SWST208 SWPP2985 7.7 SWST3540 SWJT2646 SWPP2986 -5.1 SWST16856 SWST16862 SWPP2987 -5.1 SWST16862 SWST4209 SWPP299 8.9 SWST2160 SWST3117 SWPP2991 15.9 SWST3070 SWST2157 SWPP2992 15.9 SWST2157 SWST3068 SWPP2994 27.6 SWST421 SWST1247 SWPP3 0.0 SWST4356 SWST4345 SWPP30 2.8 SWST1804 SWST1805 SWPP300 6.8 SWST3110 SWST3112 SWPP3009 0.0 SWST16857 SWST16856 SWPP301 2.3 SWST2047 SWST2048 SWPP3010 21.6 SWST5107 SWST4026 SWPP3012 73.2 SWST2551 SWST2550 SWPP3013 76.2 SWST2550 SWST2549 SWPP3015 27.9 SWST3461 SWST3462 SWPP3016 44.3 SWST3462 SWST542 SWPP3017 17.1 SWST3459 SWST3462 SWPP3018 0.0 SWST27801 Node_36 SWPP3019 0.0 SWST27793 SWST1794 SWPP302 4.9 SWST2049 SWST2048 SWPP3020 6.2 SWST1882 SWST1883 SWPP3021 14.3 SWST1880 SWST1881 SWPP3022 4.8 SWST3384 SWST3385 SWPP3023 4.2 SWST3385 SWST3516 SWPP3024 0.5 SWST27803 SWST3384 SWPP3026 0.0 SWST3691 SWST3271 SWPP3027 0.0 SWST2225 Node_33 SWPP3028 0.0 SWST3695 SWST3694 SWPP3029 4.9 SWST3694 SWST3751 SWPP303 68.5 SWST355 SWST2659 SWPP3034 5.1 SWST3780 SWST3325 SWPP3036 1.4 SWST28601 SWST3780 SWPP3037 0.1 SWST28602 SWST28601 SWPP3038 0.9 SWST2781 SWST2779 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 21 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP3039 6.2 SWST2509 SWST2510 SWPP304 7.2 SWST3214 SWST3213 SWPP3040 39.1 SWST4386 SWST4383 SWPP3041 2.6 SWST3156 SWST3129 SWPP3042 29.6 SWST3128 SWST3129 SWPP3043 29.6 SWST3127 SWST3126 SWPP3044 29.6 SWST3126 SWST3128 SWPP3050 3.3 SWST801 SWST802 SWPP3055 8.8 SWST1244 SWJT231 SWPP3056 96.7 SWJT231 SWST1243 SWPP3059 20.7 Node_27 SWST4166 SWPP306 15.5 SWST4372 SWST4373 SWPP3062 62.2 SWST3993 SWST3984 SWPP3063 59.3 SWST3984 SWST2553 SWPP3064 4.4 SWST29409 SWST3984 SWPP3065 0.0 SWST4877 SDMP_OF3 SWPP3069 6.5 SWST4416 SWST10851 SWPP3070 7.7 SWST3279 SWST3278 SWPP3071 4.9 SWST51432 SWST3276 SWPP3072 48.9 SWST3274 SWST3276 SWPP3073 53.0 SWST3276 SWST3278 SWPP3074 60.2 SWST3278 SWST3606 SWPP3075 0.0 SWST29812 SWST3276 SWPP308 14.2 SWST1174 SWST1176 SWPP3080 4.6 SWST2503 SWST2504 SWPP3081 34.2 SWST2504 SWST29819 SWPP3082 1.6 SWST2363 SWJT8 SWPP3083 117.1 SWST1256 SWST1255 SWPP3085 34.9 SWST4257 SWST4331 SWPP3087 0.0 SWST4881 SWST4880 SWPP3096 21.3 SWST219 SWST218 SWPP3097 21.3 SWST2362 SWST219 SWPP3098 -0.5 SWST2564 SWST515 SWPP3099 22.8 SWST203 SWST4890 SWPP31 -2.5 SWST1839 SWST1899 SWPP310 8.7 SWST2279 SWST2281 SWPP3101 10.9 SWST3966 SWST203 SWPP3103 0.0 SWST4879 SWST4877 SWPP3106 11.9 SWST4896 SWST203 SWPP3107 7.8 SWST4896 SWST4895 SWPP3108 22.8 SWST4894 SWST4893 SWPP3109 30.2 SWST4893 SWST4892 SWPP311 14.3 SWST2281 SWST2280 SWPP3110 30.2 SWST4892 SWST4891 SWPP3112 0.0 SWST4888 SWST4889 SWPP3113 0.0 SWST4889 SWST4886 SWPP3114 0.0 SWST4886 SWST4885 SWPP3115 0.0 SWST4885 SWST4884 SWPP3116 0.0 SWST4884 SWST4883 SWPP3117 0.0 SWST4883 SWST4882 SWPP3118 0.0 SWST4882 SWST4881 SWPP312 14.3 SWST2280 SWST2283 SWPP3121 22.8 SWST4890 SWST4894 SWPP3123 0.0 SWST4880 SWST4879 SWPP3124 21.3 SWST218 SWST217 SWPP3128 49.6 SWST545 SWST3494 SWPP313 8.6 SWST2283 SWST2285 SWPP3134 14.3 SWST948 SWST4817 SWPP314 83.1 SWST3235 SWST1944 SWPP3140 8.2 SWST4850 SWST4847 SWPP3142 4.2 SWST2483 SWST3548 SWPP3143 18.6 SDMP_MH5 SWST3549 SWPP3144 30.4 SWST4455 SWST4456 SWPP3149 7.5 SWST100 SWST40 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 22 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP315 75.4 SWST1944 SWST1947 SWPP3154 2.3 SWST222 SWST2508 SWPP3155 0.0 SWST3911 SWST205 SWPP3156 0.0 SWST2752 SWST2678 SWPP3157 0.0 SWST3908 SWST3911 SWPP316 10.3 SWST3315 SWST3314 SWPP3166 51.9 SWST208 SWST1192 SWPP3168 15.9 SWST1179 SWST4459 SWPP317 5.3 SWST3266 SWST3310 SWPP3170 5.8 SWST1168 SWST4292 SWPP3172 69.3 SWST1957 SWST4830 SWPP3174 4.6 SWST1959 SWST4833 SWPP3175 19.1 SWST1907 SWST304 SWPP3177 24.1 SWST287 SWST285 SWPP3178 68.1 SWST2621 SWST1298 SWPP3179 54.5 SWST2613 SWST1936 SWPP318 0.0 SDMP_MH19 SWST3783 SWPP3180 4.2 SWST51008 SWST1940 SWPP3186 95.7 SDMP_DITCH1 SWST304 SWPP319 0.0 SWST3783 SWST2338 SWPP3192 81.0 SWST2357 SWST1294 SWPP3195 36.5 SWST285 SWST21665 SWPP3199 52.5 SWST285 SWST2169 SWPP320 13.9 SWST2285 Node_9 SWPP3202 14.9 SWST1940 SWJT11471 SWPP3206 36.8 SWST4209 SWST332 SWPP321 7.2 SWST2283 SWST2284 SWPP322 7.2 SWST2284 SWST2288 SWPP3228 92.5 SWST186 SWJT231 SWPP323 7.2 SWST2288 SWST2290 SWPP3234 7.1 SWST2338 SWST3785 SWPP3235 64.3 SWST4483 SWST3786 SWPP324 -0.3 SWST2287 SWST2286 SWPP3240 37.5 SWST466 SWST7633 SWPP3242 2.7 SWST4493 SWST31833 SWPP3246 12.6 SWST3324 SDMP_INLET1 SWPP3248 14.2 SWST3312 SWJT147 SWPP3249 14.2 SWST3313 SWST3312 SWPP325 18.4 SWST2282 SWST2286 SWPP3250-1 12.5 SDMP_INLET1 SWST3434 SWPP3250-2 0.1 SWST3434 SWST4612 SWPP3250-3 12.5 SWST3434 SWJT190 SWPP3251 30.4 SWJT147 SWJT150 SWPP3252 4.9 SWST3702 SWJT150 SWPP3253 34.8 SWJT150 SWJT148 SWPP326 6.3 SWST4631 SWST4640 SWPP3262 39.7 SWST4107 SDMP_REG1 SWPP3265 10.2 SWST1499 SWST1375 SWPP3269 31.0 SWST644 SWST235 SWPP327 5.4 SWST4637 SWST3866 SWPP3276 27.1 SWST2479 SWST3547 SWPP3279 2.7 SWST160 SWST4802 SWPP3281 12.4 SWST1620 SWST2235 SWPP3283 5.7 SWST1623 SWST2234 SWPP3284 9.0 SWST2348 SWST4167 SWPP3285 20.7 SWST4166 SWST2347 SWPP3286 8.5 SWST596 SWST1929 SWPP3287 20.4 SWST4197 SWST4339 SWPP3288 5.2 SWST4184 SWST26147 SWPP3289 23.0 SWST40048 SWST26146 SWPP3301 36.8 SWST332 SWJT11475 SWPP3312 27.5 SWST48 SWST47 SWPP3314 73.6 SWST50 SWST46 SWPP3316 64.2 SWST49 SWST4841 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 23 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP3318 6.5 SWST154 SWST146 SWPP332 -11.5 SWST1903 SWST1904 SWPP3321 9.2 SWST2040 SWST2041 SWPP3327 0.0 SWST10853 SWST13244 SWPP3329 79.4 SWST3066 SWST4829 SWPP3331 8.6 SWST4676 SWST4824 SWPP3339 2.6 SWST3603 SDMP_REG1 SWPP334 16.7 SWST4549 SWST3459 SWPP3345 16.2 SWJT190 SWJT147 SWPP3348 9.1 SWST4189 SWST4188 SWPP3349 12.9 SWST4188 SWST4183 SWPP3351 18.1 SWST2979 SWST2980 SWPP3353 2.5 SWST1405 SWST51420 SWPP3355 4.1 SWST51420 SWST33434 SWPP3356 5.3 SWST33434 SWST1414 SWPP3359 188.4 SWST2292 SWST2528 SWPP3360 25.1 SWST2290 SWST2526 SWPP3362 25.4 SWST2289 SWST2527 SWPP3366 7.2 SWST29001 SWST1359 SWPP3367 5.4 SWST1360 SWST29001 SWPP3370 34.5 SWST28608 SWST4386 SWPP3371 34.4 SWST29819 SWST28608 SWPP3377 25.2 SWST2977 SWST4536 SWPP3385 84.9 SWST2546 SWST1453 SWPP3386 84.8 SDMP_MH11 SWST2546 SWPP3388 16.7 SWST1716 SWST87 SWPP3394 3.9 SWST1274 Node_29 SWPP3395 15.6 SWST87 SWST3406 SWPP3397 3.3 SWST3535 SWST3065 SWPP3399 0.0 SWST3061 SWST2154 SWPP3400 7.7 SWJT2646 SWST2154 SWPP3401 0.0 SWST3086 SWST3540 SWPP3403 8.3 SWST3085 SWST3540 SWPP3405 4.2 SWST4511 SWST4407 SWPP3406 4.2 SWST4408 SWST4511 SWPP3407 7.7 SWST2154 SWST3541 SWPP3409 3.7 SWST24 SWST353 SWPP3417 8.3 SWST3072 SWST3009 SWPP342 25.7 SWST1717 SWST4948 SWPP3422 3.8 SWST353 SWST22 SWPP3426 -0.4 SWST3811 SWST3816 SWPP3427 -1.5 SWST3816 SWST4080 SWPP343 79.7 SWST2359 Node_31 SWPP3431 5.9 SWST4068 SWST4104 SWPP3432 8.3 SWST4524 SWST3072 SWPP3434 8.3 SWST4523 SWST4524 SWPP3435 6.9 SWST4525 SWST4523 SWPP3436 5.8 SWST4104 SWST4525 SWPP3442 17.0 SWST3999 SWST4005 SWPP3443 66.7 SWST3992 SWST3999 SWPP3444 49.9 SWST3999 SWST3998 SWPP3448 6.2 SWST33841 SWST33842 SWPP3455 -1.4 SWST34238 SWST43 SWPP3458 8.9 SWST3957 SWJT158 SWPP3459 3.7 SWST2188 SWST4097 SWPP3460 5.0 SWST4097 SWST73 SWPP3461 3.7 SWST2189 SWST2188 SWPP3462 7.5 SWST35040 SWST35041 SWPP3464 9.1 SWST4335 SWST4222 SWPP3465 9.1 SWST4222 SWST40048 SWPP3479 20.4 SWST22064 SWST2791 SWPP3480 20.3 SWST2792 SWST22064 SWPP3484 4.0 SWST3100 SWST2472 SWPP3485 2.3 SWST3099 SWST2472 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 24 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP3488 3.2 SWST221 SWST4785 SWPP3489 3.2 SWST4785 SWST3111 SWPP349 5.2 SWST1973 SWST1972 SWPP3495 37.9 SWST866 SWST3491 SWPP3498 10.1 SWST4324 SWST4265 SWPP3499 10.0 SWST4265 SDMP13WOL SWPP3501 0.6 Node_73 Node_84 SWPP3502 15.9 SWST3824 SWST3826 SWPP3503 -5.2 SWST36240 SWST3824 SWPP3507 64.6 SWST3796 SWST36242 SWPP3508 65.8 SWST36242 SWST3797 SWPP3510 12.1 SWST36244 SWST2702 SWPP3511 12.0 SWST36245 SWST36244 SWPP3512 11.9 SWST3523 SWST36245 SWPP3513 7.3 SWST2703 SWST36246 SWPP3514 74.8 SWST1706 SWST1707 SWPP3515 75.1 SWST1707 SWST1720 SWPP3517 12.7 SWST3557 SWST3556 SWPP3518 11.4 SWST3556 SWST3555 SWPP3524 0.0 SWST2884 SWST2857 SWPP3526 13.6 SWST3450 SWST3502 SWPP3527 23.6 SWST3460 SWST3461 SWPP3529 20.2 SWST3452 SWST3460 SWPP3531 10.1 SWST4546 SWST4545 SWPP3532 4.9 SWST4545 SWST4544 SWPP3533 9.3 SWST37446 SWST37444 SWPP3534 9.3 SWST4544 SWST37446 SWPP3538 11.4 SWST3389 SWST3391 SWPP3539 9.2 SWST3390 SWST3389 SWPP354 3.0 SWST3592 SWST3594 SWPP3540 9.2 SWST37447 SWST3390 SWPP3541 9.3 SWST37444 SWST37447 SWPP3542 20.3 SWST3502 SWST3451 SWPP3543 20.2 SWST3451 SWST3452 SWPP3544 20.4 SWST40003 SWST662 SWPP3546 -3.7 SWST1697 SWST1698 SWPP3548 20.4 SWST1697 SWST40003 SWPP3549 18.5 SWST40004 SWST1697 SWPP355 3.2 SWST3595 SWST3309 SWPP3551 12.6 SWST40006 SWST40004 SWPP3552 12.9 SWST628 SWST40006 SWPP3554 16.5 SWST3453 SWST3454 SWPP3555 7.4 SWST2211 SWST3501 SWPP3556 16.8 SWST3501 SWST3453 SWPP356 3.2 SWST3594 SWST3595 SWPP3564 3.4 SWST896 SWST894 SWPP3569 3.9 SWST874 SWST875 SWPP3570 1.9 SWST878 SWST877 SWPP3571 1.9 SWST877 SWST1215 SWPP3572 5.5 SWST2010 SWST2012 SWPP3573 5.5 SWST2012 SWST2011 SWPP3576 10.8 SWST1219 SWST1221 SWPP3581 4.3 SWST2042 SWST2017 SWPP3582 5.1 SWST2043 SWST2017 SWPP3583 10.8 SWST1221 SWST2015 SWPP3585 3.5 SWST1212 SWST1210 SWPP3589 -4.7 SWST374 SWST380 SWPP3590 -3.4 SWST375 SWST376 SWPP3591 4.1 SWST4136 SWST4140 SWPP3596 12.7 SWST4742 SWST380 SWPP3597 3.6 SWST377 SWST380 SWPP3598 14.1 SWST380 SWST4146 SWPP3599 -5.4 SWST376 SWST4146 SWPP36 1.1 SWST2989 SWST2945 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 25 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP360 2.2 SWST1791 SWST1790 SWPP361 2.2 SWST1790 SWST1792 SWPP3617 5.4 SWST391 SWST389 SWPP3623 4.9 SWST1928 SWST2279 SWPP3626 5.4 SWST389 SWST4123 SWPP3635 5.7 SWST413 SWST4114 SWPP3637 12.3 SWST415 SWST2523 SWPP3638 3.1 SWST4159 SWST4162 SWPP3640 -0.7 SWST4158 SWST4162 SWPP3644 12.3 SWST416 SWST415 SWPP3655 0.9 SWST393 SWST392 SWPP3666 0.4 SWST1478 SWST1479 SWPP3671 9.5 SWST1411 SWST2522 SWPP3697 9.5 SWST1414 SWST1411 SWPP37 29.0 SWST2983 SWST2984 SWPP3712 0.3 SWST1353 SWST1354 SWPP3714 5.9 SWST1439 SWST1441 SWPP3717 0.0 SWST1446 SWST1449 SWPP3721 4.8 SWST4058 SWST4059 SWPP3722 4.8 SWST4059 SWST4057 SWPP3732 8.5 SWST1584 SWST2345 SWPP3737 7.3 SWST2345 SWST1499 SWPP3740 -0.9 SWST7144 SWST4170 SWPP3741 -2.3 SWST4176 SWST4212 SWPP3743 -4.2 SWST4245 SWST4214 SWPP3744 3.8 SWST4245 SDMP_MH6 SWPP3747 0.0 SWST1329 SWST1327 SWPP3756 7.6 SWST1442 SWST1444 SWPP3759 8.7 SWST4256 SWST284 SWPP3760 2.8 SWST1351 SWST1313 SWPP3763 5.3 SWST2866 SWST2788 SWPP3764 5.6 SWST323 SWST2887 SWPP377 43.0 SWST1716 SWST4951 SWPP3775 7.6 SWST19263 SWST1445 SWPP378 42.9 SWST4951 SWST881 SWPP3783 3.1 SWST344 SWST2854 SWPP3788 -2.1 SWST2707 SWST2462 SWPP379 40.3 SWST4953 SWST4956 SWPP3793 5.0 SWST4181 SWST4256 SWPP3795 -0.2 SWST1397 SWST1398 SWPP38 34.1 SWST1702 SWST2153 SWPP3800 -1.4 SWST1299 SWST1229 SWPP3806 0.1 SWST4247 SWST4218 SWPP3807 0.8 SWST2715 SWST2776 SWPP3821 0.0 SWST2883 SWST2852 SWPP383 0.0 SWST1873 SWST1870 SWPP3837 -1.3 SWST2596 SWST2886 SWPP3839 -1.4 SWST2860 SWST2790 SWPP3843 4.6 SWST2714 SWST2776 SWPP3846 5.7 SWST2606 SWST2595 SWPP3847 -0.1 SWST2910 SWST2594 SWPP3848 2.6 SWST2712 SWST2469 SWPP3850 7.6 SWST1444 SWST19263 SWPP3854 4.3 SWST29002 SWST1350 SWPP3859 -0.4 SWST2768 SWST2466 SWPP3873 5.4 SWST2532 SWST295 SWPP3874 6.4 SWST295 SWST2591 SWPP3881 3.9 SWST3205 Node_29 SWPP3882 4.9 SWST4708 SWST3206 SWPP3883 3.8 SWST3206 SWST1274 SWPP3886 1.8 SWST2001 SWST2000 SWPP3895 2.8 SWST885 SWST884 SWPP3898 -0.7 SWST2435 SWST2418 SWPP39 39.4 SWST4207 SWST4208 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 26 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP3900 -3.6 SWST3857 SWST3856 SWPP3923 -1.7 SWST277 SWST3857 SWPP3927 6.5 SWST882 SWST884 SWPP3928 11.5 SWST884 SWST890 SWPP3929 9.2 SWST2017 SWST2039 SWPP3930 9.2 SWST2039 SWST2040 SWPP3931 1.4 SWST1998 SWST1999 SWPP394 0.0 SWST3909 SWST3908 SWPP3949 6.5 SWST879 SWST882 SWPP3958 15.9 SWST3068 SWST2158 SWPP3959 8.4 SWST35040 SWST3536 SWPP396 14.2 SWST3314 SWST3313 SWPP3962 5.8 SWST3962 SWST3978 SWPP3963 6.1 SWST3978 SWST3958 SWPP397 0.2 SWST3952 SDMP_MH24 SWPP398 22.0 SWST1357 SWST1356 SWPP399 -1.2 SWST3647 SWST3648 SWPP40 0.0 SWST2421 SWST2422 SWPP400 13.4 SWST3010 SWST2482 SWPP401 -11.0 SWST2482 SWST2481 SWPP4014 2.0 SWST1037 SWST1046 SWPP402 3.8 SWST2477 SWST2478 SWPP4027 0.0 SWST565 SWST942 SWPP403 3.6 SWST3357 SWST3356 SWPP4031 -3.7 SWST561 SWST558 SWPP404 8.8 SWST3356 SWST3359 SWPP4043 10.3 SWST3309 SWST4616 SWPP4044 0.0 SWST4606 SWST3909 SWPP405 8.5 SWST3360 SWST3359 SWPP406 12.8 SWST3359 SWST3353 SWPP4060 0.0 SWST3778 SWST4606 SWPP4063 10.3 SWST4616 SWST3699 SWPP407 12.8 SWST3353 SWST3351 SWPP4077 10.1 SWST29820 SWST3914 SWPP408 12.8 SWST3351 SWST3349 SWPP409 11.5 SWST4117 SWST401 SWPP4091 7.2 SWST360 SWST355 SWPP4092 7.2 SWST3213 SWST360 SWPP41 -0.4 SWST2420 SWST2419 SWPP410 27.7 SWST3734 SWST48 SWPP4101 16.0 SWST3826 SWST3825 SWPP411 22.6 SWST851 SWST302 SWPP4111 45.6 SWST4088 SWST12045 SWPP4114 6.3 SWST3981 SWST1584 SWPP4115 48.4 SWST12045 SWST3791 SWPP4129 -7.6 SWST4457 SWST3865 SWPP414 21.3 SWST94 SWST847 SWPP4145 0.0 SWST3615 SWST3274 SWPP4149 0.0 SWST3624 SWST3605 SWPP415 21.5 SWST51370 SWST94 SWPP4150 3.2 SWST3775 SWST3766 SWPP4154 5.4 SWST928 SWST930 SWPP416 6.8 SWST3337 SWST3340 SWPP4163 4.0 SWST3692 SWST3693 SWPP4164 4.0 SWST3693 SWST3282 SWPP4166 7.4 SWST2210 SWST2211 SWPP4167 3.9 SWST4149 SWST4147 SWPP417 6.8 SWST3340 