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LFMP 07; LOCAL FACILITIES MANAGEMENT PLAN ZONE 07; LOCAL FACILITIES MANAGEMENT PLAN ZONE 7; 1989-10-18
r CITY OF CARLSBAD GROWTH MANAGEMENT PROGRAM LOCAL FACILITIES MANAGEMENT PLMf ZONE 7 Prepared For: City of Carlsbad Growth Management Division 2075 Las Palmas Drive Carlsbad, California 92009 Prepared By: Hofman Planning Associates Hunsaker and Associates Weston Pringle and Associates October 18, 1989 -INDIVIDUALS RESPONSIBLE FOR THE PREPARATION OF THIS PLAN CONSULTANTS: HOFMAN PLANNING ASSOCIATES 2386 Faraday Suite 120 Carlsbad, CA 92008 (619) 438-1465 Bill Hofman Sheila Donovan HUNSAKER AND ASSOCIATES 10179 Huennekens Street Suite 200 San Diego, CA 92121 (619) 558-4500 Dave Davis Dave Hammar John Mattingly WESTON PRINGLE AND ASSOCIATES 2651 E. Chapman Avenue suite 110 FUllerton, CA 92631 (714) 871-2931 Weston Pringle Steve Sasaki ·. CITY OF CARLSBAD: Philip o. carter, Assistant to the City Manager Don Rideout, Senior Management Analyst Brian Hunter, Senior Planner Steven c. Jantz, Associate Civil Engineer SPONSORING LAND OWNER: Lyon communities, Inc. 4330 La Jolla Village Drive Suite 130 San Diego, CA 92122 (619) 546-1200 r TABLE OF CONTENTS EXECUTIVE SUMMARY INTRODUCTION • • • BUILD OUT PROJECTIONS PHASING PROJECTIONS . . . . . . . . . . ZONE 7 REQUIREMEN'l'S FOR PUBLIC FACILITIES AND SERVICES. • • • • • • 1 25 31 43 55 CITY ADMINISTRATIVE FACILITIES. . • • • • 57 PERFORMANCE STANDARD •••••••••• 57 FACILITY PLANNING AND ADEQUACY ANALYSIS. 57 MITIGATION ••••••••••••••• 62 FINANCING • • • • • • • • • • • • • • • 62 LIBRARY FACILITIES •••••••••••••• 64 PERFORMANCE STANDARD • • • • • • • • • • 64 FACILITY PLANNING AND ADEQVACY ANALYSIS. 64 MITIGATION •••••••••••••• 69 FINANCING • • • • • • • • • • • • • 69 WASTEWATER TREATMENT CAPACITY • . • • • • • • 7 2 PERFORMANCE , STANDARD • • • 7 2 FACILITY PLANNING:AND ADEQUACY ANALYSIS. 72 MITIGATION • • • • • , • • • . • • • • • • 7,8 FINANCING • • • • • • • • • • • • • • • . 78 PARK FACILITIES • • • • • • • • .• • • • • • • 80 PERFORMANCE STANDARD • •. • • • • • • • • 8 0 FACILITY PLANNING AND ADEQUACY ANALYSIS. 80 MITIGATION ••••••••••••••• 86 FINANCING • • • • • • • • • • • • • 8 7 DRAINAGE FACILITIES • • • • . • • • . . • • • 8 9 I PERFORMANCE STANDARD •••.•••••• 89 FACILITY PLANNING AND ADEQUACY ANALYSIS. 89 MITIGATION. • • • • . • • • • • • • 94 FINANCING • • • • • • • • • • • • • 95 CIRCULATION • • • • • . • . • . • • • . • . . 98 PERFORMANCE STANDARD • • • • • • . • 98 FACILITY PLANNING AND ADEQUACY ANALYSIS. 98 MITIGATION • • • • • • • • • 115 FINANCING • • • • • • • • • • • • • • • 118 - TABLE OF CONTENTS CONTINUED FIRE FACILITIES .•••••••....•.. 120 PERFORMANCE STANDARD •••••.•••• 120 FACILITY PLANNING AND ADEQUACY ANALYSIS. 120 MITIGATION •••••••••••• 122 FINANCING • • • • • • • • • • • • • 12 2 OPEN SPACE FACILITIES .••...•. • • 124 PERFORMANCE STANDARD •••••.•• FACILITY PLANNING AND ADEQUACY ANALYSIS. MITIGATION • • • • • • • • ••• FINANCING • • • • • • • • • • • • • • • 124 124 128 128 SalOOL FACILITIES • • • • . . • . . ... 129 PERFORMANCE STANDARD •••••••••• 129 FACILITY PLANNING AND ADEQUACY ANALYSIS. 129 MITIGATION • • • • • • • • . ••• 133 FINANCING • • • • • • • . • . • • 13 3 SEWER COLLECTION SYSTEM • • • • . •.•• 134 PERFORMANCE STANDARD • • • • • • • • 134 FACILITY PLANNING AND ADEQUACY ANALYSIS. 134 MITIGATION • • • • • • • • • • • • 153 FINANCING • • • • • • -~ • • • • • 15 3 WATER DISTRIBUTION SYSTEM • • • • • • • • 157 PERFORMANCE STANDARD •••••••••• 157 FACILITY PLANNING AND ADEQUACY ANALYSIS. 157 MITIGATION • • • • • . • • • • 165 FINANCING • . • • • • • • .. • • • • • 166 ; FINANCING ..••.•. FACILITY FINANCING MATRIX REFERENCES APPENDICES A-1. CONSTRAINTS MAP A-2. LIBRARY -AGENDA BILL 8867 A-3. PARKS -PARKS INVENTORY • • 167 . . 169 A-4. DRAINAGE -DRAINAGE MASTER PLAN MAP A-5. CIRCULATION -TRAFFIC REPORT A-6. FIRE -RESPONSE TIME A-7. OPEN SPACE -VILLAGE OPEN SPACE MAPS A-8. SCHOOLS -CUSD LETTER, JOINT USE AGREEMENT - NO. TYPE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 .25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 Map Table Table Table Table Table Map Map Map Map Table Table Table Table Table Table Table Table Table Table Table Table Map Table Table Map Table Table Map Table Table Table Map Map Table Table Map Map Table Map Map Map Map LIST OF EXHIBITS TITLE PAGE Zone 7 Location Map •••••••• 8 Existing PUblic Facilities summary Chart ••••••••••• 9 Build Out Public Facilities Summary Sheet ••••••••••• 10 General Conditions For Zone 7 ••• 12 Special Conditions For Zone 7 ••• 14 Summary of Major Landowners •••• 27 Major Land Owners ••••••••• 28 General Plan Designations ••••• 29 Land Use zoning •••••••• 30 Constraints Map •••••••••• 32 Build Out Projections ••••••• 33 Existing Land Uses •••••••• 35 Developing Land Uses •••••••• 37 Residential Build out Projections • 39 Non-Residential Build out Projections •••••••••••• 40 Build out Population Projections •• 42 Citywide Residential Phasing •••• 44 Northeast Quadrant Residential Phasing • • • • • .• • • • • • • • • 48 Zone 7 Residential Phasing ••••• 49 Citywide Non-Residential Phasing •• 50 NE Quadrant Non-Residential Phasing. 53 Zone 7. Non-Residential Phasing ••• 54 ~ity Administrative Faciliti~s •• 58 City Administrative Phasing Projections • • • • • • • • '. • • • 61 City Administrative Financing Matrix 63 Library Facilities •••••••• 65 Library Phasing Proj·ections •••• 70 Library Financing Matrix •••••• 71 Wastewater Facilities ••••••• 73 Encina WPCF Capacity Analysis ••• 72 Carlsbad Sewer Projections ••••• 76 Wastewater Financing Matrix •••• 79 Park Districts • • • • • • • • • • • 81 Park Locations ••••••••••• 83 Park Phasing Projections •••••• 85 Park Financing Matrix • • • • • 88 Drainage Basins Boundaries ••••• 90 Drainage Watershed Boundaries • 91 Drainage Financing Matrix ••.•• 97 Circulation • • • • • • • • • • • .101 Existing Circulation Trip Distribution. • • • • • • • • .102 1990 Circulation Trip Distribution .103 1995 Circulation Trip Distribution .104 ,,-- 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 , 66 67 68 69 70 71 Map Map Table Map Map Map Table Map Table Map Map Table Table Map Table Map Map Table Map Table Table Table Table Table Map Map Table Table LIST OF EXHIBITS CONTINUED I TITLE 2000 Circulation Trip Distribution. 105 Build out circulation Trip Distribution •••••.•••••• 106 Circulation Financing Matrix •••• 119 Existing Fire Response Time •••• 121 Proposed Fire Response Time •• 123 Open Space Locations •••••••• 126 Open Space Inventory •••••••• 127 School Locations •••••••••• 130 Zone 7 Student Projections ••••• 131 Sewer Service Boundaries •••••• 135 Existing Sewer Facilities ••••• 136 Existing NAHI Serving Zone 7 •••• 137 Existing V/CI Serving Zone 7 •••• 139 Zone 7 Existing/Proposed Facilities. 141 Existing Sewer Facilities Within Zone 7 • • • • • • • • • • • • 140 7A Build Out Facilities •••••• 144 7B Build Out Facilities •••••• 146 SAH Interceptors. • • • • • •• 147 7C Build Out Facilities •••••• 148 Yearly Build out Projections and Peak Flows • • • • • • •••• 150 Future Impact to V/CI ••••• 150 Future,Impact to NAHI ••••• 151 Future Impact to SAHI • • • • • • 151 Sewer Financing Matrix ••••• 156 Water District Boundaries ••••• 158 Existing And Proposed Water Facilities ••••••••••• Water Financing Matrix ••••• Financing Matrices •••••••• • 159 166 • 168 r I. EXECUTIVE SUMMARY The Local Facilities Management Plan (LFMP) for Zone 7 was prepared pursuant to the city's Growth Management Program, and Chapter 21.90 of the Carlsbad Municipal Code. The plan incorporates and implements the 1986 Citywide Facilities and Improvements Plan.1 The plan begins with the assumptions used to generate the build out projections for residential and non-residential development within Zone 7 . Build out is the type and amount of land use planned for by the City's General Plan. The plan then phases or estimates the zone's development on a yearly basis until build out is reached. Phasing is done to predict future facility demands. The adequacy of public facilities is analyzed according to this demand. The analysis includes an inventory of existing and proposed facilities, a phasing schedule that establishes the timing for the provision of facilities in relationship to demand, and a financing plan that establishes methods of funding needed facilities. Since the plan is a regulatory document, each facility section contains conditions to ensure that facilities will conform to the adopted performance standards. Mandatory ~mpliance with the plan and conditions will assure the adequacy of~acilities within Zone 7. Exhibit 1 on page 8 indicates where Zone 7 is within the City. Exhibit 2 on page 9 provides a brief synopsis of the adequacy of facilities for Zone 7. Exhibit 3 on page 10 provides a one page highlight of the build out synopsis. FINANCE OVERVIEW The Local Facilities Management Plan for Zone 7 identifies three facilities (schools, drainage and sewer) which currently do not conform with the adopted performance standards without special mitigation measures. As part of this Local Facilities Management Plan, an attempt has been made to bring these facilities into conformance with the adopted performance standards. During this process it has become clear that no one financing mechanism can satisfy the complex infrastructure requirements of this zone and of the northeast quadrant. However, a combination of financing techniques can address both the need for upgrading facilities enabling them to conform with the adopted performance standards and ensuring conformance of future facilities as development occurs. A common set of goals for the financing of the major facilities can be stated as follows: 1 1 The 1986 CFIP was adopted by City Council on 9-23-86 (CC Resolution No. 8797). 1 1. Provide feasible financing techniques to ensure that all facilities are provided in conformance with the adopted performance standards. 2. Provide for the implementation of financing techniques which consider the financial limitations associated with the high costs of infrastructure construction. 3. Provide for financing options which consider both the needs of the city and the property owners. The adopted Citywide Facilities and Improvements Plan identifies the various ways that capital improvements can be financed. The capital facilities necessary to support the City of Carlsbad generally fall into two categories those provided by developers as a condition of development approvals, and those provided by the city through a system of fees, taxes, or other financing sources. It is the City's responsibility to plan for the construction and maintenance of City projects and to finance these projects in the best possible way. The following describes some of the financing options available. A. B. Cash/Pay-as-you-go financing. _'!'he City has used this method of financing to pay for most capital improvements constructed to date. In concept, the city charges the development community a series of fees which provide the source of income to pay for capital projects. When enough cash has been assembled, the City constructs the next capital project in order of priority. This method forces the City to delay construction of various projects until funds have been collected. These fees include: 1. Public Facilities Fee 2. Park-In-Lieu Fees 3. Planned Local Drainage Fees 4. Traffic Impact Fees 5. Bridge and Thoroughfare Benefit District Fee 6. Sewer Fees 7. Water Fees Special Districts collect their own various fees. Reimbursement Agreements. In certain instances, a developer may ask the City to move a project forward in time and to construct a facility before funds have been collected. When this occurs, the City could adopt the policy of having the interested developer construct the project based on a reimbursement agreement. Over a 2 c. ✓- period of time, the city would reimburse the developer for the portion of the project th~t was to be funded by City resources. The City would pay the developer back for the portion of the project that was to be funded by City resources over a period of time. Payments would commence at the time the City had originally scheduled the construction of the facility in the Capital Improvement Program. Moving the project forward in time is for the benefit of the developer. Therefore, the City's repayment would be limited to the cost of the public portion of the project and no interest would accrue to the developer. The use of this method of project financing does not eliminate the developer's obligation to pay City fees. The developer must still pay all City fees associated with a development. Credit for City Fees. When it is in the public interest to construct certain public facilities earlier than would be possible under a pay-as-you-go program, the City can consider giving a developer credit for fees that would otherwise be paid, up to the cost of the public improvement. These credits would reduce the amount of fees payable in future years from a certain development. Fee credits must be used carefully to avoid elimination of income from capital fees necessary to finance other projects. Two alternatives exist fqr fee credits: Full Fee Credit Immediate+y: Under this option, the developer who builds a public improvement would be eligible t'o deduct 100% of the cost of the improvement from fees payable. Once the fee credit is exhausted, the developer begins paying fees as normally assessed by the City. Under this option the developer gets immediate credit for the total cost of a project. Partial Fee Credit -credit over time: In this option, the developer who builds a public improvement receives a credit for the cost of a public improvement. However, the use of that credit is spread over a series of years. This allows the City to continue to receive at least a portion of fees designated for other capital projects while giving the developer credit for the construction of public improvements that would have otherwise been paid for by the City. No interest would accrue to the developer as a part of this arrangement. 3 D. Debt Financing. A r~nge of debt financing alternatives are available to the City. If it is in the public interest to construct an improvement before funds are on hand, debt financing may be the answer. If the project is being pushed forward for the convenience or benefit of a developer, that developer should bear the cost of issuance and interest over the life of the debt issue. The actual mechanics of a debt issue and determination of the developer's responsibility to support these costs would be defined as the method of debt financing is chosen. Some of the debt financing vehicles available are shown below: Assessment Districts: Under Council Policy No. 33, the City may assist a developer in the construction of various public improvements through the use of assessment districts if there is significant public benefit from the improvement. In cases where a city contribution is planned, the City may ask a developer to pay the City contribution. The developer could then be reimbursed at a later date (i.e. , in the year that the capital project has been originally scheduled for construction) or through a system of credits as described earlier. Special Benefit Districts: State law allows the formation of a variety of special benefit districts. These districts may be used to fund the construction of parks, libraries, police or fire facilities, and street lighting systems, and similar improvements. These districts may be formed · by a vote of the property owners who then assess themselves for the cost of improvements. The developer and/or· land owner bears the burden of debt service payments. City participation in a district of this type is possible to the extent of public improvements that would have otherwise been the responsibility of the City. However, accelerated scheduling of capital improvements should be accompanied by some concession from the developer to off set costs, debt issuance costs, or other additional costs. Community Facility District: (Mello-Roos) Under Council Policy No. 38, the City may assist through Mello-Roos financing the construction of public facilities in conjunction with development. Mello-Roos Community 4 Facility Districts (CFD's) operate similar to assessment districts, but provide a more flexible tool for governmental entities to finance a wider range of public infrastructure, again through the issuance of tax exempt bonds. Facilities which may be financed by a Mello-Roos District include parks, parkways, open space, schools, libraries, gas pipelines and telephone lines. They can be used to eliminate special assessment liens. These districts may also pay operating costs to the extent the services are in addition to those already being provided prior to the formation of the district. Revenue Bonds: The City may elect to issue revenue bonds to finance improvements related to utility functions or other City services that generate a fee for service, although other City functions could support the use of revenue bonds. If public improvements are being installed ahead of schedule to accommodate a developer, the City would expect the developer to off set many of the costs of such an issue as described above. Tax Increment Bonds: Public improvements in the City's redevelopment area can be financed through the use of tax increment bonds. The Redevelopment Agency has developed a plan for the construction of public improvements using this method of fina~cing. A developer asking for public improvements to be constructed ahead of schedule must, consider the agency's ability and willingness to defer other projects. Certificates o~ Participation: certain public facilities such as buildings can be financed through Certificates of Participation. This is, in effect, a lease agreement between the City and another agency. A developer wishing to push projects forward might consider constructing facilities such as a libraries or fire stations using this financing tool. The developer may be asked to bear certain costs or to accept credit in lieu of payment for certain improvements. General Obligation Bonds: The City has the ability to issue General Obligation Bonds to fund the construction of public improvements. This can only be done with the approval of 2/3 of the voters in an election. It is unlikely that the City will have the ability to use this method of funding public projects which benefit specific developments. 5 E. -- Financing Policies The adopted Citywide Facilities and Improvements Plan contains the following financing policies: 1. Recognize that those projects identified in the Public Facilities Fee Calculation are the ultimate responsibility of the city to fund, however, the priority for funding projects is at the discretion of the City Council. 2. Recognize that the Capital Improvements Program will play a significant role in helping to establish compliance with the adopted performance standards. Priority for the funding of projects should go to in- fill areas or areas of the City where existing deficiencies exist. 3 • Agree to consider assisting developers with credits against future fees, reimbursement agreements, forming assessment districts, etc. only when it is clearly in the public interest to do so or to rectify public facility deficiencies and not to induce growth by prematurely upgrading public facilities. 4. Recognize that all credit or reimbursement arrangements will be made based upon the City's plans for timing of certain public facilities. For example, if a developer wanted to put ·· in an improvement that the City had not planned for 5 years and was not necessary to rectify an existing deficiency, the City would not consider beginning to provide credits .or reimbursement until the 5th year, if at all. · 5. Recognize that public facility improvements made up front or ahead of City plans by developers must provide the funds necessary to cover annual operating costs for the facility until the time the City had previously planned to provide the facility. 