SWST3339 SWPP418 0.0 SWST1752 SWST1754 SWPP4180 5.4 SWST4482 SDMP_MH2 SWPP4181 7.7 SWST40008 SWST2210 SWPP4183 0.5 SWST40012 SWST3539 SWPP4184 0.6 SWST3539 SWST40011 SWPP4185 0.6 SWST40011 SWST4664 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 27 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP419 0.0 SWST1754 SWST1753 SWPP420 15.3 SWST3121 SWST3124 SWPP4202 18.4 SWST2699 SWST2586 SWPP4204 18.3 SWST40022 SWST2699 SWPP4206 11.6 SWST2894 Node_6 SWPP4207 23.0 SWST2897 SWST2896 SWPP4208 18.2 SWST2896 SWST40022 SWPP4209 5.9 SWST4029 SWST2896 SWPP421 13.6 SWST2500 SWST4498 SWPP4210 12.2 SWST2896 SWST2894 SWPP4211 4.8 SWST3577 SWST3703 SWPP4213 11.5 SWST3391 SWST3392 SWPP4214 12.3 SWST3392 SWST3450 SWPP422 0.0 SWST2677 SWST2750 SWPP4220 13.9 SWST38328 SWST38272 SWPP4221 34.8 SWST38331 SWST38328 SWPP4222 14.0 SWST38272 SWST38273 SWPP4223 19.1 SWST38273 SWST3876 SWPP4224 25.5 SWST3875 SWST38274 SWPP4225 28.3 SWST3874 SWST38275 SWPP4226 32.0 SWST38276 SWST3273 SWPP4227 11.3 SWST38277 SWST38297 SWPP4228 7.2 SWST38279 SWST38277 SWPP4229 7.2 SWST38280 SWST38279 SWPP423 0.0 SWST2678 SWST2677 SWPP4232 9.0 SWST38284 SWST2996 SWPP4233 9.0 SWST38287 SWST2997 SWPP4234 8.5 SWST38288 SWST38285 SWPP4235 6.9 SWST38285 SWST38287 SWPP4236 4.0 SWST38289 SWST38288 SWPP4237 4.5 SWST38292 SWST38289 SWPP4239 11.3 SWST38297 SWST38299 SWPP424 -1.2 SWST2750 SWST2675 SWPP4240 6.2 SWST33843 SWST38299 SWPP4241 17.5 SWST38299 SWST16890 SWPP4243 23.7 SWST38301 SWST2808 SWPP4244 23.7 SWST38302 SWST38301 SWPP4245 23.7 SWST38303 SWST38302 SWPP4246 23.8 SWST38305 SWST38303 SWPP4247 21.2 SWST38308 SWST38305 SWPP4248 21.3 SWST38310 SWST38308 SWPP4249 18.3 SWST38315 SWST38311 SWPP425 -2.9 SWST2675 SWST2674 SWPP4250 18.3 SWST38311 SWST38310 SWPP4251 8.7 SWST38317 SWST38320 SWPP4252 13.8 SWST38322 SWST38325 SWPP4253 13.9 SWST38320 SWST38322 SWPP4255 18.4 SWST38325 SWST38315 SWPP4256 -7.1 SWST3877 SWST38332 SWPP4257 26.5 SWST38330 Node_13 SWPP426 12.3 SWST2674 SWST2673 SWPP4262 32.8 SWST4626 SWST3872 SWPP4266 8.8 SWST3871 SWST3872 SWPP4267 49.0 SWST51284 SWST3867 SWPP4268 34.7 SWST38332 SWST3872 SWPP4269 28.2 SWST3873 SWST38276 SWPP427 12.3 SWST2673 SWST3228 SWPP4270 28.3 SWST38275 SWST3873 SWPP4271 27.4 SWST38274 SWST3874 SWPP4272 19.2 SWST3876 SWST3875 SWPP4273 9.0 SWST2997 SWST38284 SWPP4274 39.0 SWST51279 SWST3878 SWPP4277 24.9 SWST3877 SWST4626 SWPP4278 15.9 SWST2845 SWST3071 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 28 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP4279 39.0 SWST3878 SWST38332 SWPP428 6.3 SWST2745 SWST2672 SWPP4280 20.6 SWST3879 SWST3877 SWPP4283 13.0 SWST2996 SWST2845 SWPP4284 20.8 SWST51278 SWST3879 SWPP4285 26.5 SWST51275 SWST38331 SWPP4286 23.7 SWST2808 SWST4797 SWPP4287 2.4 SWST2995 SWST2996 SWPP4289 0.0 SWST3610 SWST3273 SWPP429 46.7 SWST2672 SWST3531 SWPP4292 0.0 SWST3614 SWST3275 SWPP4294 17.2 SWST3825 SWST3273 SWPP4296 39.1 SWST3644 SWST3645 SWPP43 12.6 SWST2419 SWST2418 SWPP430 6.1 SWST61184 SWST1330 SWPP4303 5.2 SWST4219 SWST4184 SWPP431 6.8 SWST1330 SWST1188 SWPP432 4.4 SWST1336 SWST1337 SWPP433 9.3 SWST1337 SWST1338 SWPP4393 19.0 SWST38417 SWST2898 SWPP44 5.6 SWST3023 SWST3022 SWPP4409 35.2 SWST38495 SWST2428 SWPP443 -0.3 SWST2402 SWST2403 SWPP445 10.4 SWST1394 SWST1395 SWPP4485 34.9 SWST15256 SWST38495 SWPP4488 18.1 SWST2891 SWST38417 SWPP4490 40.3 SWST51190 SWST3402 SWPP4491 28.4 SWST867 SWST3403 SWPP4492 27.9 SWST3403 SWST1717 SWPP4493 19.1 SWST2898 SWST2899 SWPP4494 65.1 SWST83 SWST81 SWPP4495 40.1 SWST2428 SWST2429 SWPP4497 42.1 SWST1696 SWST535 SWPP4498 45.1 SWST535 SWST3207 SWPP4499 5.6 SWST4030 SWST2891 SWPP45 5.6 SWST3022 SWST3020 SWPP4500 45.1 SWST3207 Node_28 SWPP4501 16.2 SWST2892 SWST2891 SWPP4506 35.2 SWST2430 SWST15256 SWPP4508 40.1 SWST3399 SWST3400 SWPP4509 40.2 SWST3400 SWST51190 SWPP451 8.3 Node_30 SWST4086 SWPP455 4.2 SWST38 SWST32 SWPP4552 -2.7 SWST4988 SWST4979 SWPP456 0.0 SWST1844 SWST3482 SWPP457 28.4 SWST2797 SWST2796 SWPP458 28.4 SWST2796 SWST2795 SWPP4580 37.6 SWST4347 SWST4348 SWPP4581 37.7 SWST4348 SWST4363 SWPP459 27.0 SWST2795 SWST2794 SWPP4599 0.0 SWST161 SWST160 SWPP46 6.8 SWST1966 SWST2387 SWPP460 3.2 SWST856 SWST1868 SWPP461 0.0 SWST857 SWST856 SWPP4612 3.1 SWST4056 SWST23 SWPP4613 3.3 SWST4046 SWST4056 SWPP4627 -0.9 SWST2723 SWST2465 SWPP4631 -1.1 SWST4039 SWST3984 SWPP4632 1.0 SWST2716 SWST2776 SWPP4633 -0.7 SWST1300 SWST657 SWPP4635 87.3 SWST3942 SWST3947 SWPP464 3.4 SWST2584 SWST2583 SWPP4646 2.1 SWST1550 SWST1547 SWPP4648 1.8 SWST1547 SWST1548 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 29 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP465 3.6 SWST2583 SWST2582 SWPP4657 -0.3 SWST505 SWST647 SWPP4658 4.8 SWST592 SWST639 SWPP466 3.8 SWST2582 SWST2585 SWPP4667 -2.1 SWST2309 SWST2294 SWPP467 3.6 SWST2585 SWST2599 SWPP4670 0.0 SWST643 SWST641 SWPP4674 0.0 SWST2302 Node_9 SWPP4675 -0.2 SWST501 SWST655 SWPP468 7.3 SWST2599 SWST2600 SWPP4686 -0.1 SWST4220 SWST4184 SWPP4689 4.6 SWST325 SWST4240 SWPP469 6.7 SWST2600 SWST2601 SWPP4690 1.6 SWST507 SDMP_MH12 SWPP4693 9.7 SWST2230 SWST647 SWPP4695 9.5 SWST591 SWST636 SWPP4696 0.0 SWST642 SWST641 SWPP470 22.5 SWST3334 SWST3333 SWPP4700 4.5 SWST4240 SWST4200 SWPP4706 7.1 SWST499 SWST656 SWPP4707 14.5 SWST4232 SWST4198 SWPP471 6.6 SWST3358 SWST3511 SWPP472 4.9 SWST4076 SWST4075 SWPP473 4.8 SWST4072 SWST4076 SWPP4735 17.8 SWST4695 SWST2646 SWPP4738 13.8 SWST2645 SWST4695 SWPP474 2.0 SWST4073 SWST4072 SWPP4743 2.4 SWST306 SWST307 SWPP4744 4.0 SWST307 SWST2390 SWPP4747 8.0 SWST843 SWST3532 SWPP4748 -1.8 SWST3468 SWST3419 SWPP4749 91.1 SWST1908 SWST305 SWPP4755 6.4 SWST2414 SWST2555 SWPP4756 6.7 SWST2579 SWST2554 SWPP4757 3.1 SWST2578 SWST2554 SWPP476 7.4 SWST1326 SWST1327 SWPP4765 18.4 SWST3466 SWST1287 SWPP4766 6.5 SWST3467 SWST3418 SWPP4769 -16.6 SWST90 SWST91 SWPP477 0.0 SWST3016 SWST3015 SWPP4775 2.6 SWST2626 SWST1292 SWPP478 0.0 SWST3015 SWST3014 SWPP4784 0.1 SWST1572 SWST848 SWPP4787 0.0 SWST4055 SWST4056 SWPP4794 -0.1 SWST3964 SWST4620 SWPP4796 -0.1 SWST29408 SWST323 SWPP4798 0.0 SWST3005 SWST3095 SWPP4809 2.5 SWST1968 SWST306 SWPP481 25.8 SWST3428 SWST3423 SWPP4813 4.7 SWST831 SWST1958 SWPP4814 0.1 SWST832 SWST1958 SWPP4819 7.9 SWST3532 SWST842 SWPP482 36.9 SWST3423 SWST3425 SWPP4822 -0.1 SWST15655 SWST3942 SWPP483 42.3 SWST3425 SWST3432 SWPP4838 5.3 SWST4032 SWST4030 SWPP484 56.9 SWST3432 SWST3236 SWPP485 63.8 SWST3236 SWST3235 SWPP4858 -1.5 SWST4014 SWST3998 SWPP4859 7.7 SWST4024 SWST4005 SWPP486 49.2 SWST3430 SWST3427 SWPP4860 0.0 SWST4025 SWST4004 SWPP4861 9.8 SWST4010 SWST3995 SWPP4866 11.0 SWST2664 SWST3219 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 30 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP487 49.2 SWST3427 SWST3424 SWPP4870 -0.2 SWST4780 SWST3429 SWPP4879 0.0 SWST2178 SWST3797 SWPP488 5.5 SWST2206 SWST2187 SWPP4881 -1.7 SWST4233 SWST4198 SWPP4884 -1.1 SWST4983 SWST4987 SWPP49 8.5 SWST195 SWST1137 SWPP4902 91.0 SWST305 SWST304 SWPP491 25.8 SWST3429 SWST3428 SWPP4911 0.0 SWST3095 SWST4664 SWPP4912 4.1 SWST26965 SWST3987 SWPP4913 5.7 SWST3987 SWST26566 SWPP4914 6.6 SWST2416 SWST2555 SWPP4924 36.9 SWST849 SWST303 SWPP4926 -13.2 SWST4499 SWST2501 SWPP4927 3.2 SWST4728 SWST4727 SWPP4941 36.0 SWST303 SWST1277 SWPP4945 4.4 SWST3142 SWST2512 SWPP4946 13.6 SWST2516 SWST2500 SWPP4949 3.5 SWST3143 SWST3142 SWPP496 4.9 SWST1751 SWST2052 SWPP4965 3.2 SWST4727 SWST4873 SWPP497 0.0 SWST1732 SWST1731 SWPP4972 4.0 SWST1276 SWST2532 SWPP4974 6.2 SWST2508 SWST28607 SWPP4975 6.2 SWST28607 SWST2509 SWPP4977 -1.0 SWST2661 SWST3215 SWPP498 25.3 SWST1731 SWST1733 SWPP4985 10.9 SWST9644 SWST2516 SWPP4987 10.9 SWST40025 SWST9644 SWPP4988 7.0 SWST4394 SWST4380 SWPP4995 12.7 SWST4499 SWST2502 SWPP4996 31.1 SWST2502 SWST2504 SWPP5 28.0 SWST4344 SWST4345 SWPP50 8.5 SWST196 SWST195 SWPP5002 -0.3 SWST2688 SWST2685 SWPP5005 0.0 SWST2955 SWST2943 SWPP5010 0.0 SWST4697 SWST4698 SWPP502 7.7 SWST3282 SWST3281 SWPP5025 2.6 SWST53 SWST2653 SWPP503 7.7 SWST3281 SWST3280 SWPP5032 0.3 SWST2950 SWST627 SWPP5034 7.1 SWST4443 SWST4431 SWPP5037 6.1 SWST2687 SWST2685 SWPP5039 12.3 SWST2022 SWST4504 SWPP504 71.7 SWST1705 SWST1704 SWPP5049 25.2 SWST2824 SWST2977 SWPP505 74.3 SWST1704 SWST1703 SWPP5050 0.0 SWST2152 SWST4427 SWPP5056 0.0 SWST5060 SWST2808 SWPP506 32.6 SWST2840 SWST2807 SWPP5061 25.1 SWST2978 SWST2824 SWPP5086 -0.4 SWST3731 SWST3730 SWPP5089 -0.3 SWST3726 SWST1948 SWPP509 -2.7 SWST4493 SWST3602 SWPP5096 0.5 SWST3741 SWST3739 SWPP51 8.5 SWST1152 SWST196 SWPP510 35.0 SWST3764 SWST3765 SWPP511 35.0 SWST3765 SWST3768 SWPP5112 6.2 SWST10448 SWST33843 SWPP5113 6.2 SWST33842 SWST10448 SWPP512 39.7 SWST3769 SWST4107 SWPP5134 8.6 SWST3058 SWST23263 SWPP5136 16.0 SWST23263 SWST3521 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 31 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP514 27.6 SWST1247 SWST436 SWPP5141 6.9 SWST3513 SWST3514 SWPP5149 23.5 SWST23264 SWST3329 SWPP515 27.6 SWST436 SWST439 SWPP5150 5.0 SWST23265 SWST23266 SWPP5152 1.2 SWST27394 SWST27395 SWPP516 44.0 SWST439 SWST440 SWPP5161 -1.2 SWST3506 SWST3505 SWPP5163 0.9 SWST3132 SWST10044 SWPP5167 6.9 SWST72 SWST3462 SWPP5169 1.0 SWST10044 SWST3133 SWPP517 44.1 SWST6336 SWST441 SWPP5175 5.7 SWST2155 SWST951 SWPP5178 3.9 SWST2197 SWST2187 SWPP518 44.1 SWST442 SWST446 SWPP5180 1.5 SWST2182 SWST4097 SWPP5189 1.0 SWST4550 SWST664 SWPP519 51.5 SWST446 SWST447 SWPP5190 0.0 SWST28201 SWST795 SWPP5191 -0.1 SWST795 SWST3462 SWPP520 2.6 SWST741 Node_17 SWPP5201 3.4 SWST3103 SWST2403 SWPP5206 7.2 SWST3031 SWST2703 SWPP521 51.9 SWST3168 SWST3169 SWPP5212 23.5 SWST4674 SWST23264 SWPP5217 0.5 SWST3006 SWST2842 SWPP522 42.0 SWST4208 SWST4209 SWPP5220 22.1 SWST3053 SWST4674 SWPP5229 7.3 SWST2391 SWST2409 SWPP523 4.9 SWST2788 SWST2787 SWPP5231 -0.3 SWST2496 SWST2484 SWPP5232 5.6 SWST2498 SWST2497 SWPP5233 4.7 SWST2497 SWST2484 SWPP5239 0.0 SWST2490 SWST26977 SWPP524 4.2 SWST2787 SWST2417 SWPP525 5.9 SWST2417 SWST2416 SWPP5251 -0.1 SWST1236 SWST1245 SWPP5256 9.8 SWST26977 SWST1265 SWPP526 2.0 SWST1555 SWST1556 SWPP527 -0.1 SWST2361 SWST2366 SWPP5271 8.8 SWST3117 SWST2038 SWPP5273 8.5 SWST2038 SWST2036 SWPP528 -0.4 SWST2366 SWST2363 SWPP529 7.7 SWST1818 SWST1820 SWPP531 8.6 SWST3971 SWST3972 SWPP532 14.0 SWST3972 SWST3973 SWPP5323 0.0 SWST467 SWST466 SWPP533 11.7 SWST3973 SWST3974 SWPP5338 0.1 SWST2372 SWST2378 SWPP534 15.1 SWST3974 SWST3975 SWPP5342 12.6 SWST26984 SWST2378 SWPP5343 12.7 SWST991 SWST992 SWPP5344 0.0 SWST1230 SDMP_MH20 SWPP5346 0.0 SWST2214 SWST2372 SWPP535 20.8 SWST3976 SWST3977 SWPP5350 0.0 SWST43299 SWST1230 SWPP5353 12.7 SWST992 SWST994 SWPP5354 12.7 SWST10845 SWST991 SWPP5355 12.7 SWST994 SWST10846 SWPP5356 12.6 SWST10846 SWST10847 SWPP5357 8.6 SWST10847 SWST10848 SWPP5358 7.5 SWST10848 SDMP_MH7 SWPP536 23.0 SWST3977 SWST3932 SWPP5374 12.6 SWST2774 SWST26984 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 32 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP538 58.6 SWST70 SWST3795 SWPP5384 3.6 SWST757 SWST762 SWPP539 4.6 SWST1538 SWST1540 SWPP5390 -14.6 SWST937 SWST938 SWPP5394 14.6 SWST937 SWST4458 SWPP54 73.6 SWST3733 SWST50 SWPP540 9.4 SWST1473 SWST1540 SWPP5407 17.5 SWST26971 Node_34 SWPP5409 7.8 SWST4505 SWST4376 SWPP541 21.4 SWST1382 SWST1379 SWPP5410 12.0 SWST4504 SWST4392 SWPP5411 13.7 SWST4501 SWST4369 SWPP5414 15.5 SWST4367 SWST4368 SWPP5418 6.7 SWST4439 SWST4450 SWPP5419 15.2 SWST4376 SWST4374 SWPP542 2.5 SWST1183 SWST61184 SWPP5424 6.5 SWST4404 SWST4416 SWPP5429 15.0 SWST4366 SWST4376 SWPP5430 29.2 SWST4370 SWST4500 SWPP5431 29.2 SWST4368 SWST4370 SWPP5433 13.7 SWST4369 SWST4368 SWPP5435 3.5 SWST4585 SWST4586 SWPP544 6.0 SWST551 SWST550 SWPP5441 15.5 SWST4392 SWST4372 SWPP5442 6.7 SWST4450 SWST4501 SWPP5443 9.0 SWST4451 SWST4417 SWPP5444 26.4 SWST1109 SWST1114 SWPP5447 39.1 SWST1113 SWST1117 SWPP5448 26.5 SWST1114 SWST1113 SWPP5459 0.0 SWST4446 SWST4427 SWPP546 3.6 SWST1002 SWST809 SWPP5463 15.4 SWST1105 SWST1113 SWPP5465 6.5 SWST4405 SWST4404 SWPP5467 9.1 SWST4402 SWST4378 SWPP547 5.1 SWST809 SWST810 SWPP5477 3.7 SWST2478 SWST2156 SWPP5478 9.4 SWST2156 SWST3546 SWPP548 1.1 SWST2988 SWST2989 SWPP5480 27.1 SWST10446 SWST2479 SWPP5481 27.1 SWST2482 SWST10446 SWPP5484 0.0 SWST10459 SWST2407 SWPP5487 17.5 SWST1909 SWST26971 SWPP549 0.0 SWST3181 SWST3180 SWPP5490 6.5 SWST26980 SWST4405 SWPP5491 0.0 SWST2411 SWST13244 SWPP5494 -0.1 SWST1164 SWST1162 SWPP5495 0.0 SWST776 SWST777 SWPP5498 0.1 SWST687 SDMP_MH21 SWPP55 64.3 SWST3735 SWST49 SWPP550 22.5 SWST2530 SWST2529 SWPP5506 0.1 SWST707 SWST708 SWPP551 22.5 SWST2529 SWST851 SWPP5512 0.0 SWST4228 SWST4196 SWPP552 0.0 SWST4377 SDMP_MH5 SWPP5521 0.5 SWST3723 SWST3791 SWPP553 2.4 SWST1699 SWST2986 SWPP5531 0.0 SWST776 SWST687 SWPP5536 1.8 SWST1913 SWST1914 SWPP5539 2.3 SWST3505 SWST3504 SWPP554 0.0 SWST2985 SWST2987 SWPP5540 2.2 SWST3504 SWST3456 SWPP5541 7.2 SWST3511 SWST3350 SWPP5545 2.9 SWST4305 SWST854 SWPP5549 3.5 SWST3372 SWST3357 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 33 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP555 0.0 SWST1714 SWST1712 SWPP5550 3.5 SWST3508 SWST3372 SWPP5551 0.0 SWST1765 SWST1763 SWPP5552 2.3 SWST4673 SWST1785 SWPP556 74.8 SWST1708 SWST1706 SWPP5564 1.8 SWST1914 SWST1915 SWPP5566 3.6 SWST1919 SWST1917 SWPP5567 0.0 SWST1921 SWST1922 SWPP5568 11.2 SWST3343 SWST4592 SWPP5569 35.0 SWST4591 SWST3512 SWPP557 74.2 SWST1709 SWST1708 SWPP5573 2.3 SWST2046 SWST2047 SWPP5574 2.9 SWST854 SWST2049 SWPP5575 0.0 SWST1746 SWST1745 SWPP5577 0.0 SWST1755 SWST1754 SWPP5585 0.0 SWST1807 SWST1805 SWPP5586 3.8 SWST1870 SWST1869 SWPP5587 6.2 SWST27799 SWST1882 SWPP559 