6. With the recent reduction in residential densities and overall restriction on residential development, recognize that it may be necessary to start charging fees to commercial and industrial land uses in cases where they are not presently assessed. With the reduction in residential land uses and density, it may be necessary to charge commercial and industrial to make up the deficit. 6 Financing Summary This Local Facilities Management Plan has identified that drainage, school and sewer facilities are .. currently below the adopted performance standards. The developers in Zone 7 are proposing to provide mitigation to bring these facilities into conformance with the adopted performance standards. The specific mitigation for the facilities is shown in the corresponding facility sections of this plan. This plan also identifies when future public facilities are needed as growth occurs to ensure compliance with the adopted performance standards. A complete financing section is provided at the end of this plan which provides a description of facility improvements to be made, timing of improvements, cost estimates, and funding priorities. 7 .-CITY OF OCEANSIDE ■ Local Facllltles Management Plan Zone 7 15 • • L .. 17 CITY OF ENCINITAS 18 • • CITY OF SAN MARCOS. • IL • 0 . ·- EXHIBIT 2 ZONE 7 EXISTING PUBLIC FACILITIES SUMMARY SHEET LFMP 89-7 Facility city Administrative Facilities Library Facilities Wastewater Treatment Capacity Parks Drainage circulation Fire .open Space Schools Sewer Collection Water Distribution Conformance with Adopted Performance Standard Yes, existing facilities meet the adopted performance standard. Yes, existing facilities meet the adopted performance standard. Yes, existing facilities meet the adopted performance standard. Yes, Park District 2 (northeast quadrant) currently meets the adopted performance standard. No, existing drainage facilities do not meet the adopted performance standard. Yes, existing circulation facilities meet the adopted performance standard • Yes, existing fire facilities meet the adopted perforDl;ance standard. Yes, existing open space meets the adopted performance standard. No, existing school facilities do not currently meet the adopted performance standard. No, existing sewer facilities do not currently meet the adopted performance standard. Yes, existing water facilities meet the adopted performance standard. 9 -EmIBIT 3 ZONE 7 BUILD OUT PUBLIC FACILITIES SUMMARY SHEET LFMP 89-7 Conformance with Adopted Facility Performance Standard City Administrative Faci1ities Library Facilities Wastewater Treatment Capacity Parks Drainage Circu1ation Fire Open Space Schools Existing facilities will meet the adopted performance standard until build out. Existing facilities will meet the adopted performance standard until build out. Existing facilities meet the adopted performance standard until 2000. Park District 2 (northeast quadrant) meets the adopted performance standard until 1993. Drainage .facilities meet the adopted performance -:standard with the proposed mitigation until build out. Circulation facilities meet the adopted performance standard with the proposed mitigation until build out. Fire facilities meet the adopted performance standard until build out. Open space meets the adopted performance standard until build . out. School facilities meet the adopted performance standard with the proposed mitigation until build out. 10 --Sewer Collection Water Distribution Sewer facilities meet the adopted performance standard with the proposed mitigation until build out. Water facilities meet the adopted performance standard with the proposed mitigation until build out. 11 - 1. EXHIBIT 4 GENERAL CONDITIONS FOR ZONE 7 LFMP 89-7 All development within Zone provisions of Section 21.90 of and to the provisions and Facilities Management Plan. 7 shall conform to the the Carlsbad Municipal Code conditions of this Local 2. All development within Zone 7 shall be required to pay a public facilities fee pursuant to the standards adopted by the City Council on July 28, 1987, and as amended from time to time and all other applicable fees. Development in Zone 7 shall also be responsible for any additional fees to be incorporated into this plan that are found to be necessary to enable facilities to meet the adopted performance standard. 3. The City of Carlsbad shall monitor all facilities in Zone 7 pursuant to Subsections 21.90.130(c), (d) and (e) of the Carlsbad Municipal Code. 4. All development in Zone 7 shall be in conformance with the adopted Citywide Facilities and Improvements Plan as adopted by City Council Resolution 8797 on September 23, 1986. 5. Periodic amendment to the Zone 7 Local Facilities Management Plan is anticipated to incorporate newly acquired data, to amend conditions and upgrade standards as determined through the required monitoring program. Amendment to this Plan may be initiated by a:·ction of the Planning Commission, City Council or property owners at any time. 6. If·. a public facility or service is found not to be in conformance with an adopted performance standard during the yearly monitoring, or at any other time, the matter will be immediately brought before the city Council. If the City Council determines that a non-conformance does exist then no future building or development permits shall be issued unless an amendment to the CFIP or the LFMP for this zone is approved by the City Council which addresses those facility shortfalls and brings those facilities into conformance with the adopted performance standards. 7. After adoption of this Plan by the City Council, no building permits will be allowed unless the performance standards are complied with. 12 8. Approval of this LFMP does not constitute prior environmental review for projects within Zone 7. All future projects within Zone 7 shall undergo environmental review per Title 19 of the Carlsbad Municipal Code. Any mitigation measures determined during a project's environmental review shall be complied with in their entirety unless findings of overriding consideration are made by the city Council. 9. Approval of this plan does not constitute prior discretionary review for projects within Zone 7. All future projects shall undergo review per Title 21 of the Carlsbad Municipal Code. The plan establishes the maximum allowable number of residential units for facilities planning purposes only. The plan does not guarantee any specific residential density. 13 - EXHIBIT 5 , SPECIAL CONDITIONS FOR ZONE 7 LFMP 89-7 CITY ADMINISTRATIVE FACILITIES No special conditions. LIBRARY No special conditions. WASTEWATER TREATMENT CAPACITY The following actions shall be pursued jointly by each sewer district to ensure adequate wastewater treatment capacity through the year 2000: A. Monitor Encina treatment plant flows on a monthly basis to determine actual flow rates and to have an early warning of capacity problems. B. Actively pursue acceleration and phasing of treatment plant Phase IV expansion to provide adequate capacity. c. The six member agencies shall form an agreement to maximize the utilization of available treatment capacity at Enc;:ina WPCF. A. All development shall pay Park-in-Lieu Fees and PUblic Facility Fees for Park District 2 •. B. No residential development shall be allowed after 1992 unless actions have been taken by the City to construct additional park facilities. DRAINAGE A. All future development in Zone 7 will be required to construct any future zone 7 storm drain facilities identified in the current Drainage Master Plan and revised Drainage Master Plan as determined by the City Engineer. Any facilities necessary to accommodate future development must be guaranteed prior to the recordation of any final map, issua:"lce of a grading permit or building permit, for any develoi;~ment requiring future storm facilities in Zone 7. 14 -· B. Prior to the recordation of the final map, issuance of grading pernli t or building permit, whichever occurs first · for any specific village within Zone 7, the developers of that project are required to: 1. Pay the required drainage area fees established in the current Drainage Master Plan and; 2. Execute an agreement to pay any drainage area fees established in the forthcoming revised Master Drainage Plan. C. WATERSHED A 1. Prior to the recordation of the first final map, issuance of grading permit or building permit, whichever occurs first within Watershed A of Zone 7, the developers are required to financially guarantee the construction of the 36" continuation of the storm drain in College Boulevard northerly into the City of Oceanside. D. WATERSHED B 1. Prior to the recordation of the first final map, issuance of grading permit or building permit, whichever occurs first within Watershed B of Zone 7, the developers are ~equired to financially guarantee the construction of the following storm drain: facilities: a.. '3011 · storm drain (BF) crossing into Zone 14 from Zone 7B. b. 30" storm·drain crossing College Blvd. c. 36" storm drain (BH-1) crossing into Zone 14. d. 48" and 42" storm drains (BE) adjacent to Tamarack Avenue. 2. Prior to recordation of the first final map, issuance of a grading or building permit within Watershed B of Zone 7, the developers are required to guarantee Zone 7's proportional share of the following facilities to the satisfaction of the City Engineer: a. Sediment detention basin approximately 1-2 acres in size to be installed in Zone 14 upstream of Rancho Carlsbad Mobile Home Park. 15 .