51.9 SWST1124 SWST3168 SWPP5592 0.0 SWST1778 SWST1780 SWPP5596 0.0 SWST1784 SWST4673 SWPP560 39.2 SWST1119 SWST1124 SWPP5601 0.0 SWST1774 SWST1773 SWPP5602 0.0 SWST1777 SWST1775 SWPP5608 8.1 SWST40009 SWST40008 SWPP5609 4.5 SWST946 SWST3450 SWPP561 22.1 SWST3052 SWST3053 SWPP5610 2.3 SWST1785 SWST1787 SWPP5611 0.0 SWST1789 SWST1788 SWPP5612 2.2 SWST1788 SWST1791 SWPP5613 0.0 SWST947 SWST3450 SWPP562 5.0 SWST3848 SWST4060 SWPP5622 0.1 SWST4353 SWST4341 SWPP563 9.9 SWST4060 SWST4062 SWPP5630 3.5 SWST3509 SWST3508 SWPP5631 1.7 SWST1797 SWST1798 SWPP5632 0.0 SWST1773 SWST1772 SWPP5634 11.2 SWST4592 SWST3336 SWPP5635 35.0 SWST3336 SWST4591 SWPP564 5.5 SWST2011 SWST2013 SWPP5643 0.0 SWST27794 SWST27793 SWPP5644 0.0 SWST27796 SWST27797 SWPP5646 8.9 SWST27799 SWST27800 SWPP5647 15.0 SWST1881 SWST27799 SWPP565 12.8 SWST3349 SWST3347 SWPP5650 0.0 SWST27797 SWST866 SWPP5660 9.1 SWST27391 SWST2587 SWPP566-1 12.8 SWST3347 SWST3344 SWPP566-2 25.3 SWST3344 SWST3345 SWPP5663 10.5 SWST314 SWST319 SWPP5664 10.4 SWST319 SWST2588 SWPP567 25.3 SWST3345 SWST3342 SWPP5673 15.2 SWST3569 SWST848 SWPP5676 4.7 SWST317 SWST3179 SWPP5678 -0.3 SWST321 SWST2589 SWPP5679 6.9 SWST2544 SWST3533 SWPP568 22.0 SWST3342 SWST3341 SWPP5686 -0.1 SWST2925 SWST2897 SWPP5687 8.3 SWST2924 SWST2897 SWPP569 20.5 SWST3341 SWST3334 SWPP5693 6.9 SWST846 SWST2544 SWPP5696 9.2 SWST311 SWST27391 SWPP5708 -7.7 SWST4893 SWST4895 SWPP5710 0.1 SWST40012 SWST40013 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 34 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP5715 -6.0 SWST4605 SWST10043 SWPP5716 39.0 SWST3667 SWST51280 SWPP5717 39.0 SWST51280 SWST51279 SWPP5718 20.9 SWST38328 SWST51278 SWPP5719 49.0 SWST3872 SWST51284 SWPP572 16.8 SWST3456 SWST3458 SWPP5725 -12.7 SWST3127 SWST4570 SWPP573 16.4 SWST3458 SWST3457 SWPP574 10.0 SWST2641 SWST51180 SWPP575 9.5 SWST602 SWST601 SWPP576 3.2 SWST3386 SWST4553 SWPP577 25.1 SWST2981 SWST2978 SWPP579 -2.0 SWST4609 SWST3268 SWPP580 17.3 SWST3125 SWST3127 SWPP581 46.7 SWST3531 SWST3228 SWPP582 57.3 SWST3228 SWST836 SWPP583 62.5 SWST836 SWST837 SWPP584 69.3 SWST837 SWST838 SWPP585 1.5 SWST2786 SWST2785 SWPP586 2.3 SWST2784 SWST2783 SWPP587 2.3 SWST2783 SWST2782 SWPP588 1.3 SWST2785 SWST2784 SWPP589 4.1 SWST1229 SWST2777 SWPP59 6.1 SWST979 SWST983 SWPP590 4.1 SWST2777 SWST2776 SWPP591 8.4 SWST803 SWST804 SWPP592 7.7 SWST725 SWST721 SWPP593 9.9 SWST721 SWST726 SWPP594 3.9 SDMP_MH21 SWST692 SWPP6 37.6 SWST4346 SWST4347 SWPP60 6.1 SWST983 SWST984 SWPP604 3.6 SWST1067 SWST1068 SWPP605 3.6 SWST1068 SWST1075 SWPP606 -10.2 SWST1041 SWST1040 SWPP607 182.1 SWST637 SWST639 SWPP608 186.6 SWST639 SWST2292 SWPP61 6.1 SWST984 SWST987 SWPP610 -0.2 SWST1945 SWST1944 SWPP6126 2.9 SWST4306 SWST4305 SWPP6127 0.0 SWST4870 SWST4869 SWPP613 27.6 SWST2790 SWST2789 SWPP6130 0.2 SWST4868 SWST2652 SWPP6131 25.2 SWST4531 SWST2974 SWPP6139 6.9 SWST24896 SWST24881 SWPP6140 10.7 SWST3863 SWST51289 SWPP6141 39.1 SWST3645 SWST51274 SWPP6142 26.5 Node_13 SWST51275 SWPP617 -0.8 SWST1066 SWST926 SWPP618 4.4 SWST926 SWST923 SWPP619 4.4 SWST923 SWST912 SWPP62 8.2 SWST987 SWST988 SWPP620 3.6 SWST1075 SWST1073 SWPP621 27.4 SWST232 SWJT158 SWPP623 105.5 Node_16 SWST201 SWPP624 4.0 SWST875 SWST876 SWPP625 5.6 SWST228 SWST4582 SWPP626 7.7 SWST479 SWST940 SWPP627 16.7 SWST814 SWST651 SWPP628 16.7 SWST651 SWST650 SWPP629 2.1 SWST1466 SWST659 SWPP63 8.2 SWST988 SWST989 SWPP630 2.1 SWST659 SWST658 SWPP631 9.9 SWST4062 SWST4065 SWPP632 10.3 SWST3216 SWST3211 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 35 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP634 10.1 SWST3914 SWST3966 SWPP635 13.4 SWST689 SWST693 SWPP636 16.2 SWST693 SWST698 SWPP637 20.7 SWST698 SWST701 SWPP638 20.7 SWST701 SWST704 SWPP639 20.7 SWST704 SWST916 SWPP64 10.0 SWST989 SWST1091 SWPP644 4.6 SWST2505 SWST2503 SWPP645 13.6 SWST4498 SWST2501 SWPP646 5.1 SWST810 SWST1015 SWPP647 9.7 SWST1015 SWST902 SWPP648 9.7 SWST902 SWST903 SWPP649 10.5 SWST903 SWST905 SWPP65 10.0 SWST1091 SWST1092 SWPP650 107.8 Node_2 SWST647 SWPP651 6.2 SWST1043 SWST1047 SWPP654 15.8 SWST2418 SWST3845 SWPP6540 13.7 SWST2614 SWST2602 SWPP655 16.7 SWST3457 SWST4549 SWPP656 3.2 SWST2886 SWST2797 SWPP66 10.0 SWST1092 SWST1096 SWPP660 4.0 SWST4147 SWST4141 SWPP661 7.3 SWST4141 SWST4742 SWPP662 5.6 SWST4143 SWST4742 SWPP663 5.1 SWST4140 SWST4143 SWPP664 5.2 SWST4133 SWST4141 SWPP665 4.8 SWST2192 SWST2191 SWPP666 -0.8 SWST2212 SWST2213 SWPP668 4.2 SWST1257 SWST1018 SWPP669 13.8 SWST1129 SWST1130 SWPP67 13.4 SWST1097 SWST1098 SWPP670 13.8 SWST1130 SWST1124 SWPP671 22.6 SWST302 SWST850 SWPP672 4.4 SDMP_MH6 SWST4332 SWPP673 5.4 SWST1046 SDMP_MH4 SWPP674 13.5 SDMP_MH4 SWST1041 SWPP675 7.0 SWST1047 SDMP_MH4 SWPP676 14.2 SWST1173 SWST1174 SWPP677 3.4 SWST3717 SWST3720 SWPP678 3.4 SWST3720 SWST3719 SWPP679 4.3 SWST3847 SWST3719 SWPP68 13.4 SWST1098 SWST1105 SWPP680 2.4 SWST3846 SWST3847 SWPP681 6.2 SWST3719 SWST3722 SWPP682 12.2 SWST3722 SWST3721 SWPP683 9.8 SWST2514 SWST2515 SWPP684 18.3 SWST1335 SWST15501 SWPP685 19.3 SWST15501 SWST1382 SWPP688 30.7 SWST4045 SWST4043 SWPP689 34.3 SWST4043 SWST4041 SWPP69 9.5 SWST1338 SWST1335 SWPP690 4.7 SWST2191 SWST2190 SWPP694 49.8 SWST2593 SWST2592 SWPP695 23.7 SWST1041 SWST1073 SWPP697 12.8 SWST4065 SWST4044 SWPP6970 0.0 SWST3566 SWST2214 SWPP6971 67.2 SWST1260 SWST2149 SWPP698 39.0 SWST3407 SWST3408 SWPP6983 5.6 SWST5935 SWST3971 SWPP699 3.6 SWST1917 SWST1911 SWPP7 27.8 SWST4345 SWST4346 SWPP70 4.9 SWST1371 SWST1368 SWPP700 63.3 SWST4319 SWST193 SWPP701 98.2 SWST2358 SWST1294 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 36 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP702 -1.6 SWST3215 SWST3216 SWPP703 37.1 SDMP_MH25 SWST868 SWPP704 0.0 SWST220 SWST221 SWPP705 4.6 SWST2506 SWST2505 SWPP706 7.7 SWST1817 SWST1818 SWPP709 -0.3 Node_103 SWST1716 SWPP71 3.5 SWST1367 SWST1371 SWPP714 0.0 SWST1760 SWST1759 SWPP715 0.0 SWST1763 SWST1762 SWPP716 0.0 SWST1761 SWST1760 SWPP717 36.3 SWST2650 SWST2648 SWPP718 20.4 SWST2651 SWST2654 SWPP719 10.4 SWST876 SWST1999 SWPP72 7.9 SWST1368 SWST1379 SWPP720 5.9 SWST872 SWST2005 SWPP721 26.9 SWST2646 SWST2644 SWPP722 26.9 SWST4480 SWST2643 SWPP723 27.1 SWST2643 SWST2647 SWPP724 8.0 SWST1749 SWST1750 SWPP726 8.3 SWST3555 SWST2243 SWPP727 1.8 SWST1087 SWST1086 SWPP728 4.0 SWST1086 SWST1085 SWPP729 4.0 SWST1085 SWST1084 SWPP73 3.1 SWST1373 SWST1368 SWPP730 2.8 SWST1017 SWST1077 SWPP731 2.3 SWST1083 SWST1084 SWPP732 18.4 SWST2286 SWST2291 SWPP733 18.4 SWST2291 SWST2290 SWPP734 6.9 SWST2387 SWST837 SWPP735 4.7 SWST1958 SWST1959 SWPP736 7.3 SWST231 SWST230 SWPP7386 4.5 SWST6333 SWST5935 SWPP74 35.9 SWST850 SWST849 SWPP742 5.5 SWST4636 SWST4637 SWPP748 -1.5 SWST141 SWST111 SWPP75 1.2 SWST3133 SWST3134 SWPP751 2.7 SWST3328 Node_25 SWPP752 -0.2 SWST638 SWST4205 SWPP753 4.6 SWST886 SWST879 SWPP754 0.0 SWST1780 SWST1779 SWPP755 26.4 SWST1489 SWST51305 SWPP757 19.3 SWST1903 SWST2054 SWPP758 13.0 SWST1904 SWST1903 SWPP76 1.4 SWST3134 SWST3135 SWPP769 5.4 SWST3760 SWST3757 SWPP77 4.4 SWST3135 SWST3136 SWPP771 8.0 SWST51382 SWST4260 SWPP772 8.0 SWST4260 SWST4261 SWPP773 15.6 SWST3406 SWST3407 SWPP774 4.9 SWST4115 SWST4116 SWPP775 0.0 SWST356 SWST3218 SWPP776 32.4 SWST2960 SWST2958 SWPP777 32.4 SWST2958 SWST2961 SWPP778 4.9 SWST2962 SWST2961 SWPP7783 44.1 SWST438 SWST6336 SWPP779 -0.3 SWST2408 SWST2473 SWPP78 4.4 SWST3136 SWST3137 SWPP780 -0.3 SWST2473 SWST2471 SWPP781 -0.3 SWST2471 SWST2472 SWPP782 6.3 SWST2472 SWST2474 SWPP783 73.3 SWST841 SWST4832 SWPP784 20.3 SWST736 SWST748 SWPP785 28.4 SWST748 SWST750 SWPP786 28.3 SWST750 SWST752 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 37 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP787 28.3 SWST752 SWST756 SWPP789 4.1 SWST472 SWST473 SWPP79 6.7 SWST34 SWST36 SWPP790 5.2 SWST611 SWST614 SWPP791 18.2 SWST110 SWST109 SWPP792 10.4 SWST174 SWST110 SWPP793 12.3 SWST173 SWST174 SWPP794 44.3 SWST3402 SWST82 SWPP795 67.9 SWST3062 SWST4869 SWPP796 75.3 SWST4869 SWST3064 SWPP797 75.3 SWST3064 SWST3066 SWPP798 5.3 SWST150 SWST152 SWPP799 5.6 SWST1649 SWST150 SWPP8 11.5 SWST4116 SWST4117 SWPP800 12.4 SWST158 SWST1620 SWPP801 33.5 SWST4384 SWST4385 SWPP802 33.4 SWST4383 SWST4384 SWPP803 6.3 SWST4387 SWST4400 SWPP805 3.4 SWST4389 SWST4388 SWPP806 3.4 SWST4388 SWST4387 SWPP807 5.8 SWST4400 SWST4385 SWPP808 11.3 SWST905 SWST785 SWPP809 13.2 SWST785 SWST787 SWPP81 -0.7 SWST2851 SWST2850 SWPP810 14.1 SWST787 SWST789 SWPP811 23.9 SWST789 SWST791 SWPP812 24.9 SWST791 SWST482 SWPP813 0.5 SWST3218 SWST3217 SWPP814 49.3 SWST3017 SWST104 SWPP816 21.9 SWST51369 SWST51370 SWPP817 18.3 SWST108 SWST51369 SWPP818 18.3 SWST109 SWST108 SWPP82 4.2 SWST1437 SWST1561 SWPP820 -1.0 SWST142 SWST141 SWPP821 0.0 SWST175 SWST142 SWPP822 3.1 SWST13 SWST12 SWPP823 38.1 SWST3768 SWST4492 SWPP824 38.1 SWST4492 SWST3769 SWPP826 17.5 Node_34 SWST1489 SWPP827 2.5 SWST4080 SWST4081 SWPP828 2.4 SWST4081 SWST4079 SWPP829 6.5 SWST4075 SWST4077 SWPP83 4.6 SWST2778 SWST2554 SWPP830 8.1 SWST4077 SWST4078 SWPP831 8.1 SWST4078 SWST4079 SWPP832 14.4 SWST4079 SWST3795 SWPP833 -5.7 SWST3497 SWST949 SWPP834 3.5 SWST3114 SWST3115 SWPP835 4.2 SWST1962 SWST1963 SWPP836 7.7 SWST1964 SWST1965 SWPP837 12.9 SWST4129 SWST4808 SWPP838 6.6 SWST4977 SWST1341 SWPP839 7.7 SWST3823 SWST3822 SWPP84 4.6 SWST1 SWST2778 SWPP840 7.8 SWST2484 SWST2485 SWPP841 7.6 SWST2485 SWST2486 SWPP842 7.4 SWST4481 SWST574 SWPP843 7.4 SWST2486 SWST4481 SWPP844 23.0 SWST574 SWST575 SWPP845 21.1 SWST890 SWST191 SWPP846 4.9 SWST3327 SWST3058 SWPP847 1.3 SWST3069 SWST3057 SWPP848 4.7 SWST3057 SWST3058 SWPP85 4.7 SWST2779 SWST2780 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 38 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP850-1 14.3 SWST4187 SWST40046 SWPP850-2 14.3 SWST40046 SWST40048 SWPP852 14.2 SWST1144 SWST1173 SWPP853 21.7 SWST4054 SWST4044 SWPP857 7.7 SWST3830 SWST3831 SWPP858 9.7 SDMP_MH3 SWST4516 SWPP86 44.1 SWST441 SWST442 SWPP861 26.9 SWST2644 SWST4480 SWPP865 10.4 SWST4193 SWST4196 SWPP866 10.4 SWST4196 SWST4197 SWPP867 45.5 SWST542 SWST543 SWPP868 5.0 SWST3464 SWST3463 SWPP869 4.9 SWST3463 SWST3461 SWPP87 22.8 SWST2942 SWST2657 SWPP871 95.7 SWST1722 SWST1904 SWPP87-1 22.8 SWST2942 SWST2657 SWPP872 91.1 SWST1906 SWST1908 SWPP873 60.7 SWST237 SWST236 SWPP874 60.7 SWST238 SWST237 SWPP875 60.7 SWST239 SWST238 SWPP876 55.2 SDMP_MH23 SWST239 SWPP877 48.7 SWST333 SDMP_MH23 SWPP878 39.7 SWST1932 SWST333 SWPP879 6.7 SWST2601 SWST2603 SWPP880 4.4 SWST4099 SWST2207 SWPP881 7.5 SWST4382 SWST4510 SWPP882 7.0 SWST4381 SWST4382 SWPP883 7.0 SWST4379 SWST4381 SWPP884 7.0 SWST4380 SWST4379 SWPP885 16.3 SWST4414 SWST4412 SWPP886 17.3 SWST4412 SWST4084 SWPP887 35.5 SWST4385 SWST4084 SWPP888 5.6 SWST227 SWST228 SWPP889 8.2 SWST165 SWST164 SWPP89 26.3 SWST2973 SWST2982 SWPP890 6.0 SWST168 SWST165 SWPP891 4.3 SWST3024 SWST168 SWPP892 3.4 SWST169 SWST168 SWPP893 5.5 SWST37 SWST34 SWPP894 5.5 SWST32 SWST37 SWPP895 5.7 SWST893 SWST897 SWPP896 7.9 SWST240 SWST1969 SWPP899 8.2 SWST164 SWST3019 SWPP8993 -3.8 SWST28202 Node_36 SWPP90 5.0 SWST3011 SWST3008 SWPP900 7.4 SWST1327 SWST1181 SWPP903 6.9 SWST1729 SWST1728 SWPP904 6.7 SWST1728 SWST1730 SWPP905 1.8 SWST1915 SWST1916 SWPP906 20.4 SWST662 SWST2651 SWPP907 9.8 SWST3738 SWST3737 SWPP908 26.1 SWST1999 SWST2000 SWPP909 35.0 SWST2000 SWST1997 SWPP910 0.0 SWST1645 SWST1646 SWPP911 0.0 SWST1644 SWST1645 SWPP912 0.0 SWST156 SWST1647 SWPP913 0.0 SWST155 SWST156 SWPP914 0.0 SWST1646 SWST155 SWPP915 -0.1 SWST1647 SWST1648 SWPP916 0.3 SWST1648 SWST1649 SWPP917 5.6 SWST2278 SWST1649 SWPP92 -10.2 SWST1040 SWST1057 SWPP922 5.6 SWST692 SWST689 SWPP923 6.6 SDMP_MHSJ4 SWST2362 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 39 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP924 8.2 Node_33 SWST2362 SWPP925 -8.1 Node_33 SWST804 SWPP929 2.3 SWST1128 SWST1129 SWPP93 -10.2 SWST1057 SWST1062 SWPP930 62.0 SWST3212 SWST2695 SWPP931 62.0 SWST4942 SWST355 SWPP932 16.5 SWST3234 SWST51168 SWPP933 24.3 SWST51168 SWST1946 SWPP934 45.1 SWST1948 SWST3730 SWPP935 73.6 SWST1949 SDMP_MH9 SWPP936 74.9 SWST1947 SWST1949 SWPP937 24.3 SWST1946 SWST3729 SWPP938 45.4 SWST3730 SWST3735 SWPP939 73.6 SDMP_MH9 SDMP_MH8 SWPP94 5.5 SWST733 SWST778 SWPP940 1.4 SWST5102 SWST2943 SWPP941 6.4 SWST1641 SWST4108 SWPP942 0.0 SWST205 SWST202 SWPP943 4.2 SWST2272 SWST2271 SWPP944 -0.5 SWST2270 SWST2271 SWPP945 4.1 SWST2271 SWST2269 SWPP946 9.0 SWST4126 SWST2348 SWPP947 5.7 SWST577 SWST573 SWPP948 5.8 SWST1822 SWST571 SWPP949 5.7 SWST571 SWST572 SWPP95 5.5 SWST778 SWST779 SWPP950 6.7 SWST572 SWST573 SWPP951 11.7 SWST573 SWST574 SWPP952 14.6 SWST1264 SWST1266 SWPP953 14.5 SWST1266 SWST1267 SWPP954 8.5 SWST4526 SWST1140 SWPP955 10.3 SWST1142 SWST1144 SWPP956 14.1 SWST1177 SWST1178 SWPP957 15.9 SWST1178 SWST1180 SWPP958 51.9 SWST3169 SWST209 SWPP96 5.4 SWST779 SWST777 SWPP961 61.6 SWST3997 SWST3996 SWPP963 26.3 SWST2975 SWST2973 SWPP964 26.3 SWST2982 SWST2983 SWPP965 29.0 SWST2984 SWST1700 SWPP966 9.3 SWST3115 SWST3116 SWPP967 30.4 SWST51306 SWST4418 SWPP968 46.5 SWST3754 SWST3753 SWPP969 56.8 SWST3753 SWST3752 SWPP97 5.4 SWST777 SWST775 SWPP970 56.8 SWST3752 SWST3750 SWPP971 56.8 SWST3750 SWST4483 SWPP972 10.2 SWST3025 SWST3026 SWPP973 11.3 SWST3026 SWST3027 SWPP974 13.4 SWST3027 SWST3028 SWPP975 11.5 SWST401 SWST4118 SWPP976 56.9 SWST3641 SWST3643 SWPP977 39.0 SWST51274 SWST3667 SWPP978 28.4 SWST942 Node_18 SWPP979 2.8 SWST2269 SWST2268 SWPP98 5.4 SWST775 SWST773 SWPP980 3.5 SWST2268 SWST61184 SWPP981 5.5 SWST3705 SWST3706 SWPP982 5.6 SWST3706 SWST3707 SWPP983 41.1 SWST3465 SWST3417 SWPP984 3.8 SWST2460 SWST2458 