- b. Restoration by dredging and lining of approximately 3, 500 feet of Agua Hedionda Creek from the Calavera Lake Creek to El Camino Real bridge. c. Provide a mechanism for the maintenance of the sediment detention basin. Prior to issuance of any building permits for dwelling units draining south into Agua Hedionda Creek within Watershed B of Zone 7, the sediment detention basin and restoration of Agua Hedionda Creek shall be provided. CIRCULATION A. An on-going monitoring program shall be established to evaluate the aspects of improvements, development, and demand on circulation facilities. The required timing of improvements is based upon the projected demand of development in the zone and the surrounding region. This timing may be modified without amendment to this plan, however, any deletions or additions to the improvements will require amending this local plan. ·. B. Prior to the approval of any tentative map for any future development within Zone 7, except for Villages Q, T and Ll, the specific alignment for College Boulevard between Elm Avenue and Cannon Road must be established. This shall include the necessary environmental clearances and required public hearings so that construction of College Boulevard can accommodate future development. · The funding for the construction of College Boulevard will be guaranteed as provided by Condition C below. · c. Prior to the recordation of the first final map, issuance of grading permit or building permit, whichever occurs first, within Zone 7, a comprehensive financing program guaranteeing construction of the following circulation improvements shall be approved: 1. IMPROVEMENTS NEEDED NOW No improvements are needed. 16 -2. - IMPROVEMENTS NEEDED BY 1990 a. b. c. College Boulevard College Boulevard from Elm Avenue to Lake Boulevard shall be constructed to include the following improvements: 1. Complete grading to ultimate right-of-way width to major arterial standards. 2 . Construction of four through travel lanes including a fully landscaped median. 3. Improvement of Elm/College intersection to include the installation of a traffic signal when traffic signals warrants are met as determined by the city Engineer. Estimated Cost -$3,074,000 Completion Date -1990 Elm Avenue Elm Avenue from Tamarack Avenue to Glasgow Drive shall be constructed to· major arterial standards to include ~he following improvements: 1. ; Construction of two additional through travel lanes including a fully landscaped ~edian. 2. Installation of a traffic signal at the intersection of Elm Avenue and Tamarack Avenue when traffic signals warrants are met as determined by 1:11~ city engineer • . . Estimated Cost -$160,000 Completion Date -1990 Elm Avenue Elm Avenue from Glasgow Drive to College Boulevard shall be constructed to major arterial standards to include the following improvements: 1. Complete grading to ultimate right-of-way width to secondary arterial standards. 17 2. Construction of four through travel lanes including a fully landscaped median. Estimated Cost -$535,000 Completion Date -1990 3. IMPROVEMENTS NEEDED BY 1995 a. b. College Boulevard College Boulevard from Elm Avenue to cannon Road shall be constructed to include the following improvements: 1. Complete grading to ultimate right-of-way width to major arterial standards. 2. Construction of two through travel lanes including a fully landscaped median. 3. Improvement of Elm/College intersection. Estimated Cost -$3,773,000 Completion Date -1995 Cannon Road: El Camino Real to College Boulevard Cannon Road from ~l Camino Real Boulevard shal 1 be constructed to following improvements: to College include the ·1. Grading of Cannon Road to ultimate right-of- way width to major arterial standards. 2. construction of two through lanes including a fully landscaped median. 3. Improvement of El Camino Real/Cannon intersection. 4. Improvement of College/Cannon intersection. Estimated Cost -$3,450,000 Completion Date -1995 18 4. IMPROVEMENTS NEEDED BY 2000 a. College Boulevard College Boulevard from Elm Avenue to cannon Road shall be constructed to include the following improvements: 1. Two additional lanes necessary to complete full width improvements to major arterial standards. 2. Improvement of Elm/College intersection. Estimated Cost -$1,220,000 Completion Date -2000 5. IMPROVEMENTS NEEDED BY BUILD OUT a. Elm Avenue -Pontiac Drive to Victoria Avenue FIRE FACILITIES Elm Avenue from Pontiac Drive to Victoria Avenue shall be constructed to·· include the following improvements: 1. Two additional lanes necessary to complete full width improvements to major arterial standards. Estimated Cost -$1,391,500 Completion Date -Build out No special conditions. OPEN SPACE No special conditions. 19 SCHOOL FACILITIES Prior to recordation of the first final map, issuance of grading permit or building permit, whichever occurs first, within Zone 7, the developers and Carlsbad Unified School District will enter into an agreement which will exchange parcel tax and developer fee credit for the land valuation, site preparation costs, and certain off-site improvements for the 20 acre site known as Village S. SEWER FACILITIES A. WATERSHED A 1. Prior to the recordation of the first final map, issuance of building permit or grading permit, whichever occurs first for any development in Watershed A of Zone 7, a financing mechanism guaranteeing the construction of the following sewer facilities must be provided: a. Reach VCT1A from Zone 7 boundary to Marron Road. b. Gravity flow from Simsberry Pump Station to Zone 7/25 boundary.-· c. Reach NAHT1A along Tamarack Avenue. Reach NAHT1A shall be completed and operational to the satisfaction of the city Engineer prior to the occupancy of the first unit in Watershed A of Zone 7. B. WATERSHED B 1. Prior to the recordation of the first final map, issuance of a grading permit or building permit, whichever occurs first, for any development in Watershed B of Zone 7, a financing mechanism guaranteeing the construction of the following sewer facilities must be provided: a. Reach NAHT1A along Tamarack Avenue. Reach NAHTlA shall be completed and operational to the satisfaction of the City Engineer prior to the occupancy of the first unit in Watershed B of Zone 7. 20 C. ' WATERSHED C Two options for future development of Watershed C are provided below. SAHT2C is projected to be built concurrently with Cannon Road from College Boulevard to El Camino Real. If development within watershed C occurs prior to construction of the SAHT2C, then the Calavera Hills Master Plan provides for temporary sewerage to pump into North Agua Hedionda Interceptor Basin as outlined in Option #2. Option #1 1. Prior to the recordation of the first final map, issuance of a grading permit or building permit, whichever occurs first, for any development in Watershed c of Zone 7, a financing mechanism guaranteeing the construction of the following sewer facilities must be provided: a. Reach SAHT2B from Zone 7 to Cannon Road. b. Reach SAHT2C from College Boulevard to El Camino Real. 2. Prior to the recordation of the first final map, issuance of a grading permit or building permit, whichever occurs first, for any development in Watershed c of Zone 7, a financing mechanism guaranteeing Zone 7's proportional ,share for the construction ,of the following sewer facilities must be provided: a. SAHl adjacent to Cannon Road. b. SAH2 adjacent to Cannon Road. c. SAHJ adjacent to Cannon Road. d. SAH4 adjacent to Cannon Road. If the construction of the South Agua Hedionda Interceptor west of El Camino Real is not completed, Reach SAHT2C shall connect into the existing North Agua Hedionda Interceptor. Reaches SAHT2B and SAHT2C shall be completed and operational to the satisfaction of the City Engineer prior to the occupancy of the first unit in Watershed c. 21 Option :#2 1. Prior to the recordation of the first final map, issuance of a grading permit or building permit, whichever occurs first, for any development in Watershed C of Zone 7, a financing plan guaranteeing the construction of the following sewer facilities must be provided: a. Reach SAHT2B from Zone 7 to Cannon Road. b. Reach SAHT2C from cannon Road to El Camino Real. c. Reach NAHTlA along Tamarack Avenue. Reach NAHTlA shall be completed and operational to the satisfaction of the City Engineer prior to the occupancy of the first unit in Watershed c of Zone 7. 2. Prior to the recordation of the first final map, issuance of a grading permit or building permit, whichever occurs first, for any development in Watershed c of Zone 7, a financing mechanism guaranteeing Zone 7's proportional share for the construction of the following sewer facilities must be provided: a. b. c. d. SAHl adjacent to Cannon ·Road. SAH2 adjacent to Cannon Road. SAHJ adjacent to Cannon Road. SAH4 adjacent to Cannon Road. 3. Prior to the recordation of the first final map, issuance of a grading permit or building permit, whichever occurs first, for any development in· Watershed c of Zone 7, a financing plan guaranteeing the construction of the following sewer facilities must be provided: a. Construction of a temporary pump station to service all units in Watershed C that can gravity flow to the pump station. b. Construction of a force main from the temporary pump station to convey sewage to Reach NAHTlA in Tamarack Avenue. c. Yearly operational and maintenance costs for the temporary pump station. 