SWPP985 73.6 SDMP_MH8 SWST3733 SWPP986 24.9 SWST3729 SWST3734 SWPP987 8.5 SDMP_MH20 SWST1237 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 40 Schaaf & Wheeler September, 2018 Cupertino, Existing Pipes________________________________________________________________________________Appendix A-Pipes Pipe Name 10-year Max Flow (cfs) From Node To Node Existing Pipes SWPP988 12.6 SWST1238 SWST1239 SWPP989 49.0 SWST3273 SWST3275 SWPP990 49.0 SWST3275 SWST3274 SWPP992 4.5 SWST3179 SWST315 SWPP993 39.2 SWST1117 SWST1119 SWPP994 27.5 SWST1108 SWST1109 SWPP998 3.4 SWST871 SWST872 SWPP999 12.6 SWST1237 SWST1238 Storm Drain Master Plan, Cupertino _______________________________________________ A-Pipes 41 Schaaf & Wheeler September, 2018 # # # # # # # # # ## ## # # # # # # # # # # # # ## # # ## # # # # # # # ## # # # ## # # # ### # # # # # # ## ### # # # # ## # # # # # # # # # # # # # # # # # ## # H E N E Y CREEK PERMANENTE C R E E K MONTEBELLOCREEK P R OSPECTCREEK C A L A B A Z A S C R E E K S A R A T O G A C R E E K R E G N A R T C R E E K R O D E O C R E E K S T E V E N S C R EEK SWISS CREEK S U N N Y V A L E E A S T C H A N N E L JUNIPERO SERRA CHANNEL Prospect Creek W E S T B R A N C H P E R M A N E N T E C R E E K Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, © OpenStreetMap contributors, and the GIS User Community HGL above Rim (feet)Below Rim0 - 0.50.5 - 2.0> 2.0 #OutletsLinksCreeksOther City SystemsDrainage Areas Existing System Result10-Year Model ± 0 2,500 5,0001,250 Feet Appendix B Proposed Citywide Storm Drain CIPs Stokes Fairwood Majestic Oak Stevens West Adriana Torre Stevens Creek Stevens Creek Stevens Creek Stevens Creek Stevens Creek F o o t h ill N o r t h P h a s e 1 W i l d f l o w e r Stevens West B o l i n g e r McClellanPhase2 BubbPhase3 Valley Green 1 Valley Green 2 Cali Vallco Parkway 2 Vallco Parkway 3 F o o t h i l l S o u t h P h a s e 1 F o o t h i l l S o u t h P h a s e 2 Bubb Phase 1 Bubb Phase 2 Homestead West Phase 2 Homestead West Phase 1 D e A n z a N o r t h P h a s e 1 La Mar Vallco Parkway 1 R E G N A R T C R E E K S T E V E N S C REEK JUNIPERO SERRA CHANNEL Wunderlich W o l f e W h i t e F i r Wheaton W e y m o t h Voss Vista V i s t a U n i t e dPlace T o r r e Terrace Suisun Stevens East S t e v e n s C a n y o n S t e r n S t e l l i n g S o u t h S t e l l i n g S o u t h S t e l l i n g N o r t h S t e l l i n g N o r t h S t e l l i n g N o r t h S t a f f o r d S t J o s e p h Somerset Scotland Scofield S c e n i c Royal Oak Rodrigues Rodrigues Rivercrest R i c h w o o d Rainbow P o r t a l P o p p y P l u m T r e e P h a r L a p 2 P har Lap 1 Pendergast P e a c h B l o s s o m P a r l e t t P a r T h r e e PaloVista N o r w i c h M i r a m o n t e M e t e o r Merritt McClellan Phase 2 McClellanPhase 1 M c C l e l l a n P h a s e 1 M a r y M a r t i n w o o d Mariani Longdown Linda Vista Lilac Lazaneo La Mar La Mar Kingsbury K i m J o h n I m p e r i a l Homestead Homestead Greenwood G a r d e n s i d e Gardena F o r t B a k e r F o r t B a k e r F o o t h ill N o rt h P h a s e 2 F i n c h F e l t o n Farallone E s t a t e s E l m s f o r d Drake Derbyshire D e e p C l i f f e D e F o e D e A n z a S o u t h D e A n z a N o r t h P h a s e 2 De AnzaCircle Columbus Colony Hills Clifford Clarkston CastinePhase 2 C a s t i n e P h a s e 1 C a s t i n e P h a s e 1 C a n d l e w o o d C a l v e r t Calle de Barcelona B y r n e D e A n z a B u b b N o r t h B o l l i n g e r B l a n e y S o u t h B l a n e y N o r t h B e a r d o n B a y w o o dBandly Alves AlvesAlhambra Alcalde Ainsworth B u b b S o u t h Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, © OpenStreetMap contributors, and the GIS User Community, Source: Esri, DigitalGlobe,GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community CreeksExisting PipesCityBoundary 10-Year CIP 0 3,000 6,0001,500 Feet ± Appendix C Detailed Cost Estimate Summary Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-1 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal Pumpkin Fiesta Phase 1 IMP_SWPP3502 18 36 112 $ 460 $ 51,520 1 $ 13,650 IMP_SWPP4101 18 36 225 $ 460 $ 103,500 1 $ 13,650 IMP_SWPP4294 18 36 250 $ 460 $ 115,000 1 $ 13,650 IMP_SWPP989 36 60 196 $ 680 $ 133,280 2 $ 32,000 783 $ 403,300 $ 72,950 $ 476,250 Pumpkin Fiesta Phase 2 Casing 0 48 400 $ 2,000 $ 800,000 $ - IMP_Link_142 0 36 277 $ 460 $ 127,420 1 $ 13,650 IMP_Link_82 15 36 141 $ 460 $ 64,860 1 $ 13,650 IMP_Link_85 15 36 70 $ 460 $ 32,200 1 $ 13,650 IMP_Link_87 15 36 143 $ 460 $ 65,780 1 $ 13,650 SWPP1751 12 36 152 $ 460 $ 69,920 1 $ 13,650 SWPP1752 12 36 318 $ 460 $ 146,280 2 $ 27,300 1,501 $ 1,306,460 $ 95,550 $ 1,402,010 Bubb Phase 1 IMP_Link_96 0 42 302 $ 510 $ 154,020 2 $ 28,000 302 $ 154,020 $ 28,000 $ 182,020 Bubb Phase 2 Link_99 27 48 5 $ 550 $ 2,750 2 $ 29,600 IMP_SWPP5716 27 42 112 $ 510 $ 57,120 1 $ 14,000 IMP_Link_98 0 36 7 $ 460 $ 3,220 1 $ 13,650 IMP_SWPP1307 27 48 23 $ 550 $ 12,650 1 $ 14,800 IMP_SWPP2190 24 24 19 $ 350 $ 6,650 1 $ 12,990 1 IMP_SWPP4296 27 42 94 $ 510 $ 47,940 1 $ 14,000 IMP_SWPP6141 27 42 237 $ 510 $ 120,870 1 $ 14,000 IMP_SWPP976 27 42 195 $ 510 $ 99,450 1 $ 14,000 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-2 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP977 27 42 130 $ 510 $ 66,300 1 $ 14,000 822 $ 416,950 $ 141,040 $ 25,000 $ 582,990 Bubb Phase 3 IMP_SWPP857 15 36 42 $ 460 $ 19,320 1 $ 13,650 IMP_Link_145 15 36 121 $ 460 $ 55,660 1 $ 13,650 IMP_SWPP13 27 48 52 $ 550 $ 28,600 1 $ 14,800 IMP_SWPP10 27 48 254 $ 550 $ 139,700 1 $ 14,800 IMP_SWPP1012 27 48 209 $ 550 $ 114,950 1 $ 14,800 IMP_SWPP11 27 48 97 $ 550 $ 53,350 1 $ 14,800 IMP_SWPP1160 27 48 287 $ 550 $ 157,850 1 $ 14,800 IMP_SWPP1635 15 24 144 $ 350 $ 50,400 1 $ 12,990 IMP_SWPP1636 15 24 67 $ 350 $ 23,450 1 $ 12,990 IMP_SWPP1658 27 48 274 $ 550 $ 150,700 1 $ 14,800 IMP_SWPP1753 12 18 219 $ 290 $ 63,510 1 $ 12,830 IMP_SWPP1910 12 18 261 $ 290 $ 75,690 1 $ 12,830 IMP_SWPP1911 15 36 287 $ 460 $ 132,020 1 $ 13,650 IMP_SWPP12 27 48 130 $ 550 $ 71,500 1 $ 14,800 IMP_SWPP858 15 36 294 $ 460 $ 135,240 1 $ 13,650 IMP_SWPP1741 18 36 309 $ 460 $ 142,140 2 $ 27,300 3,047 $ 1,414,080 $ 237,140 $ 1,651,220 Foothill South Phase 1 IMP_SWPP1442 36 60 106 $ 680 $ 72,080 2 $ 32,000 IMP_SWPP1443 36 60 341 $ 680 $ 231,880 1 $ 16,000 IMP_SWPP1444 36 60 172 $ 680 $ 116,960 1 $ 16,000 IMP_SWPP1562 36 60 121 $ 680 $ 82,280 1 $ 16,000 IMP_SWPP1563 36 60 192 $ 680 $ 130,560 1 $ 16,000 IMP_SWPP1986 36 60 58 $ 680 $ 39,440 1 $ 16,000 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-3 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP3507 36 60 217 $ 680 $ 147,560 1 $ 16,000 IMP_SWPP3508 36 60 91 $ 680 $ 61,880 1 $ 16,000 IMP_SWPP538 36 60 57 $ 680 $ 38,760 1 $ 16,000 IMP_SWPP795 30 60 290 $ 680 $ 197,200 1 $ 16,000 1,645 $ 1,118,600 $ 176,000 $ 1,294,600 Foothill South Phase 2 IMP_SWPP1172 36 42 533 $ 510 $ 271,830 2 $ 28,000 IMP_SWPP1173 36 42 128 $ 510 $ 65,280 1 $ 14,000 IMP_SWPP1174 36 42 418 $ 510 $ 213,180 1 $ 14,000 IMP_SWPP4111 36 48 270 $ 550 $ 148,500 1 $ 14,800 IMP_SWPP4115 36 48 99 $ 550 $ 54,450 1 $ 14,800 IMP_SWPP801 36 36 86 $ 460 $ 39,560 1 $ 13,650 IMP_SWPP802 36 36 296 $ 460 $ 136,160 1 $ 13,650 IMP_SWPP887 36 36 356 $ 460 $ 163,760 1 $ 13,650 2,186 $ 1,092,720 $ 126,550 $ 1,219,270 McClellan Phase 1 IMP_SWPP1037 30 42 255 $ 510 $ 130,050 1 $ 14,000 IMP_SWPP1042 24 36 425 $ 460 $ 195,500 1 $ 13,650 IMP_SWPP1490 30 48 27 $ 550 $ 14,850 1 $ 14,800 IMP_SWPP1491 30 48 252 $ 550 $ 138,600 1 $ 14,800 IMP_SWPP1492 30 48 203 $ 550 $ 111,650 1 $ 14,800 IMP_SWPP1788 30 42 433 $ 510 $ 220,830 1 $ 14,000 IMP_SWPP1789 33 48 301 $ 550 $ 165,550 1 $ 14,800 IMP_SWPP182 33 48 300 $ 550 $ 165,000 1 $ 14,800 IMP_SWPP183 33 48 310 $ 550 $ 170,500 1 $ 14,800 IMP_SWPP184 36 54 13 $ 630 $ 8,190 1 $ 15,600 IMP_SWPP185 36 54 14 $ 630 $ 8,820 1 $ 15,600 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-4 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP186 36 54 420 $ 630 $ 264,600 1 $ 15,600 IMP_SWPP1211 18 36 362 $ 460 $ 166,520 1 $ 13,650 IMP_SWPP1340 30 48 27 $ 550 $ 14,850 1 $ 14,800 IMP_SWPP1341 30 48 135 $ 550 $ 74,250 1 $ 14,800 IMP_SWPP1342 30 48 212 $ 550 $ 116,600 1 $ 14,800 IMP_SWPP4267 27 42 326 $ 510 $ 166,260 1 $ 14,000 IMP_SWPP4635 42 48 118 $ 550 $ 64,900 1 $ 14,800 IMP_SWPP5719 27 42 134 $ 510 $ 68,340 2 $ 28,000 4,267 $ 2,265,860 $ 292,100 $ 2,557,960 McClellan Phase 2 IMP_SWPP1873 27 42 205 $ 510 $ 104,550 2 $ 28,000 IMP_SWPP1942 27 36 171 $ 460 $ 78,660 1 $ 13,650 IMP_SWPP1943 27 36 288 $ 460 $ 132,480 1 $ 13,650 IMP_SWPP1944 27 42 359 $ 510 $ 183,090 1 $ 14,000 IMP_SWPP1945 27 42 31 $ 510 $ 15,810 1 $ 14,000 IMP_SWPP1989 27 42 73 $ 510 $ 37,230 1 $ 14,000 IMP_SWPP4268 27 42 533 $ 510 $ 271,830 1 $ 14,000 IMP_SWPP4279 27 42 148 $ 510 $ 75,480 1 $ 14,000 IMP_SWPP777 27 36 212 $ 460 $ 97,520 1 $ 13,650 2,020 $ 996,650 $ 138,950 $ 1,135,600 Stevens East IMP_SWPP874 36 48 136 $ 550 $ 74,800 2 $ 29,600 IMP_SWPP875 36 48 243 $ 550 $ 133,650 1 $ 14,800 IMP_SWPP876 36 48 428 $ 550 $ 235,400 1 $ 14,800 IMP_SWPP877 30 36 315 $ 460 $ 144,900 1 $ 13,650 IMP_SWPP878 30 36 307 $ 460 $ 141,220 1 $ 13,650 1,429 $ 729,970 $ 86,500 $ 816,470 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-5 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal Foothill North Phase 1 IMP_SWPP1461 27 30 158 $ 400 $ 63,200 1 $ 13,150 IMP_SWPP1462 27 30 131 $ 400 $ 52,400 1 $ 13,150 IMP_SWPP1193 27 30 76 $ 400 $ 30,400 1 $ 13,150 IMP_SWPP3015 21 30 69 $ 400 $ 27,600 1 $ 13,150 IMP_SWPP3016 27 30 89 $ 400 $ 35,600 1 $ 13,150 IMP_SWPP3017 27 24 333 $ 350 $ 116,550 1 $ 12,990 IMP_SWPP3128 27 30 30 $ 400 $ 12,000 1 $ 13,150 IMP_SWPP867 27 30 278 $ 400 $ 111,200 2 $ 26,300 1,164 $ 448,950 $ 118,190 $ 567,140 Foothill North Phase 2 IMP_SWPP3526 21 24 274 $ 350 $ 95,900 2 $ 25,980 IMP_SWPP3527 21 30 140 $ 400 $ 56,000 1 $ 13,150 IMP_SWPP3529 21 24 116 $ 350 $ 40,600 1 $ 12,990 IMP_SWPP3542 21 24 155 $ 350 $ 54,250 1 $ 12,990 IMP_SWPP3543 21 24 279 $ 350 $ 97,650 1 $ 12,990 IMP_SWPP4214 18 24 228 $ 350 $ 79,800 1 $ 12,990 1,192 $ 424,200 $ 91,090 $ 515,290 Cali IMP_SWPP2497 15 15 129 $ 270 $ 34,830 1 $ 12,740 IMP_SWPP2498 12 15 85 $ 270 $ 22,950 1 $ 12,740 IMP_SWPP4912 12 15 22 $ 270 $ 5,940 2 $ 25,480 236 $ 63,720 $ 50,960 $ 114,680 High Priority Totals: 20,594 $ 10,835,480 $ 1,655,020 $ 12,515,500 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-6 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal Beardon IMP_SWPP1596 15 24 290 $ 350 $ 101,500 1 $ 12,990 IMP_SWPP1249 18 30 276 $ 400 $ 110,400 1 $ 13,150 IMP_SWPP1250 21 30 300 $ 400 $ 120,000 1 $ 13,150 IMP_SWPP411 21 30 24 $ 400 $ 9,600 1 $ 13,150 IMP_SWPP4924 27 36 13 $ 460 $ 5,980 1 $ 13,650 IMP_SWPP4941 30 36 365 $ 460 $ 167,900 1 $ 13,650 IMP_SWPP550 24 30 183 $ 400 $ 73,200 1 $ 13,150 IMP_SWPP551 21 30 147 $ 400 $ 58,800 1 $ 13,150 IMP_SWPP671 24 30 276 $ 400 $ 110,400 1 $ 13,150 IMP_SWPP74 27 36 338 $ 460 $ 155,480 2 $ 27,300 2,212 $ 913,260 $ 146,490 $ 1,059,750 Blaney North IMP_SWPP1345 33 36 567 $ 460 $ 260,820 1 $ 13,650 IMP_SWPP1802 30 30 312 $ 400 $ 124,800 1 $ 13,150 IMP_SWPP1803 30 30 306 $ 400 $ 122,400 1 $ 13,150 IMP_SWPP1804 30 36 159 $ 460 $ 73,140 1 $ 13,650 IMP_SWPP1832 36 42 52 $ 510 $ 26,520 1 $ 14,000 IMP_SWPP1833 36 42 193 $ 510 $ 98,430 1 $ 14,000 IMP_SWPP1855 12 12 122 $ 260 $ 31,720 1 $ 12,730 IMP_SWPP2079 15 24 268 $ 350 $ 93,800 1 $ 12,990 IMP_SWPP2080 36 42 425 $ 510 $ 216,750 1 $ 14,000 IMP_SWPP2081 36 42 376 $ 510 $ 191,760 1 $ 14,000 IMP_SWPP613 27 30 253 $ 400 $ 101,200 2 $ 26,300 3,033 $ 1,341,340 $ 161,620 $ 1,502,960 Blaney South IMP_SWPP3269 24 36 4 $ 460 $ 1,840 1 $ 13,650 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-7 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP2033 24 36 237 $ 460 $ 109,020 1 $ 13,650 IMP_SWPP2034 24 36 181 $ 460 $ 83,260 1 $ 13,650 IMP_SWPP119 12 18 354 $ 290 $ 102,660 1 $ 12,830 IMP_SWPP120 12 18 240 $ 290 $ 69,600 1 $ 12,830 IMP_SWPP121 15 30 422 $ 400 $ 168,800 1 $ 13,150 IMP_SWPP122 15 30 423 $ 400 $ 169,200 1 $ 13,150 IMP_SWPP3269 24 36 4 $ 460 $ 1,840 1 $ 13,650 IMP_SWPP541 24 36 231 $ 460 $ 106,260 1 $ 13,650 IMP_SWPP684 21 36 294 $ 460 $ 135,240 1 $ 13,650 IMP_SWPP685 24 36 244 $ 460 $ 112,240 2 $ 27,300 2,634 $ 1,059,960 $ 161,160 $ 1,221,120 Bollinger IMP_SWPP1465 21 36 101 $ 460 $ 46,460 1 $ 13,650 IMP_SWPP1577 21 36 134 $ 460 $ 61,640 1 $ 13,650 IMP_SWPP1934 30 42 426 $ 510 $ 217,260 1 $ 14,000 IMP_SWPP2032 30 42 69 $ 510 $ 35,190 1 $ 14,000 IMP_SWPP2630 30 42 205 $ 510 $ 104,550 1 $ 14,000 IMP_SWPP2639 30 42 30 $ 510 $ 15,300 1 $ 14,000 IMP_SWPP531 21 36 298 $ 460 $ 137,080 1 $ 13,650 IMP_SWPP532 21 36 138 $ 460 $ 63,480 1 $ 13,650 IMP_SWPP533 21 36 88 $ 460 $ 40,480 1 $ 13,650 IMP_SWPP534 21 36 183 $ 460 $ 84,180 1 $ 13,650 IMP_SWPP535 21 36 281 $ 460 $ 129,260 1 $ 13,650 IMP_SWPP536 21 36 283 $ 460 $ 130,180 1 $ 13,650 IMP_SWPP621 30 42 259 $ 510 $ 132,090 1 $ 14,000 IMP_SWPP6983 12 24 341 $ 350 $ 119,350 1 $ 12,990 1 IMP_SWPP7386 12 24 149 $ 350 $ 52,150 2 $ 25,980 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-8 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal 2,985 $ 1,368,650 $ 218,170 $ 25,000 $ 1,611,820 Calle de Barcelona IMP_SWPP1916 15 24 182 $ 350 $ 63,700 1 $ 12,990 IMP_SWPP1917 18 24 147 $ 350 $ 51,450 1 $ 12,990 IMP_SWPP1996 27 42 476 $ 510 $ 242,760 1 $ 14,000 IMP_SWPP1223-1 27 36 528 $ 460 $ 242,880 1 $ 13,650 IMP_SWPP1223-2 27 42 44 $ 510 $ 22,440 1 $ 14,000 IMP_SWPP2059 24 42 457 $ 510 $ 233,070 1 $ 14,000 IMP_SWPP2060 24 42 279 $ 510 $ 142,290 1 $ 14,000 IMP_SWPP2061 24 42 365 $ 510 $ 186,150 1 $ 14,000 IMP_SWPP3059 30 36 92 $ 460 $ 42,320 1 $ 13,650 IMP_SWPP3596 21 30 723 $ 400 $ 289,200 1 $ 13,150 IMP_SWPP3598 21 36 22 $ 460 $ 10,120 1 $ 13,650 IMP_SWPP661 15 24 244 $ 350 $ 85,400 1 $ 12,990 IMP_SWPP662 15 24 293 $ 350 $ 102,550 1 $ 12,990 IMP_SWPP946 18 24 293 $ 350 $ 102,550 2 $ 25,980 4,145 $ 1,816,880 $ 202,040 $ 2,018,920 Calvert IMP_SWPP1475 15 36 283 $ 460 $ 130,180 1 $ 13,650 IMP_SWPP1476 15 36 582 $ 460 $ 267,720 1 $ 13,650 IMP_SWPP1606 15 36 18 $ 460 $ 8,280 1 $ 13,650 IMP_SWPP1849 15 24 327 $ 350 $ 114,450 1 $ 12,990 IMP_SWPP349 15 24 256 $ 350 $ 89,600 2 $ 25,980 1,466 $ 610,230 $ 79,920 $ 690,150 Columbus IMP_SWPP1075 12 18 361 $ 290 $ 104,690 1 $ 12,830 IMP_SWPP1076 15 18 288 $ 290 $ 83,520 1 $ 12,830 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-9 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP1077 15 24 276 $ 350 $ 96,600 1 $ 12,990 IMP_SWPP1078 18 24 275 $ 350 $ 96,250 1 $ 12,990 IMP_SWPP1157 24 30 124 $ 400 $ 49,600 1 $ 13,150 IMP_SWPP1983 18 30 138 $ 400 $ 55,200 1 $ 13,150 IMP_SWPP1269 18 30 16 $ 400 $ 6,400 1 $ 13,150 IMP_SWPP1270 18 30 152 $ 400 $ 60,800 1 $ 13,150 IMP_SWPP1271 18 30 185 $ 400 $ 74,000 1 $ 13,150 IMP_SWPP1272 24 30 209 $ 400 $ 83,600 1 $ 13,150 IMP_SWPP267 24 30 447 $ 400 $ 178,800 1 $ 13,150 IMP_SWPP268 24 30 440 $ 400 $ 176,000 1 $ 13,150 IMP_SWPP297 24 30 135 $ 400 $ 54,000 1 $ 13,150 IMP_SWPP3518 12 18 167 $ 290 $ 48,430 1 $ 12,830 IMP_SWPP726 12 18 129 $ 290 $ 37,410 1 $ 12,830 IMP_SWPP968 33 42 505 $ 510 $ 257,550 1 $ 14,000 IMP_SWPP969 33 42 481 $ 510 $ 245,310 1 $ 14,000 IMP_SWPP970 36 42 220 $ 510 $ 112,200 2 $ 28,000 4,548 $ 1,820,360 $ 251,650 $ 2,072,010 Finch IMP_SWPP1766 15 24 291 $ 350 $ 101,850 1 $ 12,990 IMP_SWPP310 15 24 302 $ 350 $ 105,700 1 $ 12,990 IMP_SWPP311 15 24 97 $ 350 $ 33,950 1 $ 12,990 IMP_SWPP312 18 24 190 $ 350 $ 66,500 1 $ 12,990 IMP_SWPP313 18 24 120 $ 350 $ 42,000 2 $ 25,980 1,000 $ 350,000 $ 77,940 $ 427,940 Fort Baker IMP_SWPP1228 12 18 315 $ 290 $ 91,350 1 $ 12,830 IMP_SWPP1275 27 36 371 $ 460 $ 170,660 1 $ 13,650 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-10 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP1276 27 36 117 $ 460 $ 53,820 1 $ 13,650 IMP_SWPP1290 24 30 129 $ 400 $ 51,600 1 $ 13,150 IMP_SWPP1291 24 36 81 $ 460 $ 37,260 1 $ 13,650 IMP_SWPP1292 24 36 497 $ 460 $ 228,620 1 $ 13,650 IMP_SWPP776 27 36 317 $ 460 $ 145,820 1 $ 13,650 IMP_SWPP840 12 18 120 $ 290 $ 34,800 1 $ 12,830 IMP_SWPP841 12 18 58 $ 290 $ 16,820 1 $ 12,830 IMP_SWPP842 15 18 403 $ 290 $ 116,870 1 $ 12,830 IMP_SWPP844 21 30 281 $ 400 $ 112,400 1 $ 13,150 IMP_SWPP947 12 18 326 $ 290 $ 94,540 1 $ 12,830 IMP_SWPP951 18 24 266 $ 350 $ 93,100 2 $ 25,980 3,281 $ 1,247,660 $ 184,680 $ 1,432,340 John IMP_SWPP430 15 24 144 $ 350 $ 50,400 1 $ 12,990 IMP_SWPP431 15 24 131 $ 350 $ 45,850 1 $ 12,990 IMP_SWPP945 12 18 201 $ 290 $ 58,290 1 $ 12,830 IMP_SWPP979 12 18 246 $ 290 $ 71,340 1 $ 12,830 IMP_SWPP980 12 18 260 $ 290 $ 75,400 2 $ 25,660 982 $ 301,280 $ 77,300 $ 378,580 Kingsbury IMP_SWPP1297 12 18 115 $ 290 $ 33,350 1 $ 12,830 IMP_SWPP227 10 18 258 $ 290 $ 74,820 1 $ 12,830 IMP_SWPP228 12 18 187 $ 290 $ 54,230 1 $ 12,830 IMP_SWPP229 12 18 218 $ 290 $ 63,220 1 $ 12,830 IMP_SWPP651 12 21 250 $ 310 $ 77,500 1 $ 12,920 IMP_SWPP674 15 24 89 $ 350 $ 31,150 1 $ 12,990 IMP_SWPP675 12 21 262 $ 310 $ 81,220 1 $ 12,920 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-11 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP695 24 36 311 $ 460 $ 143,060 2 $ 27,300 1,690 $ 558,550 $ 117,450 $ 676,000 Majestic Oak IMP_SWPP1146 12 18 229 $ 290 $ 66,410 1 $ 12,830 IMP_SWPP77 12 18 172 $ 290 $ 49,880 1 $ 12,830 IMP_SWPP78 12 18 111 $ 290 $ 32,190 2 $ 25,660 512 $ 148,480 $ 51,320 $ 199,800 Peach Blossom IMP_SWPP1585 12 18 265 $ 290 $ 76,850 1 $ 12,830 IMP_SWPP1592 12 18 283 $ 290 $ 82,070 1 $ 12,830 IMP_SWPP278 15 18 266 $ 290 $ 77,140 1 $ 12,830 IMP_SWPP279 15 30 261 $ 400 $ 104,400 1 $ 13,150 IMP_SWPP280 18 30 294 $ 400 $ 117,600 1 $ 13,150 IMP_SWPP594 12 18 498 $ 290 $ 144,420 1 $ 12,830 IMP_SWPP635 18 30 263 $ 400 $ 105,200 1 $ 13,150 IMP_SWPP636 18 36 285 $ 460 $ 131,100 1 $ 13,650 IMP_SWPP637 18 36 244 $ 460 $ 112,240 1 $ 13,650 IMP_SWPP638 24 42 254 $ 510 $ 129,540 1 $ 14,000 IMP_SWPP639 24 42 274 $ 510 $ 139,740 1 $ 14,000 IMP_SWPP922 12 18 507 $ 290 $ 147,030 2 $ 25,660 3,694 $ 1,367,330 $ 171,730 $ 1,539,060 Poppy IMP_SWPP1040 15 24 222 $ 350 $ 77,700 1 $ 12,990 IMP_SWPP1861 15 24 245 $ 350 $ 85,750 1 $ 12,990 IMP_SWPP2803 15 36 175 $ 460 $ 80,500 1 $ 13,650 IMP_SWPP2804 15 36 217 $ 460 $ 99,820 1 $ 13,650 IMP_SWPP592 15 24 284 $ 350 $ 99,400 1 $ 12,990 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-12 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP593 15 36 187 $ 460 $ 86,020 2 $ 27,300 1,330 $ 529,190 $ 93,570 $ 622,760 Rainbow IMP_SWPP1378 30 33 422 $ 430 $ 181,460 1 $ 13,510 IMP_SWPP1379 30 33 445 $ 430 $ 191,350 1 $ 13,510 IMP_SWPP1380 36 48 252 $ 550 $ 138,600 2 $ 29,600 1,119 $ 511,410 $ 56,620 $ 568,030 Rodrigues IMP_SWPP1170 24 36 265 $ 460 $ 121,900 1 $ 13,650 IMP_SWPP1362 30 36 162 $ 460 $ 74,520 1 $ 13,650 IMP_SWPP1376 21 24 383 $ 350 $ 134,050 1 $ 12,990 IMP_SWPP1851 30 36 329 $ 460 $ 151,340 1 $ 13,650 IMP_SWPP2049 33 42 443 $ 510 $ 225,930 1 $ 14,000 IMP_SWPP2050 30 42 115 $ 510 $ 58,650 1 $ 14,000 IMP_SWPP2051 30 42 15 $ 510 $ 7,650 1 $ 14,000 IMP_SWPP1260 18 24 295 $ 350 $ 103,250 1 $ 12,990 IMP_SWPP43 18 24 265 $ 350 $ 92,750 1 $ 12,990 IMP_SWPP562 12 24 277 $ 350 $ 96,950 1 $ 12,990 IMP_SWPP563 15 24 238 $ 350 $ 83,300 1 $ 12,990 IMP_SWPP631 18 27 214 $ 370 $ 79,180 1 $ 13,070 IMP_SWPP654 21 24 251 $ 350 $ 87,850 1 $ 12,990 IMP_SWPP681 15 24 236 $ 350 $ 82,600 1 $ 12,990 IMP_SWPP682 15 24 110 $ 350 $ 38,500 1 $ 12,990 IMP_SWPP688 24 36 429 $ 460 $ 197,340 1 $ 13,650 IMP_SWPP689 27 36 301 $ 460 $ 138,460 1 $ 13,650 IMP_SWPP697 18 27 55 $ 370 $ 20,350 1 $ 13,070 IMP_SWPP853 21 36 428 $ 460 $ 196,880 2 $ 27,300 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-13 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal 4,811 $ 1,991,450 $ 267,610 $ 2,259,060 Royal Oak IMP_SWPP2839 18 21 257 $ 310 $ 79,670 1 $ 12,920 IMP_SWPP2842 18 21 250 $ 310 $ 77,500 1 $ 12,920 IMP_SWPP2864 12 18 60 $ 290 $ 17,400 1 $ 12,830 IMP_SWPP665 12 18 91 $ 290 $ 26,390 1 $ 12,830 IMP_SWPP690 12 18 88 $ 290 $ 25,520 2 $ 25,660 746 $ 226,480 $ 77,160 $ 303,640 Scenic IMP_SWPP258 21 30 66 $ 400 $ 26,400 1 $ 13,150 IMP_SWPP259 12 18 43 $ 290 $ 12,470 1 $ 12,830 IMP_SWPP400 21 30 200 $ 400 $ 80,000 1 $ 13,150 IMP_SWPP5481 21 30 26 $ 400 $ 10,400 1 $ 13,150 IMP_SWPP90 12 18 347 $ 290 $ 100,630 2 $ 25,660 682 $ 229,900 $ 77,940 $ 307,840 Scotland IMP_SWPP1178 15 24 321 $ 350 $ 112,350 1 $ 12,990 IMP_SWPP1179 15 21 363 $ 310 $ 112,530 1 $ 12,920 IMP_SWPP1180 12 18 233 $ 290 $ 67,570 1 $ 12,830 IMP_SWPP1181 12 15 154 $ 270 $ 41,580 1 $ 12,740 IMP_SWPP606 15 30 19 $ 400 $ 7,600 1 $ 13,150 IMP_SWPP92 15 30 149 $ 400 $ 59,600 1 $ 13,150 IMP_SWPP93 15 30 111 $ 400 $ 44,400 2 $ 26,300 1,350 $ 445,630 $ 104,080 $ 549,710 Stafford IMP_SWPP1096 21 30 114 $ 400 $ 45,600 1 $ 13,150 IMP_SWPP1805 12 21 356 $ 310 $ 110,360 1 $ 12,920 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-14 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP1806 15 24 447 $ 350 $ 156,450 1 $ 12,990 IMP_SWPP5390 21 30 19 $ 400 $ 7,600 1 $ 13,150 IMP_SWPP626 15 24 280 $ 350 $ 98,000 2 $ 25,980 1,216 $ 418,010 $ 78,190 $ 496,200 Stelling North IMP_SWPP1553 45 48 349 $ 550 $ 191,950 1 $ 14,800 IMP_SWPP1554 45 48 257 $ 550 $ 141,350 1 $ 14,800 IMP_SWPP1900 18 24 204 $ 350 $ 71,400 1 $ 12,990 IMP_SWPP1901 21 24 174 $ 350 $ 60,900 1 $ 12,990 IMP_SWPP1068 45 48 365 $ 550 $ 200,750 1 $ 14,800 IMP_SWPP1556 48 54 27 $ 630 $ 17,010 1 $ 15,600 IMP_SWPP1738 15 24 210 $ 350 $ 73,500 1 $ 12,990 IMP_SWPP1299 45 54 30 $ 630 $ 18,900 1 $ 15,600 IMP_SWPP632 15 24 358 $ 350 $ 125,300 1 $ 12,990 IMP_SWPP871 48 54 349 $ 630 $ 219,870 1 $ 15,600 IMP_SWPP930 45 54 285 $ 630 $ 179,550 1 $ 15,600 IMP_SWPP931 45 54 80 $ 630 $ 50,400 2 $ 31,200 2,688 $ 1,350,880 $ 189,960 $ 1,540,840 Stelling South IMP_Link_114 0 36 554 $ 460 $ 254,840 1 $ 13,650 IMP_SWPP1021 18 30 244 $ 400 $ 97,600 1 $ 13,150 IMP_SWPP1022 24 30 201 $ 400 $ 80,400 1 $ 13,150 IMP_SWPP1023 24 30 119 $ 400 $ 47,600 1 $ 13,150 IMP_SWPP1024 24 30 207 $ 400 $ 82,800 1 $ 13,150 IMP_SWPP1025 27 30 216 $ 400 $ 86,400 1 $ 13,150 IMP_SWPP1026 27 30 135 $ 400 $ 54,000 1 $ 13,150 IMP_SWPP1479 15 24 275 $ 350 $ 96,250 1 $ 12,990 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-15 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP1623 15 21 371 $ 310 $ 115,010 1 $ 12,920 IMP_SWPP1624 15 21 350 $ 310 $ 108,500 1 $ 12,920 IMP_SWPP1625 15 21 306 $ 310 $ 94,860 1 $ 12,920 IMP_SWPP2120 15 18 205 $ 290 $ 59,450 1 $ 12,830 IMP_SWPP2122 15 18 48 $ 290 $ 13,920 2 $ 25,660 3,231 $ 1,191,630 $ 182,790 $ 1,374,420 Stern IMP_SWPP1363 15 18 155 $ 290 $ 44,950 1 $ 12,830 IMP_SWPP1364 15 24 589 $ 350 $ 206,150 1 $ 12,990 IMP_SWPP2600 15 30 28 $ 400 $ 11,200 1 $ 13,150 IMP_SWPP895 15 21 600 $ 310 $ 186,000 1 $ 12,920 IMP_SWPP896 15 30 17 $ 400 $ 6,800 2 $ 26,300 1,389 $ 455,100 $ 78,190 $ 533,290 Stevens West IMP_SWPP506 27 30 185 $ 400 $ 74,000 1 $ 13,150 IMP_SWPP1147 12 18 171 $ 290 $ 49,590 1 $ 12,830 IMP_SWPP1148 15 24 318 $ 350 $ 111,300 1 $ 12,990 IMP_SWPP1168 12 18 358 $ 290 $ 103,820 1 $ 12,830 IMP_SWPP1792 15 24 51 $ 350 $ 17,850 1 $ 12,990 IMP_SWPP1793 15 24 290 $ 350 $ 101,500 1 $ 12,990 IMP_SWPP488 15 18 204 $ 290 $ 59,160 2 $ 25,660 1,577 $ 517,220 $ 103,440 $ 620,660 Stokes SWPP1418 18 24 251 $ 350 $ 87,850 1 $ 12,990 SWPP1419 18 24 291 $ 350 $ 101,850 1 $ 12,990 IMP_SWPP286 27 36 260 $ 460 $ 119,600 2 $ 27,300 IMP_SWPP287 27 36 271 $ 460 $ 124,660 1 $ 13,650 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-16 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP288 24 30 240 $ 400 $ 96,000 1 $ 13,150 IMP_SWPP290 21 30 147 $ 400 $ 58,800 1 $ 13,150 SWPP3510 15 24 16 $ 350 $ 5,600 1 $ 12,990 SWPP3511 15 24 7 $ 350 $ 2,450 1 $ 12,990 SWPP3512 15 24 155 $ 350 $ 54,250 1 $ 12,990 SWPP889 15 24 260 $ 350 $ 91,000 1 $ 12,990 SWPP890 12 24 60 $ 350 $ 21,000 1 $ 12,990 SWPP899 15 24 327 $ 350 $ 114,450 1 $ 12,990 2,285 $ 877,510 $ 171,170 $ 1,048,680 Vista IMP_SWPP3479 24 30 113 $ 400 $ 45,200 1 $ 13,150 IMP_SWPP3480 24 30 55 $ 400 $ 22,000 1 $ 13,150 IMP_Link_117 0 18 748 $ 290 $ 216,920 1 $ 12,830 IMP_SWPP2064 18 24 61 $ 350 $ 21,350 1 $ 12,990 IMP_SWPP3763 12 18 25 $ 290 $ 7,250 1 $ 12,830 IMP_SWPP4914 15 24 56 $ 350 $ 19,600 1 $ 12,990 1 IMP_SWPP523 15 15 267 $ 270 $ 72,090 1 $ 12,740 IMP_SWPP524 15 15 153 $ 270 $ 41,310 1 $ 12,740 IMP_SWPP525 15 24 93 $ 350 $ 32,550 2 $ 25,980 1,571 $ 478,270 $ 129,400 $ 25,000 $ 632,670 Weymoth IMP_SWPP1458 12 18 263 $ 290 $ 76,270 1 $ 12,830 IMP_SWPP1459 12 18 255 $ 290 $ 73,950 2 $ 25,660 518 $ 150,220 $ 38,490 $ 188,710 Medium Priority Totals: 56,695 $ 22,276,880 $ 3,550,080 $ 25,876,960 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-17 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal Adriana IMP_SWPP1759 12 18 140 $ 290 $ 40,600 2 $ 25,660 140 $ 40,600 $ 25,660 $ 66,260 Ainsworth IMP_SWPP405 24 36 242 $ 460 $ 111,320 1 $ 13,650 IMP_SWPP406 24 36 158 $ 460 $ 72,680 1 $ 13,650 IMP_SWPP407 24 36 238 $ 460 $ 109,480 2 $ 27,300 638 $ 293,480 $ 54,600 $ 348,080 Alcalde IMP_SWPP3040 24 30 419 $ 400 $ 167,600 1 $ 13,150 IMP_SWPP3081 24 30 91 $ 400 $ 36,400 1 $ 13,150 IMP_SWPP3370 24 30 218 $ 400 $ 87,200 1 $ 13,150 IMP_SWPP3371 24 30 62 $ 400 $ 24,800 1 $ 13,150 IMP_SWPP4996 18 30 57 $ 400 $ 22,800 2 $ 26,300 847 $ 338,800 $ 78,900 $ 417,700 Alhambra IMP_SWPP1421 12 18 300 $ 290 $ 87,000 1 $ 12,830 IMP_SWPP1422 12 18 292 $ 290 $ 84,680 1 $ 12,830 IMP_SWPP1423 18 24 85 $ 350 $ 29,750 1 $ 12,990 IMP_SWPP1424 18 24 96 $ 350 $ 33,600 1 $ 12,990 IMP_SWPP201 18 24 151 $ 350 $ 52,850 2 $ 25,980 924 $ 287,880 $ 77,620 $ 365,500 Alves IMP_SWPP1101 18 30 158 $ 400 $ 63,200 1 $ 13,150 IMP_SWPP1671 12 24 166 $ 350 $ 58,100 1 $ 12,990 IMP_SWPP1731 15 30 135 $ 400 $ 54,000 1 $ 13,150 IMP_SWPP1920 15 30 48 $ 400 $ 19,200 1 $ 13,150 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-18 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP1209 18 30 188 $ 400 $ 75,200 1 $ 13,150 IMP_SWPP1254 21 30 165 $ 400 $ 66,000 1 $ 13,150 IMP_SWPP1255 21 30 107 $ 400 $ 42,800 1 $ 13,150 IMP_SWPP1281 12 24 283 $ 350 $ 99,050 1 $ 12,990 IMP_SWPP1317 18 30 85 $ 400 $ 34,000 1 $ 13,150 IMP_SWPP209 21 30 163 $ 400 $ 65,200 1 $ 13,150 IMP_SWPP210 21 30 109 $ 400 $ 43,600 1 $ 13,150 IMP_SWPP2746 15 18 436 $ 290 $ 126,440 1 $ 12,830 IMP_SWPP282 18 30 47 $ 400 $ 18,800 1 $ 13,150 IMP_SWPP3394 15 24 141 $ 350 $ 49,350 1 $ 12,990 IMP_SWPP4207 21 30 178 $ 400 $ 71,200 1 $ 13,150 IMP_SWPP4209 12 24 176 $ 350 $ 61,600 1 $ 12,990 IMP_SWPP4210 21 24 130 $ 350 $ 45,500 1 $ 12,990 IMP_SWPP4501 27 30 210 $ 400 $ 84,000 2 $ 26,300 2,925 $ 1,077,240 $ 248,730 $ 1,325,970 Bandly IMP_SWPP2814 15 18 219 $ 290 $ 63,510 2 $ 25,660 219 $ 63,510 $ 25,660 $ 89,170 Baywood IMP_SWPP466 12 18 250 $ 290 $ 72,500 1 $ 12,830 IMP_SWPP467 12 18 276 $ 290 $ 80,040 1 $ 12,830 IMP_SWPP468 15 21 122 $ 310 $ 37,820 1 $ 12,920 IMP_SWPP469 15 18 180 $ 290 $ 52,200 2 $ 25,660 828 $ 242,560 $ 64,240 $ 306,800 Bubb North IMP_SWPP1518 15 36 31 $ 460 $ 14,260 1 $ 13,650 IMP_SWPP1757 18 30 613 $ 400 $ 245,200 1 $ 13,150 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-19 