22 -d. Removal of the temporary pump station and restoration of the pump station site upon completion of the SAHT2B and SAHT2C. D. ALL WATERSHEDS Prior to the recordation of the first final map, issuance of a grading permit or building permit, whichever occurs first for any development in Zone 7, a financing mechanism guaranteeing construction of Reach NAHTlB shall be provided which will ensure that adequate funding is available to upgrade the NAHTlB sewer line prior to the issuance of the 590th building permit in Zone 7. WATER FACILITIES A. All future development in Zone 7 shall be required to provide any water reclamation facilities as identified in the future Water Reclamation Master Plan as determined by the City Engineer. Any water reclamation facilities necessary to accommodate future development must be guaranteed prior to the recordation of a final map, issuance of a grading permit or building permit, whichever occurs first for any project in Zone 7. B. SERVICE AREA A 1~ Water facilities 'will ;be provided at the time of development to the satisfaction of CMWD. The existing pressure reducing and pumping station at :the intersection of College Boulevard and Elm Avenue, and the transmission lines from this station to the existing 6.0 MG TAP reservoir are installed. a. Transmission lines in College Boulevard and Tamarack Avenue (Facilities #3 and 9) will be granted to the district by development at ultimate final grade and right-of-way prior to any granting of occupancy. Any expenses for transmission lines installed by the district will be reimbursed by the developer. b. A portion of the easement in College Boulevard at Elm Avenue will be granted to the district prior to recordation of any final map, issuance of a building permit or grading permit, whichever occurs first in Service Area A. 23 ---c. SERVICE AREA B 1. Water facilities will be provided concurrent with development to the satisfaction of the CMWD. Main transmission lines (Facilities# 8 and 9) from Squires Dam I are to be installed as required by CMWD. 24 II. INTRODUCTION This Local Facilities Management Plan (LFMP 89-7) completes the second phase of Carlsbad's overall Growth Management Program for Zone 7. Phase One of the Growth Management Program was completed with the adoption of the 1986 citywide Facilities and Improvements Plan (CFIP 86). For purposes of public facilities analysis the 1986 CFIP separated the City into 25 Local Facilities Management Zones as shown on Exhibit 1 on page 8. A. PLAN OVERVIEW This LFMP provides a detailed description and analysis of how facilities will be provided in Zone 7 of the City from now until build out of the zone. The plan is divided into seven parts as follows: I II III IV V VI VII The most divided facility. facility. Executive Swmnary: Summarizes the plan and highlights all conditions proposed by the plan. Introduction: Provides an introduction to the format and content of the plan. Build out ~J;-ojections-: Projects the ultimate amount of developm~nt in Zone 7, along with itemizing existing, developing, · and future land uses. Phasing: Attempts to project how and when develqpment•will be phased in Zon~ 7. Analysis of Public Facilities Re'quirements: Provides a complete description and analysis of when and how each facility will be provided and financed based on build out projections and phasing assumptions. Finance: Provides a summary of the financial alternatives available to fund each facility and a discussion of the LFMP's impact on city finances. · Appendices: Provide the technical materials used in preparation of this plan. detailed part of the plan is Part v. This part is into eleven separate sections; one for each Each section provides a detailed analysis of the 25 If a facility is not conforming with the adopted performance standard, there will be a discussion describing this situation, a description of mitigation or alternatives, and a financing discussion. Each facility section will conclude with adequacy findings. Adequacy findings summarize whether or not the public facility conforms with the adopted performance standard. B. OVERVIEW OF MANAGEMENT ZONE 7 Management Zone 7 is located in the northeast quadrant of Carlsbad as shown on Exhibit 1 on page 8. Local Facilities Management Zone 2 is on Zone 7's western boundaries. Management Zone 14 is to the east and south, and Zone 25 and the City of Oceanside to the north. Zone 7 comprises approximately 819 acres. Exhibit 6 on page 27 lists the major landowners within Zone 7. Exhibit 7 on page 28 shows the location of their holdings. Primarily a residential area, Carlsbad's General Plan calls for residential land uses ranging in density from Low (0-1.5 dwelling units/acre) to Medium-High (8-15 dwelling units/acre). Non-residential land uses within Zone 7 consist of one commercial site and 4.5 acres of public utilities. Two school sites are designated within the zone: an existing elementary school site and a 20 acre junior high site. The General Plan Designations within Zone 7 are shown on Exhibit 8 on page 29. The General Plan Land Use designations for Zone 7 are divided into sub-areas. , These sub-areas allow easier identification of public facilities demand and supply • . These sub-areas are used consistently throughout this plan. The land use zoning within Zon~ 7 is shown on Exhibit 9 on page 30. 26 EXHIBIT 6 _,,--Property OWners List ---------------------------------------------------------------------------------------------------------- GROSS VILLAGE OUNERSHIP APN CT NUMBER MAP NUMBER ACREAGE (1) A Existing CT 76-12 No. 9935 10.4 B Existing CT 76-12 No. 9935 52.3 C Existing CT 81-47 No. 10606 30.8 0 Existing CT 81-47 No. 10565 13.8 E-1 Lyon COIIIIUlities, Inc. 167-101-27 11.3 168-040-18 E-2 City of carlsbad 167-101-29 8.0 F City of carlsbad 167-101-7 10.0 Carlsbad Municipal \later District 167-101-8 G Existing CT 82-8 No. 10663 27.0 H Lyon Colmuiities, Inc. 167-101-19 66.1 J Existing CT 82-16 No. 10860 30.7 IC Lyon Camutities, Inc. 167-101-21 43.2 167-101-27 167-101-28 t 168-040-16 i 168-040-17 ! • L-1 Tree Tops, Con. 167-101-32 7.5 f( ~ L-2 Lyon COIIIIU'lities, Inc. 167-101-03 20.1 -M carlsbad Unified School District 167-1.01-11 11.1 N Carlsbad Unified School District 167-101-26 O,P-1 Existing CT 83·21 No. 11286 106.9 No. 11476 No. 11477 No. 11588 Q Lyon Conmunities, Inc. 168-040-14 : CT 83-~ 51.2 168-040-25 R Lyon Conmunities, Inc. 168-040-22 5.0 s Lyon Conlulities, Inc. 168-040-23 20.2 T Lyon COIIIILltities, Inc. 168-040-14 CT 83-19 116.8 168-040-25 u Lyon Colmuiities, Inc. 168-040-18 62.2 168-040-25 w Lyon COIIIIU'lities, Inc. 168-040-18 42.8 X Lyon COIIIIU'lities, Inc. 168-040-18 51.2 168-050-27 208-101-05 y Lyon COIIIIUlities, Inc. 168-040-18 5.6 1 Carlsbad Municipal Water District 168-040-24 2 Carlsbad Municipal Water District 168-040·20 ---------------------------------------·------------------------------------------------------------------ NOTES: (1) Gross acreag,! for each village is per Exhibit 10 -Constraints Map. Individual v;llages may include several Assessor Parcels which may overlap village boundaries. 27 RV LEGEND EXHIBIT 7 ClTY OF OCEANSIDE ----r----CIT...;;..Y 0-F -CA-RLS-BA-□-----, X_ __ · VILLAGE PLAN CALAVERA HILLS i,g z Q .................................................... VILLAGE DESIGNATION 2 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ADDITIONAL LDTS 28 •• -- RLM OS RLM RMH RLM RM OS1 RM OS1 u • RLM OS RL I I I •• ---- C/-:,~sake1 GROWTH 4~ MANAGEMENT c_::;l;lssaciate,s NO SCALE PROGRAM San Diego. inc. 29 -- RLM OS I I / I --····-•·-···· , ...... ·• I I ~ OS • LANID USE LEGEND ---------------- RESIDENTIAL RL -Low Density (0-1.5 DU/ AC.ij RLM -Low-Medium Density (0-4 DU/ AC.>1 RM •. -Medflum Density (4'-8 DU/ AC.>J RMH -Medium High Density (8-15 DU/ AC.f NON-RESIDENTIAL C -Community Commercial · E -Element~ry School 1, Ji -· Junior High School U -· Public Utility OS -· Open Space ' EXHIBIT 8 Genetral Plan Designation Zone 7 Zone 25 Village O,P1 Zon-e 2 / CJ-.. un..!i_aker r 0 ~ '.::.¥}, . ~ ssoc,ate.§ 0-· SanDiego,inc. NO SCALE 30 - Village T GROWTH / I _/ I: i I i i / MANAGEMENT PROGRAM LEGEND P-C -PLANNED COMMUNITY rB -PUBLIC UTILITY EXHIBIT 9 Land Use Zonfng Zone 7 III. BUILD OUT PROJECTIONS To properly assess and plan for facilities to serve Zone 7 it is necessary to project the type and intensity of land use as the zone builds out. These build out projections define land use intensity and corresponding facilities demands. The build out projections for Zone 7 are based on the Calavera Hills Master Plan (MP-150) and the current Carlsbad General Plan. The methodology used in compiling these build out projections is consistent with that used in the 1986 CFIP. The methodology is briefly described as follows: A. GENERAL PLAN LAND USE B. General Plan Land Use Designations as shown in the Calavera Hills Master Plan were plotted on a 111 = 200' base map. A reduction of this map is shown on Exhibit 10 on page 32. These designations were divided into s.ub-areas to ease in. facility analysis. The gross acreage of these sub-areas was determined by planimeter measurement. Exhibit 11 on page 33 summarizes these acreage calculations. Appendix A-1 provides a detailed map at 1 11 = 200' scale. GENERALIZED CONSTRAINTS ANALYSIS Consistent with adopted city policies and ordinances, development constraints within each sub-area were identified. Constraints that may have existed on 1and that is developed or has land use approvals were not includ~d in this analysis. Constraints fall into two basic categories: 1) full and 2) partial •. · Fully constrained areas can not be used to calculate residential density and are considered undevelopable. A portion of the area of partial developmental constraints can be used in residential density calculations. 31 - -'\ --\ ZONE2. < '-'-,·'' ! \ \ -\ \ \ / J. _;:/;; '. ;",::t:/Jf/. - -~::: Vlllag•O,P 1 ", l!!CISTINO ,,-1 111,.11 ' 1· \ : 100.9 GROS~ AC. / ' I 18• OU. \ \ \ \ / ·\ -~( ,\ \ ; \ /';:,, ·-x ✓ . . ) '\ Vlllag• B \ \ ~U GROS$ AC 167 D.U. I L. 32 \. : . /?-'· -Vlllag• 0 ] i!XISTING ' .,.,, - ·!U GROSS AC • ·100 DU i CITY OF OCEAKSIOE .Summary: I General Plan• Gross Villane Acres A B Rl-1 66.1 3 Rl·2 CW\ 42.8 0.8 Rl-3 IXJ 51.2 5.5 2.