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP1758 18 30 628 $ 400 $ 251,200 1 $ 13,150 IMP_SWPP1883 15 24 345 $ 350 $ 120,750 2 $ 25,980 1,617 $ 631,410 $ 65,930 $ 697,340 Bubb South IMP_SWPP1579 27 30 25 $ 400 $ 10,000 1 $ 13,150 IMP_SWPP1981 12 18 168 $ 290 $ 48,720 1 $ 12,830 IMP_SWPP1686 27 36 398 $ 460 $ 183,080 1 $ 13,650 IMP_SWPP1687 27 36 400 $ 460 $ 184,000 1 $ 13,650 IMP_SWPP5357 12 18 119 $ 290 $ 34,510 1 $ 12,830 IMP_SWPP5358 12 18 109 $ 290 $ 31,610 2 $ 25,660 1,219 $ 491,920 $ 91,770 $ 583,690 Byrne IMP_SWPP2992 21 24 100 $ 350 $ 35,000 1 $ 12,990 IMP_SWPP4232 18 24 24 $ 350 $ 8,400 1 $ 12,990 IMP_SWPP4233 18 18 190 $ 290 $ 55,100 1 $ 12,830 IMP_SWPP4273 12 24 52 $ 350 $ 18,200 1 $ 12,990 IMP_SWPP4283 18 24 312 $ 350 $ 109,200 2 $ 25,980 678 $ 225,900 $ 77,780 $ 303,680 Candlewood IMP_SWPP1471 12 24 245 $ 350 $ 85,750 1 $ 12,990 IMP_SWPP1472 12 24 327 $ 350 $ 114,450 1 $ 12,990 IMP_SWPP188 12 24 325 $ 350 $ 113,750 1 $ 12,990 IMP_SWPP409 21 24 170 $ 350 $ 59,500 1 $ 12,990 IMP_SWPP8 21 24 251 $ 350 $ 87,850 1 $ 12,990 IMP_SWPP975 21 24 29 $ 350 $ 10,150 2 $ 25,980 1,347 $ 471,450 $ 90,930 $ 562,380 Castine Phase 1 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-20 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP1084 30 36 30 $ 460 $ 13,800 1 $ 13,650 IMP_SWPP1085 30 36 308 $ 460 $ 141,680 1 $ 13,650 IMP_SWPP1086 27 36 381 $ 460 $ 175,260 1 $ 13,650 IMP_SWPP1398 39 42 244 $ 510 $ 124,440 1 $ 14,000 IMP_SWPP1399 39 42 135 $ 510 $ 68,850 1 $ 14,000 IMP_SWPP1400 39 54 160 $ 630 $ 100,800 1 $ 15,600 IMP_SWPP584 36 42 307 $ 510 $ 156,570 1 $ 14,000 IMP_SWPP783 39 42 24 $ 510 $ 12,240 2 $ 28,000 1,589 $ 793,640 $ 126,550 $ 920,190 Castine Phase 2 IMP_SWPP426 15 21 450 $ 310 $ 139,500 1 $ 12,920 IMP_SWPP427 15 18 284 $ 290 $ 82,360 1 $ 12,830 IMP_SWPP582 33 36 335 $ 460 $ 154,100 2 $ 27,300 1,069 $ 375,960 $ 53,050 $ 429,010 Clarkston IMP_SWPP1660 12 18 256 $ 290 $ 74,240 1 $ 12,830 IMP_SWPP1661 12 18 234 $ 290 $ 67,860 1 $ 12,830 IMP_SWPP1662 12 18 238 $ 290 $ 69,020 1 $ 12,830 IMP_SWPP1318 15 21 134 $ 310 $ 41,540 1 $ 12,920 IMP_SWPP1319 15 21 128 $ 310 $ 39,680 2 $ 25,840 990 $ 292,340 $ 77,250 $ 369,590 Clifford IMP_SWPP1138 15 21 285 $ 310 $ 88,350 1 $ 12,920 IMP_SWPP2073 15 21 296 $ 310 $ 91,760 1 $ 12,920 IMP_SWPP445 18 21 363 $ 310 $ 112,530 2 $ 25,840 944 $ 292,640 $ 51,680 $ 344,320 Colony Hills Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-21 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP1930 12 $ 18 253 $ 290 $ 73,370 1 12830 IMP_SWPP3034 12 $ 18 353 $ 290 $ 102,370 2 25660 606 $ 175,740 $ 38,490 $ 214,230 De Anza Circle IMP_SWPP197 15 18 226 $ 290 $ 65,540 1 $ 12,830 IMP_SWPP1231 15 18 73 $ 290 $ 21,170 2 $ 25,660 299 $ 86,710 $ 38,490 $ 125,200 De Anza North Phase 1 IMP_Link_111 0 36 371 $ 460 $ 170,660 1 $ 13,650 IMP_SWPP1713 27 36 179 $ 460 $ 82,340 1 $ 13,650 IMP_SWPP1714 30 39 365 $ 460 $ 167,900 1 $ 13,650 SWPP1710 39 39 349 $ 460 $ 160,540 1 $ 13,650 SWPP1712 39 39 211 $ 460 $ 97,060 1 $ 13,650 SWPP1919 39 39 185 $ 460 $ 85,100 2 $ 27,300 1,660 $ 763,600 $ 95,550 $ 859,150 De Anza North Phase 2 IMP_Link_115 12 24 158 $ 350 $ 55,300 1 $ 12,990 IMP_Link_116 12 24 79 $ 350 $ 27,650 1 $ 12,990 IMP_Link_1 24 30 53 $ 400 $ 21,200 1 $ 13,150 IMP_SWPP1552 27 36 292 $ 460 $ 134,320 1 $ 13,650 IMP_SWPP1912 27 33 285 $ 430 $ 122,550 1 $ 13,510 IMP_SWPP1913 27 33 108 $ 430 $ 46,440 1 $ 13,510 IMP_SWPP1914 27 33 122 $ 430 $ 52,460 1 $ 13,510 IMP_SWPP1323 24 36 72 $ 460 $ 33,120 1 $ 13,650 IMP_SWPP1324 24 36 58 $ 460 $ 26,680 1 $ 13,650 SWPP3010 24 24 137 $ 350 $ 47,950 1 $ 12,990 IMP_SWPP4393 27 36 73 $ 460 $ 33,580 1 $ 13,650 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-22 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP4488 27 36 135 $ 460 $ 62,100 1 $ 13,650 IMP_SWPP4493 27 36 14 $ 460 $ 6,440 1 $ 13,650 IMP_SWPP4499 18 24 189 $ 350 $ 66,150 2 $ 25,980 1,775 $ 735,940 $ 200,530 $ 936,470 De Anza South IMP_SWPP2493 15 30 221 $ 400 $ 88,400 1 $ 13,150 IMP_SWPP2499 30 42 475 $ 510 $ 242,250 1 $ 14,000 IMP_SWPP2500 30 42 188 $ 510 $ 95,880 1 $ 14,000 IMP_SWPP3443 33 48 130 $ 550 $ 71,500 2 $ 29,600 1,014 $ 498,030 $ 70,750 $ 568,780 De Foe IMP_SWPP316 18 24 53 $ 350 $ 18,550 1 $ 12,990 IMP_SWPP3248 12 36 16 $ 460 $ 7,360 1 $ 13,650 IMP_SWPP3249 18 24 158 $ 350 $ 55,300 1 $ 12,990 IMP_SWPP396 18 24 238 $ 350 $ 83,300 2 $ 25,980 465 $ 164,510 $ 65,610 $ 230,120 DeAnza IMP_SWPP2205 15 24 203 $ 350 $ 71,050 2 $ 25,980 203 $ 71,050 $ 25,980 $ 97,030 Deep Cliffe IMP_SWPP5411 15 18 169 $ 290 $ 49,010 1 $ 12,830 IMP_SWPP5418 12 15 313 $ 270 $ 84,510 2 $ 25,480 482 $ 133,520 $ 38,310 $ 171,830 Derbyshire IMP_SWPP1621 12 18 249 $ 290 $ 72,210 1 $ 12,830 IMP_SWPP1622 15 21 262 $ 310 $ 81,220 1 $ 12,920 IMP_SWPP260 12 18 287 $ 290 $ 83,230 1 $ 12,830 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-23 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP261 10 18 303 $ 290 $ 87,870 2 $ 25,660 1,101 $ 324,530 $ 64,240 $ 388,770 Drake IMP_SWPP1265 12 15 289 $ 270 $ 78,030 1 $ 12,740 IMP_SWPP2976 12 15 165 $ 270 $ 44,550 1 $ 12,740 IMP_SWPP3759 15 18 143 $ 290 $ 41,470 1 $ 12,830 IMP_SWPP3793 12 18 388 $ 290 $ 112,520 2 $ 25,660 985 $ 276,570 $ 63,970 $ 340,540 Elmsford IMP_SWPP1094 12 18 296 $ 290 $ 85,840 1 $ 12,830 IMP_SWPP1095 12 18 291 $ 290 $ 84,390 1 $ 12,830 IMP_SWPP1611 12 18 594 $ 290 $ 172,260 2 $ 25,660 1,181 $ 342,490 $ 51,320 $ 393,810 Estates IMP_SWPP2020 15 24 198 $ 350 $ 69,300 1 $ 12,990 IMP_SWPP1699 12 18 240 $ 290 $ 69,600 1 $ 12,830 IMP_SWPP575 15 24 289 $ 350 $ 101,150 2 $ 25,980 727 $ 240,050 $ 51,800 $ 291,850 Fairwoods IMP_Link_113 0 24 323 $ 350 $ 113,050 1 $ 12,990 IMP_SWPP1786 12 24 182 $ 350 $ 63,700 1 $ 12,990 IMP_SWPP1787 12 24 122 $ 350 $ 42,700 2 $ 25,980 627 $ 219,450 $ 51,960 $ 271,410 Farallone IMP_SWPP108 15 18 191 $ 290 $ 55,390 1 $ 12,830 IMP_SWPP476 15 18 139 $ 290 $ 40,310 2 $ 25,660 330 $ 95,700 $ 38,490 $ 134,190 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-24 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal Felton IMP_SWPP187 18 36 235 $ 460 $ 108,100 1 $ 13,650 IMP_SWPP3962 18 36 64 $ 460 $ 29,440 1 $ 13,650 IMP_SWPP3963 18 36 31 $ 460 $ 14,260 2 $ 27,300 330 $ 151,800 $ 54,600 $ 206,400 Gardena IMP_SWPP2105 12 15 166 $ 270 $ 44,820 2 $ 25,480 166 $ 44,820 $ 25,480 $ 70,300 Gardenside IMP_Link_113 0 18 170 $ 290 $ 49,300 1 $ 12,830 IMP_SWPP617 15 18 310 $ 290 $ 89,900 1 $ 12,830 IMP_SWPP618 15 18 272 $ 290 $ 78,880 1 $ 12,830 IMP_SWPP619 15 18 181 $ 290 $ 52,490 2 $ 25,660 933 $ 270,570 $ 64,150 $ 334,720 Greenwood IMP_SWPP1016 12 18 348 $ 290 $ 100,920 1 $ 12,830 IMP_SWPP1017 12 18 364 $ 290 $ 105,560 2 $ 25,660 712 $ 206,480 $ 38,490 $ 244,970 Homestead IMP_SWPP213 21 24 337 $ 350 $ 117,950 1 $ 12,990 IMP_SWPP4765 18 21 11 $ 310 $ 3,410 1 $ 12,920 IMP_Link_101 21 30 902 $ 400 $ 360,800 1 $ 13,150 IMP HOMESTEAD 21 36 651 $ 460 $ 299,460 1 $ 13,650 IMP_SDMP_HOM6 24 36 47 $ 460 $ 21,620 1 $ 13,650 IMP_SDMP_SNV1 21 24 48 $ 350 $ 16,800 1 $ 12,990 IMP_SWPP118 21 24 293 $ 350 $ 102,550 1 $ 12,990 IMP_SWPP482 24 36 224 $ 460 $ 103,040 1 $ 13,650 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-25 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP483 27 36 360 $ 460 $ 165,600 2 $ 27,300 2,873 $ 1,191,230 $ 133,290 $ 1,324,520 Homestead West Phase 1 SWPP1595 36 36 453 $ 460 $ 208,380 1 $ 13,650 IMP_SWPP115 30 42 95 $ 510 $ 48,450 1 $ 14,000 IMP_SWPP116 30 42 25 $ 510 $ 12,750 1 $ 14,000 IMP_SWPP1360 12 36 69 $ 460 $ 31,740 1 $ 13,650 IMP_SWPP1511 36 42 34 $ 510 $ 17,340 1 $ 14,000 IMP_SWPP1925 30 36 14 $ 460 $ 6,440 1 $ 13,650 IMP_SWPP1926 30 36 72 $ 460 $ 33,120 1 $ 13,650 IMP_SWPP2008 27 36 478 $ 460 $ 219,880 1 $ 13,650 IMP_SWPP2009 27 36 35 $ 460 $ 16,100 1 $ 13,650 IMP_SWPP2010 27 36 190 $ 460 $ 87,400 1 $ 13,650 IMP_SWPP214 36 42 396 $ 510 $ 201,960 1 $ 14,000 IMP_SWPP215 36 54 236 $ 630 $ 148,680 1 $ 15,600 IMP_SWPP216 36 54 170 $ 630 $ 107,100 1 $ 15,600 IMP_SWPP217 42 54 279 $ 630 $ 175,770 1 $ 15,600 IMP_SWPP218 42 54 142 $ 630 $ 89,460 1 $ 15,600 IMP_SWPP219 42 60 428 $ 680 $ 291,040 1 $ 16,000 IMP_SWPP3388 33 42 392 $ 510 $ 199,920 1 $ 14,000 IMP_SWPP3395 30 42 102 $ 510 $ 52,020 1 $ 14,000 IMP_SWPP342 30 36 78 $ 460 $ 35,880 1 $ 13,650 IMP_SWPP414 24 30 235 $ 400 $ 94,000 1 $ 13,150 IMP_SWPP415 24 30 133 $ 400 $ 53,200 1 $ 13,150 IMP_SWPP4490 27 36 348 $ 460 $ 160,080 1 $ 13,650 IMP_SWPP4491 30 36 150 $ 460 $ 69,000 1 $ 13,650 IMP_SWPP4492 30 36 179 $ 460 $ 82,340 1 $ 13,650 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-26 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP4494 30 42 115 $ 510 $ 58,650 1 $ 14,000 IMP_SWPP4508 27 42 446 $ 510 $ 227,460 1 $ 14,000 IMP_SWPP4509 27 42 270 $ 510 $ 137,700 1 $ 14,000 IMP_SWPP698 36 42 153 $ 510 $ 78,030 1 $ 14,000 IMP_SWPP773 33 42 219 $ 510 $ 111,690 1 $ 14,000 IMP_SWPP791 21 30 373 $ 400 $ 149,200 1 $ 13,150 IMP_SWPP792 21 24 217 $ 350 $ 75,950 1 $ 12,990 IMP_SWPP793 18 24 279 $ 350 $ 97,650 1 $ 12,990 IMP_SWPP794 27 36 292 $ 460 $ 134,320 1 $ 13,650 IMP_SWPP816 24 30 403 $ 400 $ 161,200 1 $ 13,150 IMP_SWPP817 24 30 347 $ 400 $ 138,800 1 $ 13,150 IMP_SWPP818 24 30 30 $ 400 $ 12,000 2 $ 26,300 7,877 $ 3,824,700 $ 514,230 $ 4,338,930 Homestead West Phase 2 IMP_SWPP3331 12 18 581 $ 290 $ 168,490 1 $ 12,830 IMP_SWPP79 12 18 586 $ 290 $ 169,940 1 $ 12,830 IMP_SWPP893 12 18 55 $ 290 $ 15,950 1 $ 12,830 IMP_SWPP894 12 18 38 $ 290 $ 11,020 2 $ 25,660 1,260 $ 365,400 $ 64,150 $ 429,550 Imperial IMP_SWPP2239 21 30 119 $ 400 $ 47,600 1 $ 13,150 IMP_SWPP3351 21 24 320 $ 350 $ 112,000 1 $ 12,990 IMP_SWPP965 30 36 53 $ 460 $ 24,380 2 $ 27,300 492 $ 183,980 $ 53,440 $ 237,420 Kim IMP_SWPP123 12 18 252 $ 290 $ 73,080 1 $ 12,830 IMP_SWPP124 12 24 148 $ 350 $ 51,800 1 $ 12,990 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-27 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP4211 12 18 94 $ 290 $ 27,260 1 $ 12,830 IMP_SWPP981 12 30 371 $ 400 $ 148,400 1 $ 13,150 IMP_SWPP982 12 30 50 $ 400 $ 20,000 2 $ 26,300 915 $ 320,540 $ 78,100 $ 398,640 La Mar IMP_SWPP1135 12 21 240 $ 310 $ 74,400 1 $ 12,920 IMP_SWPP1136 12 18 113 $ 290 $ 32,770 1 $ 12,830 IMP_SWPP1467 15 18 126 $ 290 $ 36,540 1 $ 12,830 IMP_SWPP200 12 15 245 $ 270 $ 66,150 1 $ 12,740 IMP_SWPP3353 12 21 253 $ 310 $ 78,430 1 $ 12,920 IMP_SWPP3355 12 24 285 $ 350 $ 99,750 1 $ 12,990 IMP_SWPP3356 12 24 203 $ 350 $ 71,050 1 $ 12,990 IMP_SWPP3671 18 (Outfall) 24 118 $ 350 $ 41,300 1 $ 12,990 IMP_SWPP3697 15 30 21 $ 400 $ 8,400 2 $ 26,300 1,604 $ 508,790 $ 129,510 $ 638,300 Lazaneo IMP_SWPP2090 21 24 331 $ 350 $ 115,850 1 $ 12,990 IMP_SWPP459 21 30 20 $ 400 $ 8,000 2 $ 26,300 351 $ 123,850 $ 39,290 $ 163,140 Lilac IMP_SWPP1154 12 15 90 $ 270 $ 24,300 1 $ 12,740 IMP_SWPP1372 12 24 300 $ 350 $ 105,000 1 $ 12,990 IMP_SWPP1648 12 15 328 $ 270 $ 88,560 1 $ 12,740 IMP_SWPP1649 10 12 233 $ 260 $ 60,580 2 $ 25,460 951 $ 278,440 $ 63,930 $ 342,370 Linda Vista SWPP1427 12 18 190 $ 290 $ 55,100 1 $ 12,830 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-28 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal SWPP1429 12 18 173 $ 290 $ 50,170 2 $ 25,660 363 $ 105,270 $ 38,490 $ 143,760 Longdown IMP_SWPP2267 15 21 313 $ 310 $ 97,030 1 $ 12,920 IMP_SWPP2271 15 24 19 $ 350 $ 6,650 2 $ 25,980 332 $ 103,680 $ 38,900 $ 142,580 Mariani IMP_SWPP1666 36 42 234 $ 510 $ 119,340 1 $ 14,000 IMP_SWPP1727 36 42 35 $ 510 $ 17,850 1 $ 14,000 IMP_SWPP2098 36 42 285 $ 510 $ 145,350 2 $ 28,000 554 $ 282,540 $ 56,000 $ 338,540 Martinwood IMP_SWPP1127 15 18 42 $ 290 $ 12,180 1 $ 12,830 IMP_SWPP1137 12 18 381 $ 290 $ 110,490 1 $ 12,830 IMP_SWPP3854 12 18 125 $ 290 $ 36,250 2 $ 25,660 548 $ 158,920 $ 51,320 $ 210,240 Mary IMP_SWPP1093 36 42 140 $ 510 $ 71,400 1 $ 14,000 IMP_SWPP2112 36 42 204 $ 510 $ 104,040 1 $ 14,000 IMP_SWPP2113 36 42 87 $ 510 $ 44,370 2 $ 28,000 431 $ 219,810 $ 56,000 $ 275,810 Merritt IMP_SWPP1057 21 36 284 $ 460 $ 130,640 1 $ 13,650 IMP_SWPP1184 21 36 269 $ 460 $ 123,740 1 $ 13,650 IMP_SWPP1263 18 36 78 $ 460 $ 35,880 1 $ 13,650 IMP_SWPP1264 18 36 269 $ 460 $ 123,740 1 $ 13,650 IMP_SWPP6540 18 36 33 $ 460 $ 15,180 2 $ 27,300 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-29 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal 933 $ 429,180 $ 81,900 $ 511,080 Meteor IMP_SWPP1401 12 15 197 $ 270 $ 53,190 1 $ 12,740 IMP_SWPP46 12 15 324 $ 270 $ 87,480 1 $ 12,740 IMP_SWPP4744 12 15 20 $ 270 $ 5,400 2 $ 25,480 541 $ 146,070 $ 50,960 $ 197,030 Miramonte IMP_SWPP2133 14 21 193 $ 310 $ 59,830 1 $ 12,920 IMP_SWPP2772 21 24 27 $ 350 $ 9,450 1 $ 12,990 IMP_SWPP2774 21 24 49 $ 350 $ 17,150 1 $ 12,990 IMP_SWPP5407 14 21 87 $ 310 $ 26,970 1 $ 12,920 IMP_SWPP5487 14 21 22 $ 310 $ 6,820 1 $ 12,920 IMP_SWPP967 21 24 308 $ 350 $ 107,800 2 $ 25,980 686 $ 228,020 $ 90,720 $ 318,740 Norwich Link_112 0 24 539 $ 350 $ 188,650 1 $ 12,990 IMP_SWPP1018 12 24 411 $ 350 $ 143,850 1 $ 12,990 IMP_SWPP1019 18 30 357 $ 400 $ 142,800 1 $ 13,150 IMP_SWPP1044 21 30 300 $ 400 $ 120,000 1 $ 13,150 IMP_SWPP1045 21 30 395 $ 400 $ 158,000 1 $ 13,150 IMP_SWPP1058 27 48 66 $ 550 $ 36,300 1 $ 14,800 IMP_SWPP1152 24 36 669 $ 460 $ 307,740 1 $ 13,650 IMP_SWPP1242 27 36 145 $ 460 $ 66,700 1 $ 13,650 IMP_SWPP1243 27 36 27 $ 460 $ 12,420 2 $ 27,300 2,909 $ 1,176,460 $ 134,830 $ 1,311,290 Palo Vista IMP_SWPP3417 21 30 14 $ 400 $ 5,600 1 $ 13,150 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-30 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP3432 21 30 282 $ 400 $ 112,800 1 $ 13,150 IMP_SWPP3434 18 30 40 $ 400 $ 16,000 1 $ 13,150 IMP_SWPP3435 18 30 273 $ 400 $ 109,200 1 $ 