-6 Rl-4 5.6 o. 7 Tot. RL 166 RLM-6 10\ 51.2 2.2 RLM-7 [RI 5 2., 0.9 RLM-8 (Tl 117 6.3 1.4 RLM-9 1u1 62.2 5.6 3.1 Sub. ALM 235 RLM-1 fAl 10.4 RLM-2 .fBl 52.3 RLM-3 fCl 30.8 RLM-4 /Gl 27 RLM-5 10 P1 107 Tot. ALM 463 RM-3 ll2\ 20.1 RM-1 101 13,8 RM-2 IJI 30.7 Tot. RM 64.6 RMH·1 fKl 43.2 2.9 RMH-2 fl1l 7.5 Tot. RMH 50.7 Tot. Res. 744 C 1E1l 11.3 2.3 Elam. IMI 11.1 Jr. 1$1 20.2 I 0.6 u 4.5 Os 1E2 Fl 18 I Maior 1.3 \ Secondarv 8.9 I ' TOTAL 819 2o,I 21 Leaend: 100% CONSTRAINTS: A -Maior Powerline Easement B -Circulation /Future Dodicationl C -Railroad R/W 0 • Slo=s f > 40¾1 E • RinarJan Woodland I I AOL PlanninQ Associates 6/2/87 I I I I 100% Constraints C D E F G H I 8.2 2.9 0.6 2.3 1.3 1.5 2.2 0.9 0 20 0 0 0 0 0 I I F -Wallands G -Floodwavs H -Permanent Water Bodv I -Other Environ. Feature K -Futuro School Dodica1ion I I I I I I I Total Constrain! Nol 1.0 0.5 Oavelnnable K J Acres 11.2 25.4 42.20 3.7 14.2 32.00 8.7 11 .6 36.70 0.7 0.0 4,90 24 .3 51.2 115.80 4.5 7.4 43.00 3.1 0.0 1.90 9.0 5.0 105.30 10.2 17.5 43.25 26.8 29.9 193,45 0.0 0.0 10.40 0.0 0.0 52.30 0.0 0.0 30.80 0.0 0.0 27.00 0.0 0.0 106.90 26.8 29.9 420.85 o.o 0.3 19.95 0.0 0.0 13.80 0.0 0.0 30.70 o.o 0.3 64. 45 5.1 3.8 36.20 0.9 0.9 6.15 '·' 4.7 42. 35 0.00 57 .1 8 6. 1 643.45 0,00 2.3 9.00 0.0 11.10 o., 19.60 0.0 4.50 o.o 16.00 1.3 0.00 8.9 0.00 0,00 0 70. 2 8 6., 705.55 I I SO% CONSTRAINTS: J -Sloees {25-40¾1 II II Exhibit 10 Constraints Map Zone 7 L EXHIBIT 11 ZONE 7 -LFMP BUILD OOT PROJECTIONS -CONSTRAINTS ANALYSIS (AS OF 1/1/89) I ,I ACRES OF DEVELOPMENTAL CONSTRAINTS (1) I ---------------------------------------------··-···········-·---·-·-·-·--·-··-··.---1 GENERAL PLAN FULL j PARTIAL jSCHOOLS NET ~~~~G~!~ION ~~~:~ ·-·;·-~--;-·--~-----~----·-;----;··---~----~---·;·-j-;~;~~-i-·-~----··~~2-·1··~~2;-· DEV!~~::BLE ·;~:;·~~;-··-i·-~:;·i--------;:a·--------~:2-······---------------------i--;;:2----2s:4---;2:10·------------·----42:2a-1 I RL-2 (IJ) I 42.81 0.8 2.9 I 3.7 14.2 7.10 32.00 I I RL-3 (X) 51.2 5.5 2.6 0.6 8_7 11.6 5.80 36.70 I R L • 4 ( Y) I 5. 6 0. 7 I O. 7 0. 0 0. 00 4. 90 1-------------------------------------------------------------------------------··-···----------···········-·----··--·---l RL TOTAL I 165.7 I 5.5 7.1 o.o 11.7 0.0 o.o 0.0 0.0 0.0 24.3 I 51.2 25.60 I 0.0 I 115.80 l···········-····--·-··-----·---------------------------------------··---------·--·-----------------------------·--------RLM·1 (A) 10.4 0.0 0.00 10.40 RLM·2 (B) 52.3 0.0 0.00 52.30 RLM-3 (C) 30.8 0.0 0.00 30.80 RLM-4 CG) 27.0 0.0 0.00 27.00 RLM·5 (O,P1) 106.9 0.0 0.00 106.90 RLM-6 (Q) 51.2 2.2 2.3 4.5 7.4 3.70 43.00 RLM·7 (R) 5.0 2.2 0.9 3.1 0.00 1.90 RLM-8 CT) 116.8 6.3 1.4 1.3 9.0 5.0 2.50 105.30 I RLM-9 (U) I 62.2 5.6 3.1 1.5 10.2 17.S 8.75 43.25 1---·---------------------------------------------------------------------------··-····-··-·--·-··-·····-······-··-·-·-·· I RLH TOTAL I 462.6 I 14.1 7.6 0.0 5.1 o.o o.o 0.0 0.0 0.0 I 26.8 I 29.9 14.95 I o.o I 420.85 1--------------------------------------------------·-·······-·····-··············--·--------··--·-·-··-··--··-·--··--···-I RM-1(0) I 13.8 I I 0.0 I 0.00 I I 13.80 I RH-2 ( J) 30. 7 0. 0 0. 00 30. 70 I RM·3(L2) I 20.1 I I 0.0 I 0.3 0.15 I I 19.95 1------------------------------------------------------------··········-·-·-············---------------·----------------- I RM TOTAL I 64.6 I o.o o.o o.o o.o o.o o.o o~o o.o o.o I o.o I o.3 0.15 I o.o I 64.45 I···---------------··-----·---------------------------------------------------·--···-··-···-·············--···········--· RHH-1(K) I 43.2 I 2.9 2.2 I 5.1 I 3.8 1.90 I I 36.20 RHH-2(L1) 7.5 0.9 0.9 0.9 0.45 6.15 RHH TOTAL I so. 7 I 0.0 2.9 0.0 3.1 0.0 0.0 0.0 0.0 0.0 I 6.0 I 4. 7 2.35 I o.o I 42.35 1------------------------------------------·······-· ·-···----····-···----------······------·······-·--······--·--··--·--· TOTAL RES I 743.6 I 19.6 17.6 o.o 19.9 0.0 0.0 0.0 0.0 0.0 I 57.1 I 86.1 43.05 I o.o I 643.45 1--------------------------------------------···-----------------------------···-·-·------------------···-··-··-·-··---·· I C (E1) 11.3 2.3 2.3 9.00 I ELEM (M) 11.1 0.0 11.10 JR H.IGH (S) 20.2 0.6 0.6 19.60 I u 4.5 o.o 4.50 I OS (E2,F) 18.0 0.0 18.00 1------------------------------------------------------------------------------------------------------------------------ I MAJOR I I I I I I I ARTERIAL (3) I 1.3 I 1.3 I 1.3 I I I 0.00 1-------------------------------------------------------------------------------------------------···--···--·---·-···--·- SECONDARY I I I I I I ARTERIAL (3) 8.9 8.9 8.9 0.00 ===-=================================================================================================--====--=--------== TOTAL ZONE I 818.9 I 19.6 30.7 0.0 19.9 0.0 0.0 0.0 0.0 0.0 I 70.20 I 86.1 43.05 f o.o I NOTES: (1) CONSTRAINTS: A· MAJOR PO\,/ERLlNE EASEMENT E • RIPARIAN B • CIRCULATION f -\JETLANOS C • RAILROAD ROY G -FLOOOWAY D -SLOPES> 40¾ H -PERMANENT BOOY OF WATER I -OTHER ENVIR. FEATURE J • SLOPES 25X TO 40¾ K -SCHOOL SITE OVERLAY (2) FUTURE SCHOOL DEDICATION TO COME FROM UNCONSTRAINED LAND WITHIN UNDERLYING GENERAL PLAN CATEGORY (SEE COLUMN K). (3) EXISTING DEDICATED RIGHT-Of-WAY SOLELY WITHIN ZONE 7. 33 705.65 ( Since sometimes full development constraints and partial development constraints overlap each other, for accounting purposes, the constraints are organized in a hierarchy beginning at 'A' -major powerline easement and ending in 'J' -slopes between 25% -40%. When this occurs, only the area of the highest.level constraint is calculated for build out projection purposes. It is recognized that underlying constraints exist and that these constraints as well as others will be defined by specific environmental review for individual development projects. Full environmental constraints are as follows: A. Major(~ 69 kv) power-line easements B. Proposed circulation element roadways c. Railroad track beds or R-o-W D. Slopes of 40% or more in grade E. Significant riparian, or woodland habitats F. Significant wetlands G. Floodways H. Permanent bodies of water I. Other significant environmental features as determined by the Environmental Review process. Partial Developmental Constraints include: J. Slopes between 25-40% in grade: only 1/2 of the area within slopes between 25-40% in grade can be used in residential density calculations. Also included in the constraints analysis is the programming of: K. Planned school facilities The approximate area and location of school facilities are indicated in the General Plan. The beneficial and efficient provision of these facilities requires a minimum area of land free of development constraints. Consistent with City and school district policy, the minimum acreage identified by the General Plan for school facilities was not used in the applicable sub-area's residential density calculations. C. EXISTING LAND USE Existing land uses within each sub-area as of 1/1/89 were identified. Residential density as well as square footage and type of non-residential structures were itemized. Exhibit 12 on page 35 provides a detailed breakdown of existing land uses. 34 A. B. -- - Residential: General Plan Land Use Sub-area RLM-1 RLM-2 RLM-3 RLM-4 RLM-5 RM-1 RM-2 EXHIBIT 12 Existing Land Use AS OF 1/1/89 Project Gross Acres Project Name 10.4 Village A 52.3 Village B 30.8 Village C 27.0 Village G 106.9 Villages O,Pl 13.8 Village D 30.7 Village J Project# CT 76-12 CT 76-12 CT 81-47 CT 82-8 CT 83-21 CT 81-47 CT 82-16 Non-Residential: General Plan Land Use Sub-area Elem u Project Gross Acres 11.1 4.5 Project Name Hope Elem. Calavera ·Hills Treatment Plant 35 Project# Phasing DU's 36 167 130 108 350 100 210 Landuse Type D. DEVELOPING LAND USE Developing land use is a category which defines the status or stage of a land use proposal or project in the development process. The development process begins when a development application is submitted to the City. Various procedures are followed depending on the type of application submitted. In all cases, applications are reviewed to ensure that all City standards are met and conform with all previous discretionary approvals prior to finalizing the projects and issuing building permits. once the project has received final occupancy, the development process ends and the land use is identified as an existing land use. Land use in the developing process was . identified by a review of the City of Carlsbad Planning Department Development records. A detailed itemization of developing land uses is provided in Exhibit 13 on page 37. After receiving tentative discretionary approval, a land use is considered approved. The approval is valid until the land use is developed and occupied or the tentative approval expires. 36 EXHIBIT 13 ZONE 7 -DEVELOPING LAND USES AS OF 1/1/89 DEVELOPING STATUS ' I GEN PLAN LAND USE GROSS DESIGNATION ACRES PROJECT APPLICATION I TENTATIVE I FINAL I BUILDING I I TOTAL I EXISTING NUMBER SUBMITTAL I APPROVAL I MAP I PERMITS I I I (1) RL-1 CH) RL-2 (\I) RL-3 (X) RL-4 (Y) I 66. 1 42.8 I 51.2 5.6 0 0 0 RL TOTAL I 165. 7 I 0 I 0 I 0 J 0 11 0 I 0 ------------·-------------------------------------------------------------------------------------·--RLM-1 (A) 10.4 I CT 76-12 I O 36 RLM-2 (B) 52.3 CT 76-12 0 167 RLM-3 (C) 30.8 CT 81-47 0 130 RLM-4 (G) 27.0 CT 82·8 0 108 RLM-5 (O,P1) 106.9 CT 83·21 0 350 RLM-6 (Q) 51.2 CT 83·32 143 143 RLM·7 CR) 5.0 0 RLM-8 CT) 116.8 CT 83·19 343 343 RLM-9 (U) 62.2 RLM TOTAL I 462.6 I 0 I 486 I 0 I 0 11 486 I 791 -----------------------·------------------------------------------------------------------------------RM-1(D) I 13.8 I CT 81-47 I I I 11 0 I 100 RM·2(J) I 30.7 I CT 82-16 I I 11 o I 210 -RM·3(L2) 20.1 RM TOTAL I 64.6 I O I O I O 11 0 I 310 ------------------·-----------------------------------------------------··············---------------::~:1~~L I 4~:~ I SOP 85-13 I 80 I I 11 8~ I ---------··································--------------------·-------------------------------------RMH TOTAL I 50. 7 I I 80 I O I O 11 80 I 0 ----··---·~--··---------------··--·-------·--·------------·--------·------.-.----·---·-------·--------TOTAL RES I 743.6 I I 566 I 0 I 0 11 566 I 1101 C (E1) ELEM (M) JR HIGH (S) u OS (E2,F) 11.3 11.1 20.2 4.5 18.0 I --·-----------------------------------------·--------··----·---------------------·----------------·--MAJOR ARTERIAL 1 11 . ------·-----·-························---------··-----·------·-----------------------------------·---SECONDARY ARTERIAL 1 11 ====================:==========================================================================--===--TOTAL ZONE I 818.9 I NOTES: (1) See Exhibit 12. 