13,150 IMP_SWPP3436 18 30 40 $ 400 $ 16,000 2 $ 26,300 649 $ 259,600 $ 78,900 $ 338,500 Par Three IMP_SWPP5229 12 15 201 $ 270 $ 54,270 2 $ 25,480 201 $ 54,270 $ 25,480 $ 79,750 Parlett IMP_SWPP2091 12 18 514 $ 290 $ 149,060 2 $ 25,660 514 $ 149,060 $ 25,660 $ 174,720 Pendergast IMP_SWPP1776 15 30 824 $ 400 $ 329,600 2 $ 26,300 824 $ 329,600 $ 26,300 $ 355,900 Phar Lap 1 SWPP1072 18 36 79 $ 460 $ 36,340 1 $ 13,650 SWPP1073 21 24 150 $ 350 $ 52,500 1 $ 12,990 SWPP1191 18 24 374 $ 350 $ 130,900 1 $ 12,990 SWPP1192 21 24 298 $ 350 $ 104,300 1 $ 12,990 SWPP5149 18 36 32 $ 460 $ 14,720 1 $ 13,650 SWPP5212 18 36 40 $ 460 $ 18,400 1 $ 13,650 IMP_SWPP972 15 18 281 $ 290 $ 81,490 1 $ 12,830 IMP_SWPP974 18 24 143 $ 350 $ 50,050 2 $ 25,980 1,397 $ 488,700 $ 118,730 $ 607,430 Phar Lap 2 IMP_SWPP5134 18 24 390 $ 350 $ 136,500 1 $ 12,990 IMP_SWPP846 12 18 256 $ 290 $ 74,240 1 $ 12,830 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-31 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP847 12 24 277 $ 350 $ 96,950 1 $ 12,990 IMP_SWPP848 12 24 306 $ 350 $ 107,100 2 $ 25,980 1,229 $ 414,790 $ 64,790 $ 479,580 Plum Tree IMP_SWPP1347 12 18 270 $ 290 $ 78,300 1 $ 12,830 IMP_SWPP1348 12 18 249 $ 290 $ 72,210 1 $ 12,830 IMP_SWPP1343 15 18 243 $ 290 $ 70,470 2 $ 25,660 762 $ 220,980 $ 51,320 $ 272,300 Portal IMP_SWPP2053 21 30 137 $ 400 $ 54,800 1 $ 13,150 IMP_SWPP2055 21 30 12 $ 400 $ 4,800 1 $ 13,150 IMP_SWPP2056 21 30 244 $ 400 $ 97,600 1 $ 13,150 IMP_SWPP234 12 18 317 $ 290 $ 91,930 1 $ 12,830 IMP_SWPP235 12 18 329 $ 290 $ 95,410 1 $ 12,830 IMP_SWPP539 15 24 393 $ 350 $ 137,550 1 $ 12,990 IMP_SWPP540 15 30 155 $ 400 $ 62,000 1 $ 13,150 IMP_SWPP627 21 30 232 $ 400 $ 92,800 1 $ 13,150 IMP_SWPP628 21 30 27 $ 400 $ 10,800 2 $ 26,300 1,846 $ 647,690 $ 130,700 $ 778,390 Richwood IMP_SWPP1546 12 18 283 $ 290 $ 82,070 1 $ 12,830 IMP_SWPP1547 12 18 235 $ 290 $ 68,150 1 $ 12,830 IMP_SWPP1548 12 18 200 $ 290 $ 58,000 1 $ 12,830 IMP_SWPP1549 12 18 271 $ 290 $ 78,590 1 $ 12,830 IMP_SWPP1550 15 18 192 $ 290 $ 55,680 2 $ 25,660 1,181 $ 342,490 $ 76,980 $ 419,470 Rivercrest Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-32 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP2117 21 36 148 $ 460 $ 68,080 1 $ 13,650 IMP_SWPP470 21 36 208 $ 460 $ 95,680 2 $ 27,300 356 $ 163,760 $ 40,950 $ 204,710 Scofield IMP_SWPP1176 18 24 258 $ 350 $ 90,300 1 $ 12,990 IMP_SWPP1897 18 24 406 $ 350 $ 142,100 1 $ 12,990 IMP_SWPP1177 18 24 59 $ 350 $ 20,650 1 $ 12,990 IMP_SWPP2494 21 30 883 $ 400 $ 353,200 1 $ 13,150 IMP_SWPP2495 21 30 37 $ 400 $ 14,800 1 $ 13,150 IMP_SWPP296 15 18 259 $ 290 $ 75,110 2 $ 25,660 1,902 $ 696,160 $ 90,930 $ 787,090 Somerset IMP_SWPP70 12 18 226 $ 290 $ 65,540 1 $ 12,830 IMP_SWPP72 18 18 391 $ 290 $ 113,390 2 $ 25,660 617 $ 178,930 $ 38,490 $ 217,420 St Joseph IMP_SWPP1448 15 21 221 $ 310 $ 68,510 1 $ 12,920 IMP_SWPP1449 15 21 36 $ 310 $ 11,160 2 $ 25,840 257 $ 79,670 $ 38,760 $ 118,430 Stevens Canyon IMP_SWPP306 18 24 148 $ 350 $ 51,800 1 $ 12,990 IMP_SWPP5410 Deepen Upstream Node 18 36 $ 290 $ 10,440 1 $ 12,830 IMP_SWPP5441 Deepen Upstream Node 24 97 $ 350 $ 33,950 2 $ 25,980 281 $ 96,190 $ 51,800 $ 147,990 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-33 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal Stevens Creek IMP_SWPP1893 30 36 86 $ 460 $ 39,560 1 $ 13,650 IMP_SWPP2000 27 30 378 $ 400 $ 151,200 1 $ 13,150 IMP_SWPP292 27 36 229 $ 460 $ 105,340 1 $ 13,650 IMP_SWPP293 27 36 114 $ 460 $ 52,440 1 $ 13,650 IMP_SWPP294 27 36 74 $ 460 $ 34,040 1 $ 13,650 IMP_SWPP4506 27 30 83 $ 400 $ 33,200 1 $ 13,150 IMP_SWPP100 42 60 202 $ 680 $ 137,360 1 $ 16,000 IMP_SWPP101 42 60 161 $ 680 $ 109,480 1 $ 16,000 IMP_SWPP104 42 60 73 $ 680 $ 49,640 1 $ 16,000 IMP_SWPP1070 54 66 33 $ 720 $ 23,760 1 $ 17,080 IMP_SWPP111 48 66 15 $ 720 $ 10,800 1 $ 17,080 IMP_SWPP1586 33 42 117 $ 510 $ 59,670 1 $ 14,000 IMP_SWPP1773 54 72 172 $ 780 $ 134,160 1 $ 17,440 IMP_SWPP1852 54 66 41 $ 720 $ 29,520 1 $ 17,080 IMP_SWPP1891 27 30 398 $ 400 $ 159,200 1 $ 13,150 IMP_SWPP1895 30 36 134 $ 460 $ 61,640 1 $ 13,650 IMP_SWPP1896 30 36 40 $ 460 $ 18,400 1 $ 13,650 IMP_SWPP1997 21 36 312 $ 460 $ 143,520 1 $ 13,650 IMP_SWPP2001 48 60 93 $ 680 $ 63,240 1 $ 16,000 IMP_SWPP2002 18 24 79 $ 350 $ 27,650 1 $ 12,990 IMP_SWPP2003 36 54 61 $ 630 $ 38,430 1 $ 15,600 IMP_SWPP2004 42 54 146 $ 630 $ 91,980 1 $ 15,600 IMP_SWPP2011 48 60 82 $ 680 $ 55,760 1 $ 16,000 IMP_SWPP2012 48 60 377 $ 680 $ 256,360 1 $ 16,000 IMP_SWPP2021 54 66 234 $ 720 $ 168,480 1 $ 17,080 IMP_SWPP2022 54 66 105 $ 720 $ 75,600 1 $ 17,080 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-34 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP2023 54 66 240 $ 720 $ 172,800 1 $ 17,080 IMP_SWPP2027 42 54 43 $ 630 $ 27,090 1 $ 15,600 IMP_SWPP2028 42 54 73 $ 630 $ 45,990 1 $ 15,600 IMP_SWPP1199 54 72 87 $ 780 $ 67,860 1 $ 17,440 IMP_SWPP1200 54 72 225 $ 780 $ 175,500 1 $ 17,440 IMP_SWPP1201 54 66 202 $ 720 $ 145,440 1 $ 17,080 IMP_SWPP1277 33 42 120 $ 510 $ 61,200 1 $ 14,000 IMP_SWPP1278 33 42 132 $ 510 $ 67,320 1 $ 14,000 IMP_SWPP1279 33 42 41 $ 510 $ 20,910 1 $ 14,000 IMP_SWPP1285 21 36 148 $ 460 $ 68,080 1 $ 13,650 IMP_SWPP1286 21 36 243 $ 460 $ 111,780 1 $ 13,650 IMP_SWPP1287 21 36 71 $ 460 $ 32,660 1 $ 13,650 IMP_SWPP1288 21 36 334 $ 460 $ 153,640 1 $ 13,650 IMP_SWPP1302 54 66 210 $ 720 $ 151,200 1 $ 17,080 IMP_SWPP2066 33 54 34 $ 630 $ 21,420 1 $ 15,600 IMP_SWPP2067 33 42 145 $ 510 $ 73,950 1 $ 14,000 IMP_SWPP251 24 36 402 $ 460 $ 184,920 1 $ 13,650 IMP_SWPP3012 54 54 166 $ 630 $ 104,580 1 $ 15,600 IMP_SWPP3013 36 54 246 $ 630 $ 154,980 1 $ 15,600 IMP_SWPP3062 33 42 232 $ 510 $ 118,320 1 $ 14,000 IMP_SWPP3063 33 42 274 $ 510 $ 139,740 1 $ 14,000 IMP_SWPP3064 12 24 76 $ 350 $ 26,600 1 $ 12,990 IMP_SWPP3385 42 54 421 $ 630 $ 265,230 1 $ 15,600 IMP_SWPP3386 42 54 98 $ 630 $ 61,740 1 $ 15,600 IMP_SWPP3444 33 42 148 $ 510 $ 75,480 1 $ 14,000 IMP_SWPP4409 27 30 84 $ 400 $ 33,600 1 $ 13,150 IMP_SWPP4495 27 30 451 $ 400 $ 180,400 1 $ 13,150 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-35 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP4690 12 36 85 $ 460 $ 39,100 1 $ 13,650 IMP_SWPP4693 15 30 85 $ 400 $ 34,000 1 $ 13,150 IMP_SWPP4861 12 24 85 $ 350 $ 29,750 1 $ 12,990 IMP_SWPP607 54 66 521 $ 720 $ 375,120 1 $ 17,080 IMP_SWPP608 54 66 407 $ 720 $ 293,040 1 $ 17,080 IMP_SWPP650 48 60 30 $ 680 $ 20,400 1 $ 16,000 IMP_SWPP717 24 36 464 $ 460 $ 213,440 1 $ 13,650 IMP_SWPP721 21 36 367 $ 460 $ 168,820 1 $ 13,650 IMP_SWPP722 21 36 210 $ 460 $ 96,600 1 $ 13,650 IMP_SWPP723 24 36 240 $ 460 $ 110,400 1 $ 13,650 IMP_SWPP861 21 36 71 $ 460 $ 32,660 1 $ 13,650 IMP_SWPP961 33 42 92 $ 510 $ 46,920 2 $ 28,000 11,442 $ 6,333,110 $ 979,090 $ 7,312,200 Suisun IMP_SWPP432 18 24 116 $ 350 $ 40,600 1 $ 12,990 IMP_SWPP433 18 24 174 $ 350 $ 60,900 1 $ 12,990 IMP_SWPP69 18 24 102 $ 350 $ 35,700 2 $ 25,980 392 $ 137,200 $ 51,960 $ 189,160 Swallow IMP_SWPP266 18 24 192 $ 350 $ 67,200 2 $ 25,980 192 $ 67,200 $ 25,980 $ 93,180 Terrace IMP_SWPP1008 18 24 257 $ 350 $ 89,950 1 $ 12,990 IMP_SWPP1009 18 24 265 $ 350 $ 92,750 1 $ 12,990 IMP_SWPP1410 15 18 255 $ 290 $ 73,950 1 $ 12,830 IMP_SWPP1411 15 18 257 $ 290 $ 74,530 2 $ 25,660 1,034 $ 331,180 $ 64,470 $ 395,650 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-36 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal Torre IMP_SWPP2044 12 18 121 $ 290 $ 35,090 1 $ 12,830 IMP_SWPP2045 15 24 48 $ 350 $ 16,800 1 $ 12,990 IMP_SWPP2048 15 24 350 $ 350 $ 122,500 1 $ 12,990 IMP_SWPP2065 30 36 128 $ 460 $ 58,880 1 $ 13,650 IMP_SWPP3732 18 24 382 $ 350 $ 133,700 2 $ 25,980 1,029 $ 366,970 $ 78,440 $ 445,410 United Place IMP_SWPP1857 12 18 175 $ 290 $ 50,750 1 $ 12,830 IMP_SWPP1858 12 18 29 $ 290 $ 8,410 2 $ 25,660 204 $ 59,160 $ 38,490 $ 97,650 Vallco Parkway 1 IMP_SWPP1013 21 30 335 $ 400 $ 134,000 1 $ 13,150 IMP_SWPP850-1 21 30 107 $ 400 $ 42,800 2 $ 26,300 442 $ 176,800 $ 39,450 $ 216,250 Vallco Parkway 2 SWPP1999 18 24 25 $ 350 $ 8,750 1 $ 12,990 IMP_SWPP2576 12 24 65 $ 350 $ 22,750 1 $ 12,990 IMP_SWPP4689 12 24 72 $ 350 $ 25,200 1 $ 12,990 IMP_SWPP4700 12 24 222 $ 350 $ 77,700 2 $ 25,980 384 $ 134,400 $ 64,950 $ 199,350 Vallco Parkway 3 IMP_SWPP2603 12 24 214 $ 350 $ 74,900 1 $ 12,990 IMP_SWPP3743 12 36 69 $ 460 $ 31,740 1 $ 13,650 IMP_SWPP3744 12 36 87 $ 460 $ 40,020 1 $ 13,650 IMP_SWPP672 12 36 467 $ 460 $ 214,820 2 $ 27,300 837 $ 361,480 $ 67,590 $ 429,070 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-37 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal Valley Green 1 IMP_SWPP1535 18 24 231 $ 350 $ 80,850 1 $ 12,990 IMP_SWPP1668 15 18 271 $ 290 $ 78,590 2 $ 25,660 502 $ 159,440 $ 38,650 $ 198,090 Valley Green 2 IMP_Link_92 12 24 214 $ 350 $ 74,900 1 $ 12,990 IMP_Link_94 15 24 134 $ 350 $ 46,900 2 $ 25,980 348 $ 121,800 $ 38,970 $ 160,770 Voss IMP_SWPP1322 18 21 331 $ 310 $ 102,610 1 $ 12,920 IMP_SWPP885 18 21 445 $ 310 $ 137,950 1 $ 12,920 IMP_SWPP886 18 21 32 $ 310 $ 9,920 2 $ 25,840 808 $ 250,480 $ 51,680 $ 302,160 Wheaton IMP_SWPP589 12 18 296 $ 290 $ 85,840 1 $ 12,830 IMP_SWPP590 15 18 276 $ 290 $ 80,040 2 $ 25,660 572 $ 165,880 $ 38,490 $ 204,370 White Fir IMP_SWPP181 12 15 116 $ 270 $ 31,320 2 $ 25,480 116 $ 31,320 $ 25,480 $ 56,800 Wildflower IMP_SWPP925 15 18 162 $ 290 $ 46,980 2 $ 25,660 162 $ 46,980 $ 25,660 $ 72,640 Wolfe IMP_SDMP_WOL13 24 30 69 $ 400 $ 27,600 1 $ 13,150 IMP_SWPP1626 12 21 293 $ 310 $ 90,830 1 $ 12,920 IMP_SWPP1627 18 24 151 $ 350 $ 52,850 1 $ 12,990 Cupertino Storm Drain Master Plan Appendix C: Detailed Cost Estimate Summary September, 2018 C-38 Schaaf & Wheeler CONSULTING CIVIL ENGINEERS Project/Pipes Ex. Diameter (in) Imp. Diameter (in) Length (ft) Unit Pipe Cost Total Pipe Cost Manholes Manhole Cost Flap Gate CIP Subtotal IMP_SWPP1628 18 24 455 $ 350 $ 159,250 1 $ 12,990 IMP_SWPP771 18 24 176 $ 350 $ 61,600 1 $ 12,990 IMP_SWPP772 18 24 171 $ 350 $ 59,850 2 $ 25,980 1,315 $ 451,980 $ 91,020 $ 543,000 Wunderlich IMP_SWPP275 15 18 374 $ 290 $ 108,460 1 $ 12,830 IMP_SWPP276 15 18 328 $ 290 $ 95,120 1 $ 12,830 IMP_SWPP277 18 24 240 $ 350 $ 84,000 1 $ 12,990 IMP_SWPP719 18 24 672 $ 350 $ 235,200 1 $ 12,990 IMP_SWPP720 15 24 163 $ 350 $ 57,050 2 $ 25,980 1,777 $ 579,830 $ 77,620 $ 657,450 Low Priority Totals: 86,762 $ 34,264,870 $ 6,621,400 $ 40,886,270 Appendix D High Priority Capital Improvement Plan Project Sheets Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-1 Project Name: Pumpkin Fiesta - Phase 1 Project ID: 1 Priority: High Cost: $ 480,000 Project Description: There is currently significant flooding along Pumpkin and Cranberry Drive (east of the Union Pacific railroad tracks) and along November Drive and Fiesta Lane (west of the Union Pacific railroad tracks). This area is near JFK Middle School and Highway 85. Phase 1 would increase the size of pipes downstream of the railroad crossing. This improvement lowers the HGL along the system and will allow for the additional peak flows when the system is upsized under the railroad. MUID Length (ft) New Diameter (inches) Pipe Unit Cost Pipe Cost Manholes Manhole Cost Total Cost1 IMP_SWPP3502 112 36 $ 460 $ 51,520 1 $ 13,650 $ 65,170 IMP_SWPP4101 225 36 $ 460 $ 103,500 1 $ 13,650 $ 117,150 IMP_SWPP4294 250 36 $ 460 $ 115,000 1 $ 13,650 $ 128,650 IMP_SWPP989 196 60 $ 680 $ 133,280 2 $ 16,000 $ 165,280 783 5 $ 476,250 1. 2018 Construction cost only. Construction cost includes mobilization, traffic control, trench and surface restoration Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-2 Project Name: Pumpkin Fiesta – Phase 2 Project ID: 2 Priority: High Cost: $ 1,400,000 Project Description: There is currently significant flooding along Pumpkin and Cranberry Drive (east of the Union Pacific railroad tracks) and along November Drive and Fiesta Lane (west of the Union Pacific railroad tracks). This area is near JFK Middle School and Highway 85. Phase 2 would install a new piping that would connect Bubb to Pumpkin and upsize piping under Pumpkin to the railroad. New 3-foot piping under the railroad would be installed via jack and bore method along the existing easement and under the railroad tracks. This would provide 10-year protection to the November Drive, Pumpkin, and Cranberry neighborhood and alleviate some flooding along Bubb. Further investigation is necessary to confirm easements and constructability. MUID Length (ft) New Diameter (inches) Pipe Unit Cost Pipe Cost Manholes Manhole Cost Total Cost1 IMP_Link_142 277 36 $ 460 $ 127,420 2 $ 27,300 $ 141,070 IMP_Link_82 141 36 $ 460 $ 64,860 1 $ 13,650 $ 78,510 IMP_Link_85 70 36 $ 460 $ 32,200 1 $ 13,650 $ 45,850 IMP_Link_87 143 36 $ 460 $ 65,780 1 $ 13,650 $ 79,430 SWPP1751 152 36 $ 460 $ 69,920 1 $ 13,650 $ 83,570 SWPP1752 318 36 $ 460 $ 146,280 1 $ 13,650 $ 173,580 Casing 400 48 $ 2,000 $ 800,000 $ 800,000 Total 1501 7 $ 1,402,010 1. 2018 Construction cost only. Construction cost includes mobilization, traffic control, trench and surface restoration Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-3 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-4 Project Name: Bubb – Phase 1 Project ID: 3 Priority: High Cost: $ 180,000 Project Description: There is currently significant flooding along Bubb Road between McClellan and Rainbow, adjacent to JFK Middle School. Phase 1 would add a 42-inch pipe to connect the storm drain system under Bubb to the system under Columbus. This eliminates flooding at the southern-most manhole on Bubb and reduces flows along Bubb where flooding is a concern. It appears the Columbus system has capacity for the additional flows. MUID Length (ft) New Diameter (inches) Pipe Unit Cost Pipe Cost Manholes Manhole Cost Total Cost1 IMP_Link_96 302 36 $ 510 $ 154,020 2 $ 28,000 $ 182,020 Total 302 2 $ 182,020 1. 