37 566 I 11 566 I 1101 I E. BUILD OUT PROJECTIONS CALCULATIONS Both residential and non-residential build out projections as of 1/1/89 for Zone 7 are shown on Exhibits 14 and 15 on pages 39, and 40. Build out projections are calculated as follows: 1. 2. 3 Residential Build Out Projections The net developable acreage of each residential land use sub-area is multiplied by the adopted Growth Management control point as shown below: General Plan Land Use Designation RL RLM RM RMH RH Growth Management Control Point3 1.0 3.2 6.0 11.s 19.0 The result provides the base residential dwelling unit build out projections for each sub-area consistent with the passage of Proposition Eon November 4, 1986. Both existing and approved dwelling units are subtracted from this yield to indicate the amount of future residential development in the zone. Non-Residential Build out-Projections . I The net developable acreage of each non-:-residential land use sub-area is multiplied _by either • 3 or • 4 as described below. .The resultant figures provide an estimate of ultimate land use intensity as defined by building square footage for each sub-area. This estimate is used for facility planning purposes. The Growth Management Program uses the • 3 factor to estimate building square footage yields on either 1) unapproved and unimproved, vacant unconstrained land or on 2) ·urbanized, underdeveloped, non-residential sites. These urbanized, underdeveloped sites typically exhibit significant man-made constraints to development. Primary constraints are: a) compatibility with surrounding land uses and b) proper interfacing with existing infrastructure and public facilities. Dwelling unit per acre of non-constrained land pursuant to 21.53 and 21.90 of the Carlsbad Municipal Code. 38 EXHIBIT 14 ' ZONE 7 -LFMP RESIDENTIAL BUILD OUT PROJECTIONS (AS OF 1/1/89) GENERAL PLAN LAND USE DESIGNATION NET ACRES BASE RESIDENTIAL GMCP BUILD OUT EXIST. APP. (1) PROJECTIONS DU'S DU'S FUTURE DU'S (2) --------------------------------------------------------------------- RL-1 (H) 42.20 1.0 42 42 RL-2 (W) 32.00 1.0 32 32 RL-3 (X) 36.70 1.0 36 36 RL-4 _.(Y) 4.90 1.0 5 5 -------------------------------------------------------------.-------RL TOTAL I 115.80 I 115 I 0 I 0 I 115 ---------------------------------------------------------------------RLM-1 (A) 10.40 3.2 33 36 (3) RLM-2 (B) 52.30 3.2 167 167 0 RLM-3 {C) 30.80 3.2 99 130 (31) RLM-4 (G) 27.00 3.2 86 108 {22) RLM-5 (O,Pl) 106.90 3.2 342 350 (8) RLM-6 (Q) 43.00 3.2 137 143 (6) RLM-7 (R) 1.90 3.2 6 6 RLM-8 (T) 105.30 3~·2 337 343 (6) RLM-9 (U) 43.25 3.2 139 139 ----------------------------·----------------------------------------RLM TOTAL I 420.85 I 1346 I 191 I 486 I 69 --------------------------------------~------------------------------ RM-l(D) RM-2(J) RM-3(L2) 13.80 30.70 19.95 6.0 6.0 6.0 83 184 119 100 210 (17) (26) 119 ---------------------------------------------------------------------RM TOTAL RMH-l(K) RMH-2 (Ll) 64.4s I 36.20 I 11.5 I 6.15 11.5 386 I 416 I 70 310 I o I 80 I 76 416 (10) ----·---------------------------------------------------------------- RMH TOTAL TOTAL RES NOTES: 42.35 I I 643.45 I 486 I o I 2333 I 1101 (1) GROWTH MANAGEMENT CONTROL POINT (2) .Negative values are indicated by(). 39 ao I 566 I 406 666 EXHIBIT 15 -ZONE 7 • LFMP NON-RESIDENTIAL BUILD OUT PROJECTIONS (AS OF 1/1/89) I GMP NON· I BASE NON-I I I GENERAL PLAN NET RESIDENTIAL I RESIOENTIALI I ESTIMATED I I LAND USE DEVELOPABLE LU INTENSITY BUILDOUT EXISTING APPROVED FUTURE I DESIGNATION ACRES ESTIMATE I PROJECTIONS I SQ. FT. I so. FT. so. FT. 1·-----······-------·-···---···----·-----·••--···•···-·····--····--···-•--··•-···--······· I C (E1) 9.00 30% 117,612 I 117,612 I ELEM (M) 11.10 I JR HIGH (S) 19.60 I I u 4. 50 1 , 600 1,600 !========================================================================================= I TOTAL 2',0NE I 44.20 I I 119,212 I 1,600 I I 117,612 40 The . 4 factor is used to estimate building square footage yields on unconstrained lots which have approved land use projects and have all infrastructure in place. As of January, 1989, no non-residential areas of this type exist in the zone. The land use intensity of both existing and approved non-residential development is subtracted from this estimate to indicate the amount of future non-residential land use intensity. F. BUILD OUT POPULATION PROJECTION The build out population projection for Management Zone 7 was determined by applying a population generation rate of 2.471 persons/dwelling unit. The build out population projections for Zone 7 are shown on Exhibit 16 on page 42. These build out population projections are used consistently throughout this plan for the purpose of predicting demand for public facilities. 41 ------~-------~------------ - EXHIBIT 16 -ZOKE 7 BUILD CXJT POPULATION PROJECTIONS (AS OF 1/1/89) BASEi II II ·I GENERAL PLAN! RESIDENTIAL! II POPULATION II I I BUILD OUT I LAND USE I DU BUILDCXJTIEXISTING I APPROVED! FUTURE II INDEX -IIEXISTING !APPROVED I FUTURE I POPULATION I DESIGNATION I PROJECTIONS! DUS I DUS I DUS II (2.471/DU) II POP I POP I POP I PROJECTION I < 1 > I <2> I I I <3> 11 <4> II I I I I -------------------------------------------------------------·····-·-···-·-········-········-····-············-·I RL·l (H) I 42 I I I 42 11 2.471 11 0 I O I 104 I 104 I RL ·2 (\I) I 32 I I I 32 11 2.471 11 0 I O I 79 I 79 I RL·3 (X) I 36 I I I 36 II 2.471 II O I O I 89 I 89 I RL ·4 (Y) I 5 f f I 5 11 2.471 11 0 I O f 12 I 12 I ·········-·····-·-···-···-·-·····-·········-···-··-··-····-········-············--·········-········-·······-···t Rt: TOTAL · I 115 I O I O I 115 11 11 0 I O f 284 I 284 I ···--··············-······································-······-····--····-···························-··.•···t RUH (A) I 33 I 36 I I (3) 11 2.471 II 89 I O I (7) I 82 I RLM·2 (B) I 167 I 167 I I O 11 2.471 11 413 I O I O I 413 I RLM·3 cc> t 99 I 130 1 I C31>II 2.471~11 321 I o I cn>J 244 I RLM·4 CG) I 86 I 108 I I (22) 11 2.471 11 267 I O I (54) I 213 I RLM·5 (O,P1) I 342 I 350 I I (8) 11 2.471 11 865 I O I C20) I 845 I RLM-6 (Q) I 137 I I 143 I (6)11 2.471 II O I 353 I -(1S)I 338 I RLM· 7 CR) I 6 I I I 6 II 2.471 11 0 I O I 15 I 15 I RLM-8 cn I 337 I I 343 I C6) II 2.471 II O I 848 I (15) I 833 I RLM·9 CU) I 139 I I I 139 II 2.471 II O I O f 343 f 343 I ···-····················-···············-······-··-·····-···-··-····-···-···-········-··-·········•·.········--I RLM TOTAL I 1346 I 791 I 486 I 69 II ·. II 1,955 I 1,201 I 170 I 3,326 I ····-·····························-············-············································-···················1 RM·1(D) I 83 I 100 I I (17) II 2.471 11 247 I O I (42) I 205 I RM·2(J) I 184 I 210 I I C26>II 2.471 II 519 I O I C64>I 455 I RM·3CL2) I 119 I I I 119 II 2.471 II O I O I 294 I 294 I ····-····························-·············· ~·············~·---····························-···············I RM TOTAL I 386 I 310 I ;o I 76 11 f I 766 I o I 188 I 954 I 1-----··-····---·····--·····-·--··-·-·······-·-···············. ······ ····--·····-~-···,•··-·-··················I I RMH·1(K) I 416 I I I 416 11 2.471 11 0 I O I 1,029 I 1,028 I I RMH-2(L1) I 70 I I 80 I (10>11 2.471 II O I 198 I (24>1 173 I I··-·-······-·-······-········--··; .. ··········-·········-······················································I I RMH TOTAL I 486 I O I 80 I 406 II II O I 198 I 1,003 I 1,201 I l·······.·······-······················-····················---···········-·······-·-····-··········.············I I TOTAL RES I 2333 I 1101 1 566 1 666 II II. 2n1 I 1399 I 1,645 I 5,765 I --===========================================================================================================--= NOTES: (1) See Exhibit 11. (2) See Exhibit 14. (3) Negative values are indicated by(). (4) Source: 1986 CFIP. 42 IV. PHASING PROJECTIONS Phasing projections estimate when, where and how much development will occur in Zone 7 between now and build out. Although difficult to predict exactly, phasing projections begin to make possible advance planning and programming of public facilities to assure adopted performance standards are continually met. Specifically phasing projections: 1. Project estimated demands for public facilities on a yearly basis until build out. 2: Project and establish thresholds which indicate when and where public facilities improvements are needed. 3. By projecting facility thresholds, allow sufficient lead time for facility programming to assure that the adopted performance standards are continually met. 4. Through threshold identification allow the City to implement public facility improvements. B. ZONE 7 LAND USE PHASING 1. Residential The residential phasing projections . for Zone 7 are shown on Exhibit 17 on page 44. The projected residential phasing schedule is intended to be used for projecting future need and timing of public tacilities. It is a tool to allow the City to anticipate future public facility needs and to budget monies for their improvement. The projected residential phasing schedule is not absolute. The actual number of dwelling units to be built each year will vary depending on economic conditions. Exhibit 17 also shows the residential phasing schedules of the adopted LFMP's. The adopted LFMP's include LFMP Zones 1-6, 8, 11, 12, 19, 20, 22 and 24. LFMP's 9, 14 and 15 also are included as they are under technical review by the City. Exhibit 17 shows the adopted yearly phasing schedules that is used to determine impacts on citywide facilities (library and administration). 