2018 Construction cost only. Construction cost includes mobilization, traffic control, trench and surface restoration Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-5 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-6 Project Name: Bubb – Phase 2 Project ID: 4 Priority: High Cost: $ 560,000 Project Description: There is currently significant flooding along Bubb Road between McClellan and Rainbow, adjacent to JFK Middle School. Phase 2 would upsize the northern parallel pipe under McClellan after Phase 1 is complete. It would also upsize existing pipe along McClellan from Bubb to September Drive, except under the railroad. Upsizing the pipe under the railroad would provide minimal benefit to reduce flooding upstream at the low point on Bubb Road, so it was not included as an improvement. MUID Length (ft) New Diameter (inches) Pipe Unit Cost Pipe Cost Manholes Manhole Cost Total Cost1 Link_99 5 48 $ 550 $ 2,750 2 $ 14,800 $ 32,350 IMP_SWPP5716 112 42 $ 510 $ 57,120 1 $ 14,000 $ 71,120 IMP_Link_98 7 36 $ 460 $ 3,220 1 $ 13,650 $ 16,870 IMP_SWPP1307 23 48 $ 550 $ 12,650 1 $ 14,800 $ 27,450 IMP_SWPP2190 19 24 $ 350 $ 6,650 1 $ 12,990 $ 19,640 IMP_SWPP4296 94 42 $ 510 $ 47,940 1 $ 14,000 $ 61,940 IMP_SWPP6141 237 42 $ 510 $ 120,870 1 $ 14,000 $ 134,870 IMP_SWPP976 195 42 $ 510 $ 99,450 1 $ 14,000 $ 113,450 IMP_SWPP977 130 42 $ 510 $ 66,300 1 $ 14,000 $ 80,300 Total 1501 10 $ 557,990 1. 2018 Construction cost only. Construction cost includes mobilization, traffic control, trench and surface restoration Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-7 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-8 Project Name: Bubb – Phase 3 Project ID: 5 Priority: High Cost: $ 1,650,000 Project Description: There is currently significant flooding along Bubb Road between McClellan and Rainbow, adjacent to JFK Middle School. Phase 3 would upsize the pipes under Bubb from between 12- inches and 27-inches to 18-inches and 48-inches after Phase 1 and Phase 2 projects are complete. MUID Length (ft) New Diameter (inches) Pipe Unit Cost Pipe Cost Manholes Manhole Cost Total Cost1 IMP_SWPP857 42 36 $ 460 $ 19,320 2 $ 13,650 $ 46,620 IMP_Link_145 121 36 $ 460 $ 55,660 1 $ 13,650 $ 69,310 IMP_SWPP13 52 48 $ 550 $ 28,600 1 $ 14,800 $ 43,400 IMP_SWPP10 254 48 $ 550 $ 139,700 1 $ 14,800 $ 154,500 IMP_SWPP1012 209 48 $ 550 $ 114,950 1 $ 14,800 $ 129,750 IMP_SWPP11 97 48 $ 550 $ 53,350 1 $ 14,800 $ 68,150 IMP_SWPP1160 287 48 $ 550 $ 157,850 1 $ 14,800 $ 172,650 IMP_SWPP1635 144 24 $ 350 $ 50,400 1 $ 12,990 $ 63,390 IMP_SWPP1636 67 24 $ 350 $ 23,450 1 $ 12,990 $ 36,440 IMP_SWPP1658 274 48 $ 550 $ 150,700 1 $ 14,800 $ 165,500 IMP_SWPP1753 219 18 $ 290 $ 63,510 1 $ 12,830 $ 76,340 IMP_SWPP1910 261 18 $ 290 $ 75,690 1 $ 12,830 $ 88,520 IMP_SWPP1911 287 36 $ 460 $ 132,020 1 $ 13,650 $ 145,670 IMP_SWPP12 130 48 $ 550 $ 71,500 1 $ 14,800 $ 86,300 IMP_SWPP858 294 36 $ 460 $ 135,240 1 $ 13,650 $ 148,890 IMP_SWPP1741 309 36 $ 460 $ 142,140 1 $ 13,650 $ 155,790 Total 3,047 17 $ 1,651,220 1. 2018 Construction cost only. Construction cost includes mobilization, traffic control, trench and surface restoration Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-9 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-10 Project Description: There is currently significant flooding along Foothill Boulevard between Stevens Creek Boulevard and McClellan Road. Phase 1 would upsize the existing 36-inch diameter pipe under Stevens Creek to a 60-inch pipe. This improvement lowers the HGL and increases the conveyance capacity to allow for future improvements along Foothill. MUID Length (ft) New Diameter (inches) Pipe Unit Cost Pipe Cost Manholes Manhole Cost Total Cost1 IMP_SWPP1442 106 60 $ 680 $ 72,080 2 $ 16,000 $ 104,080 IMP_SWPP1443 341 60 $ 680 $ 231,880 1 $ 16,000 $ 247,880 IMP_SWPP1444 172 60 $ 680 $ 116,960 1 $ 16,000 $ 132,960 IMP_SWPP1562 121 60 $ 680 $ 82,280 1 $ 16,000 $ 98,280 IMP_SWPP1563 192 60 $ 680 $ 130,560 1 $ 16,000 $ 146,560 IMP_SWPP1986 58 60 $ 680 $ 39,440 1 $ 16,000 $ 55,440 IMP_SWPP3507 217 60 $ 680 $ 147,560 1 $ 16,000 $ 163,560 IMP_SWPP3508 91 60 $ 680 $ 61,880 1 $ 16,000 $ 77,880 IMP_SWPP538 57 60 $ 680 $ 38,760 1 $ 16,000 $ 54,760 IMP_SWPP795 290 60 $ 680 $ 197,200 1 $ 16,000 $ 213,200 1,646 11 $ 1,294,600 1. 2018 Construction cost only. Construction cost includes mobilization, traffic control, trench and surface restoration Project Name: Foothill South – Phase 1 Project ID: 6 Priority: High Cost: $ 1,290,000 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-11 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-12 Project Description: There is currently significant flooding along Foothill Road between Stevens Creek Boulevard and McClellan Road. Phase 2 would upsize the existing 24-inch to 36-inch diameter pipe under Foothill to a 36-inch to 48-inch pipe after Phase 1 is complete. This improvement lowers the HGL along Foothill and works in concert with Phase 1. MUID Length (ft) New Diameter (inches) Pipe Unit Cost Pipe Cost Manholes Manhole Cost Total Cost1 IMP_SWPP1172 533 42 $ 510 $ 271,830 2 $ 14,000 $ 299,830 IMP_SWPP1173 128 42 $ 510 $ 65,280 1 $ 14,000 $ 79,280 IMP_SWPP1174 418 42 $ 510 $ 213,180 1 $ 14,000 $ 227,180 IMP_SWPP4111 270 48 $ 550 $ 148,500 1 $ 14,800 $ 163,300 IMP_SWPP4115 99 48 $ 550 $ 54,450 1 $ 14,800 $ 69,250 IMP_SWPP801 86 36 $ 460 $ 39,560 1 $ 13,650 $ 53,210 IMP_SWPP802 296 36 $ 460 $ 136,160 1 $ 13,650 $ 149,810 IMP_SWPP887 356 36 $ 460 $ 163,760 1 $ 13,650 $ 177,410 2,186 9 $ 1,219,270 1. 2018 Construction cost only. Construction cost includes mobilization, traffic control, trench and surface restoration Project Name: Foothill South – Phase 2 Project ID: 7 Priority: High Cost: $ 1,220,000 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-13 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-14 Project Description: There is currently significant flooding along Bubb Road and neighboring streets. The Bubb improvement projects would increase the flows to McClellan Road. This improvement increases the conveyance along McClellan Road and works in concert with the Bubb projects. MUID Length (ft) New Diameter (inches) Pipe Unit Cost Pipe Cost Manholes Manhole Cost Total Cost1 IMP_SWPP1037 255 42 $ 510 $ 130,050 2 $ 14,000 $ 158,050 IMP_SWPP1042 425 36 $ 460 $ 195,500 1 $ 13,650 $ 209,150 IMP_SWPP1490 27 48 $ 550 $ 14,850 1 $ 14,800 $ 29,650 IMP_SWPP1491 252 48 $ 550 $ 138,600 1 $ 14,800 $ 153,400 IMP_SWPP1492 203 48 $ 550 $ 111,650 1 $ 14,800 $ 126,450 IMP_SWPP1788 433 42 $ 510 $ 220,830 1 $ 14,000 $ 234,830 IMP_SWPP1789 301 48 $ 550 $ 165,550 1 $ 14,800 $ 180,350 IMP_SWPP182 300 48 $ 550 $ 165,000 1 $ 14,800 $ 179,800 IMP_SWPP183 310 48 $ 550 $ 170,500 1 $ 14,800 $ 185,300 IMP_SWPP184 13 54 $ 630 $ 8,190 1 $ 15,600 $ 23,790 IMP_SWPP185 14 54 $ 630 $ 8,820 1 $ 15,600 $ 24,420 IMP_SWPP186 420 54 $ 630 $ 264,600 1 $ 15,600 $ 280,200 IMP_SWPP1211 362 36 $ 460 $ 166,520 1 $ 13,650 $ 180,170 IMP_SWPP1340 27 48 $ 550 $ 14,850 1 $ 14,800 $ 29,650 IMP_SWPP1341 135 48 $ 550 $ 74,250 1 $ 14,800 $ 89,050 IMP_SWPP1342 212 48 $ 550 $ 116,600 1 $ 14,800 $ 131,400 IMP_SWPP4267 326 42 $ 510 $ 166,260 1 $ 14,000 $ 180,260 IMP_SWPP4635 118 48 $ 550 $ 64,900 1 $ 14,800 $ 79,700 IMP_SWPP5719 134 42 $ 510 $ 68,340 1 $ 14,000 $ 82,340 4,267 20 $ 2,557,960 1. 2018 Construction cost only. Construction cost includes mobilization, traffic control, trench and surface restoration Project Name: McClellan – Phase 1 Project ID: 8 Priority: High Cost: $ 2,560,000 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-15 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-16 Project Description: There is currently significant flooding along McClellan Road, Bubb Road and neighboring streets. The Bubb improvement projects would increase the flows to McClellan Road. This improvement increases the conveyance along McClellan Road and works in concert with the Bubb projects. It should be constructed after Bubb Phase 2 is complete. MUID Length (ft) New Diameter (inches) Pipe Unit Cost Pipe Cost Manholes Manhole Cost Total Cost1 IMP_SWPP1873 205 42 $ 510 $ 104,550 2 $ 14,000 $ 132,550 IMP_SWPP1942 171 36 $ 460 $ 78,660 1 $ 13,650 $ 92,310 IMP_SWPP1943 288 36 $ 460 $ 132,480 1 $ 13,650 $ 146,130 IMP_SWPP1944 359 42 $ 510 $ 183,090 1 $ 14,000 $ 197,090 IMP_SWPP1945 31 42 $ 510 $ 15,810 1 $ 14,000 $ 29,810 IMP_SWPP1989 73 42 $ 510 $ 37,230 1 $ 14,000 $ 51,230 IMP_SWPP4268 533 42 $ 510 $ 271,830 1 $ 14,000 $ 285,830 IMP_SWPP4279 148 42 $ 510 $ 75,480 1 $ 14,000 $ 89,480 IMP_SWPP777 212 36 $ 460 $ 97,520 1 $ 13,650 $ 111,170 2,186 10 $ 1,135,600 1. 2018 Construction cost only. Construction cost includes mobilization, traffic control, trench and surface restoration Project Name: McClellan – Phase 2 Project ID: 9 Priority: High Cost: $ 1,140,000 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-17 Note: Bubb Phase 2 should be constructed prior to or in conjunction with McClellan Phase 2 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-18 Project Description: This project increases pipe diameters from 30-inches to 36-inches and 36-inches to 48-inches. This increased pipe diameter alleviates flooding along Stevens Creek Boulevard before flows outfall to a channelized creek. This proposed improvement does not include an increase in the outfall pipe size immediately before the channelized creek. MUID Length (ft) New Diameter (inches) Pipe Unit Cost Pipe Cost Manholes Manhole Cost Total Cost1 IMP_SWPP874 136 48 $ 550 $ 74,800 2 $ 14,800 $ 104,400 IMP_SWPP875 243 48 $ 550 $ 133,650 1 $ 14,800 $ 148,450 IMP_SWPP876 428 48 $ 550 $ 235,400 1 $ 14,800 $ 250,200 IMP_SWPP877 315 36 $ 460 $ 144,900 1 $ 13,650 $ 158,550 IMP_SWPP878 307 36 $ 460 $ 141,220 1 $ 13,650 $ 154,870 1,429 6 $ 816,470 1. 2018 Construction cost only. Construction cost includes mobilization, traffic control, trench and surface restoration Project Name: Stevens East Project ID: 10 Priority: High Cost: $ 820,000 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-19 Note: Outfall and receiving facilities may need to be modified. These facilities are under the jurisdiction of the City of San Jose Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-20 Project Description: There is currently flooding along Salem Drive and North Foothill Boulevard and the surrounding area. Phase 1 would upsize the downstream piping from 27-inches to 30 inches or 21- inches to 24-inches. This improvement lowers the HGL and increases the conveyance capacity to allow for future improvements along Foothill. MUID Length (ft) New Diameter (inches) Pipe Unit Cost Pipe Cost Manholes Manhole Cost Total Cost1 IMP_SWPP1461 158 30 $ 400 $ 63,200 2 $ 13,150 $ 89,500 IMP_SWPP1462 131 30 $ 400 $ 52,400 1 $ 13,150 $ 65,550 IMP_SWPP1193 76 30 $ 400 $ 30,400 1 $ 13,150 $ 43,550 IMP_SWPP3015 69 30 $ 400 $ 27,600 1 $ 13,150 $ 40,750 IMP_SWPP3016 89 30 $ 400 $ 35,600 1 $ 13,150 $ 48,750 IMP_SWPP3017 333 24 $ 350 $ 116,550 1 $ 12,990 $ 129,540 IMP_SWPP3128 30 30 $ 400 $ 12,000 1 $ 13,150 $ 25,150 IMP_SWPP867 278 30 $ 400 $ 111,200 1 $ 13,150 $ 124,350 1,164 9 $ 567,140 1. 2018 Construction cost only. Construction cost includes mobilization, traffic control, trench and surface restoration Project Name: Foothill North – Phase 1 Project ID: 11 Priority: High Cost: $ 570,000 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-21 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-22 Project Description: There is currently flooding along Salem Drive and North Foothill Boulevard and surrounding area. Phase 2 would upsize the existing piping from 21-inches to 24- or 30-inches. This improvement includes pipe improvements located in an easement on a private apartment complex. MUID Length (ft) New Diameter (inches) Pipe Unit Cost Pipe Cost Manholes Manhole Cost Total Cost1 IMP_SWPP3526 274 24 $ 350 $ 95,900 2 $ 12,990 $ 121,880 IMP_SWPP3527 140 30 $ 400 $ 56,000 1 $ 13,150 $ 69,150 IMP_SWPP3529 116 24 $ 350 $ 40,600 1 $ 12,990 $ 53,590 IMP_SWPP3542 155 24 $ 350 $ 54,250 1 $ 12,990 $ 67,240 IMP_SWPP3543 279 24 $ 350 $ 97,650 1 $ 12,990 $ 110,640 IMP_SWPP4214 228 24 $ 350 $ 79,800 1 $ 12,990 $ 92,790 1,192 7 $ 515,290 1. 2018 Construction cost only. Construction cost includes mobilization, traffic control, trench and surface restoration Project Name: Foothill North – Phase 2 Project ID: 12 Priority: High Cost: $ 520,000 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-23 Cupertino Storm Drain Master Plan Appendix D: Capital Improvement Project Sheets D-24 Project Description: There is currently two catch basins and a manhole connected to pipes with a negative slope in South De Anza Boulevard, near Cali Avenue. This project would replace existing pipes to have a positive slope towards the outfall and eliminate the maintenance issue currently caused by having negatively sloped pipes. MUID Length (ft) New Diameter (inches) Pipe Unit Cost Pipe Cost Manholes Manhole Cost Total Cost1 IMP_SWPP2497 129 15 $ 270 $ 34,830 2 $ 12,470 $ 60,310 IMP_SWPP2498 85 15 $ 270 $ 22,950 1 $ 12,470 $ 35,690 IMP_SWPP4912 22 15 $ 270 $ 5,940 1 $ 12,470 $ 18,680 236 4 $ 114,680 1. 2018 Construction cost only. Construction cost includes mobilization, traffic control, trench and surface restoration Project Name: Cali Project ID: 13 Priority: High Cost: $ 110,000