43 EXHIBIT 17 CITY WIDE RESIDENTIAL PHASING PROJECTIONS * * * FOR FACILITY PLANNING PURPOSES ONLY * * * I -I I I l·····································-···························-········--······················I I STATUS I I YEARS I LOCAL FACILITY MANAGEMENT ZONES I I I I I I I I IAS OF 1/1 I 2 3 4 5 6 7 I I I I I I I I NOTES I I (1) (2) (3) (4) (5) (6) I l··········-···············--····-·-----···--··---····-··----··-·-·-·---·---·······--··------··--··I IEXl'STING I I 1989 I 9,981 2,457 234 3,065 0 7,118 1,101 I I I I I I I I I I I l·······································--·························································I IPROJECTEDI I 1989 212 0 3 BLD OUT BLD OUT 300 0 I I I I 1990 164 o 5 300 291 I I I 1991 81 23 3 300 221 I I 1992 81 36 2 150 no I I 1993 81 36 2 113 150 I I 1994 81 21 2 111 150 I I 1995 81 5 1 81 150 I I 1996 81 BLD OUT BLO OOT 50 140 J I 1997 81 50 BLD OUT I I 1998 81 50 I ( I 1999 a, 50 I I 2000 81 50 I I 2001 81 50 I I 2002 81 50 I 2003 81 5o I 2004 81 40 I 2005 81 40 I 2006 81 40 I 2001 a1 40 I 2008_ I 81 40 I 2009 I 81 40 I 2010 I 81 40 I 2011 I 81 25 I 2012 I 81 20 I 2013 I 81 20 I !BUILD OUT I I I l·········-·········--···········-····--···········-·····--······-·-··-····-·······················I I TOTAL 12,220 2,578 252 3,065 9,218 2,333 I NOTES: (1) Zone 1 LFMP, adopted September 1, 1987, c.c. Reso. No. 9221. (2) Zone 2 LFMP, adopted June 16, 1987, c.c. Reso. No. 9123. (3) Zone 3 LFMP, adopted May 19, 1987, C.C. Reso. No. 9084. (4) Zone 4 LFMP, adopted June 16, 1987, c.c. Reso. No. 9122. (5) Zone 5 LFMP, adopted August 4, 1987, c.c Reso. No. 9188. (6) Zone 6 LFMP, adopted November 10, 1987, C.C. Reso. No. 9291. 44 -- EXHIBIT 17 (page 2 of 3) I I I 1----·······································································································-I I YEARS I LOCAL FACILITY MANAGEMENT ZONES I I I I IASOF1/1I 8 9 10 11 12 13 14 15 16 17 181 I I I I I <7> <8> <9> c10, <8> <8> I 1···············---------------------------------------------------------------------------------------------1 I · 1989 I 459 o 954 589 o 2 520 o o 1 I I I I I I I 1···············-····························································································I I 1989 I o 286 o o o o I I 1990 I 386 165 117 436 o 260 I I 1991 I 325 BLD OUT 432 382 99 368 I I 1992 I 238 510 296 115 368 I I 1993 I 250 375 185 115 400 I I 1994 I 25 275 BLD OUT 115 400 I j 1995 I SLD OUT 240 115 389 I 1996 I 240 115 303 I 1997 I 207 115 SLD OUT I 1998 I 164 115 I 1999 I s1 115 I 2000 I SLD OUT 101 I 2001 I BW OUT I 2002 I I 2003 I I 2004 I I 2005 I I 2006 I I 2007 I I zoos I I 2009 I I 2010 I I 2011 I I 2012 I I 2013 I I I 2014 I I l·····················································----------·-····--·····-·······························I I TOTAL I 1,225 910 3,595 1,888 1,122 3,008 1 I NOTES: (7) Zone 8 LFMP, adopted February 7, 1989, C.C. Reso No. 89·33. (8) This plan is under technical review and the phasing schedule is included for planning purposes only. (9) Zone 11 LFMP, adopted February 23, 1988, C.C. Reso. No. 88·46. (10) Zone 12 LFMP, adopted February 23, 1988, c.c. Reso. No. 88-47. 45 ( EXHIBIT 17 (page 3 of 3) I 11 II I 11 TOTALS OF ADOPTED LFMPs 11 l-----------------------------------------------------------------------------------------------1 I I YEARS I LOCAL FACILITY MANAGEMENT ZONES II TOTAL TOTAL TOTAL II I I 11 ADOPTED CITYWIDE CITYWIDE 11 JAS OF 1/1 J 19 20 21 22 23 24 25 11 PHASED D.U.'S POPULATION I I I I II DU'S AS OF 1/1 11 I I c11> c12> <13> c14> 11 11 1-----------------------------------------------------------------------------------------------1 I 1989 I 2 28 o 268 o 115 I I 26,896 26,896 66,460 I I 11 I I 11 1----------------------------------------------------------------------------------------------- I 1989 I 139 110 ,s2 o 11 1,232 26,896 66,460 I 199,0 I 251 110 190 125 11 2,soo 2s, 128 69,504 I 1991 I 454 110 161 125 11 3,084 30,928 76,423 I 1992 I 426 110 65 77 11 2,604 34,012 84,044 I 1993 I 425 106 BLD OUT BLD OUT II 2,238 36,616 90,478 I 1994 I 410 106 I I 1,696 38,854 96,008 I 199s I 332 106 11 1,500 40,550 100,199 1-1996 I 351 106 11 1,386 42,050 103,906 I 1997 I 256 106 11 815 43,436 101,330 I 1998 I 226 106 11 742 44,251 109,344 I 1999IBLDOUT 106 II 433 44,993 111,178 I 2000 l 106 JI 338 45,426 112,24s I 2001 I 106 11 237 45,764 113,083 I. 2002 I 106 I 237 46,001 113,668 I. 2003 I 106 I 231 46,238 114,254 I 2004 I 106 I 227 46,475 114,840 I 2005 I 106 I 221 46,102 11s,401 I 2006 I 106 I 221 46,929 11s,962 I 2007 I 106 I 221 47,156 116,522 I 2008 I 106 I 221 47,383 111,os3 I 2009 I 106 I 221 47,610 117,644 I 2010 I 106 I 227 47,837 118,20s I 2011 I 106 I 212 48,064 118,766 I 2012 I 9 I 110 48,276 119,290 I' 2013 I BLD OUT I 101 48,386 119,562 I 2014 I I o 48,487 119,811 I 1-----------------------------------------------------------------------------------------------11 J TOTAL I 3,272 2,491 866 442 1 48,487 11 ------------------------------------------------------------------------------------------------11 Notes: (11) Zone 19 LFMP, adopted December 8, 1987, C.C. Resolution No. 9322. (12) Zone 20 LFMP, adopted September 6, 1988, C.C. Reso No. 88-322. (13) Zone 22 LFMP, adopted December 13, 1988, C.C. Reso. No. 88-428. (14) Zone 24 LFMP, adopted December 20, 1988, C.C. Reso. No. 2793. 46 Exhibit 18 on page 48 shows a similar phasing schedule for, the zones located within the northeast quadrant of the City. The northeast quadrant phasing projections are provided to make the review and future update and monitoring or the quadrant specific facility (pa_rks) more manageable and easier to understand. Also, a Zone 7 residential phasing schedule is shown on Exhibit 19 on page 49 for use in the review and update of zone specific public facilities. 2. Non-Residential 3. The citywide non-residential phasing projections, including Zone 7, are shown on Exhibit 20 on page 50. Similar to residential phasing, these projections are estimated for purposes of public facility planning. Exhibit 21 on page 53 indicates the northeast quadrant non-residential phasing projections and Exhibit 22 on page 54 shows the Zone 7 non-residential phasing projections. Comparable to residential phasing projections, these exhibits are provided to facilitate future monitoring of this Local Facilities Management Plan. Phasing Summary Both residential ~nd non-residential phasing projections are provided in order to plan for public facilities. . The plan provides these projections to establish thresholds which indicate the ne~d for additional facilities. The Growth Management Program anQ the Zone 7 LFMP ariticipat~ that the actual phasing of development in this · zon:e will vary from these projections. In no instance, however, will phasing be modified to the point that 'the performance standard will not be met. The public. facility thresholds established in this plan will ensure that compliance· with the adopted performance standards is maintained or no development will be allowed until compliance is reached. 47 ,- EXHIBIT 18 NORTHEAST QUADRANT RESIDENTIAL PHASING PROJECTIONS * * * FOR FACILITY PLANNIN,G PURPOSES ONLY * * * ---------------------------------------------------------------------------------------------------------' I 11 TOTALS OF I 11 ADOPTED LFHP'S I 1-----------···--·----················-·········-···············---···--··········-··············-··--····I I STATUS I I YEARS I LOCAL FACILITY MANAGEMENT ZONES II TOTAL TOTAL I I I I I IIQUAORANT QUADRANT I I I IAS OF 1/1 I 2 5 7 14 15 16 25 11 o.u. 'S POPULATION I I I I I I IAS OF 1/1 I I !NOTES: I I (1) (2) (3) (3) fl I I··--·············-·-··--·---··-----·--·-·····-·-------·------·-·-··-······-·----------··------········-·· I EXISTING I I 1989 I 2,457 0 1,101 2 520 0 1 11 4,081 10,084 I I I I II I········· ····························································-·························-·-······ I 1989 I O BLD OUT O O O 11 4,081 10,084 I 1990 I o 291 o 260 11 4,oa1 1~,084 I 1991 I 23 221 99 368 11 4,632 11,446 I 1992 I 36 130 115 368 11 5,343 13,203 I 1993 I 36 150 115 400 11 5,992 14,806 I 1994 I 21 150 115 400 11 6,693 16,538 I 1995 I 5 150 115 389 11 7,379 18,234 I 1996 BLO OUT 140 115 303 IJ 8,038 19,862 I 1997 BLD OUT 115 BL0 OUT 11 8,596 21,241 I 1998 11s 11 8,111 21,s2s I 1999 115 11 8,826 21,ao9 I 2000 101 11 8,941 22,093 I 2001 BLD OUT 11 9,042 22,343 I 2002 11 9,042 22,343 I 2003 11 9,042 22,343 I 2004 11 9,042 2z,343 I 2005 U 9,042 22,343 I 2006 If 9,042 22,343 I 2001 11 9,042 22,343 I 2008 11 9,042 22,343 I 2009 11 9,042 22,343 I 2010 11 9,042 22,343 I 2011 11 9,042 22,343 I 2012 11 9,042 22,343 I 2013 11 9,042 22,343 I······~-·············--------------···-·····-···---------·--------···········-·········-·---············· I TOTAL 2,578 0 2,333 1,122 3,008 1 I-·····································--·······--················-··························-··-···-··--· I···········--···-·---···············-··························--·····-·······················---·-·----· !PROPOSITION E RESIDENTIAL QUADRANT CAP 9,042 22,343 1-··--·····-·-································-··-······---··---··-·········-·----········-··-···-········ NOTES: (1) Zone 2 LFHP, adopted June 16, 1987, c.c. Reso. No. 9123. (2) Zone 5 LFHP, odopted August 4, 1987, C.C Reso. No. 9188. (3) This plan is under technical review and the phasing schedule is included for planning purposes only. 48 EXHIBIT 19 ZONE 7 RESIDENTIAL PHASING PROJECTION ***FOR FACILITY PLANNING PURPOSES ONLY*** II TOTALS OF I I II ADOPTED LFMP'S I 1--------------------------------------------------------------1 I STATUS I I YEARS I 11 TOTAL TOTAL I I I I I II ZONE ZONE I I I tAs OF 1111 ZONE 7 II o.u.•s POPULATION! I I I I I !AS OF 1/1 I I I NOTES: I I 11 I 1--------------------------------------------------------------1 !EXISTING I I 1989 I 1,101 II 1,101 2,721 I I I I I II I I I I I II I 1--------------------------------------------------------------I I 1989 I I 1,101 2,121 I I 1990 I 291 I 1,392 3,440 I I 1991 I 221 I 1,613 3,986 I I 1992 I 130 I 1,743 4,307 I I 1993 I 150 I 1,893 4,678 I I 1994 I 150 I 2,043 5,048 I I 1995 I 150 I 2,193 5,419 I 1996 140 I 2,333 5,765 I 1997 BLO OUT I 2,333. 5,765 I 1998 I 2,333 5,765 I 1999 I 2,333 5,765 I 2000 I 2,333 5,765 I I 2001 I 2,333 5,765 1 · I 2002 2,333 5,765 I 2003 2,333 5,765 I 2004 2,333 s,765 I 2005 2,333 5,765 I 2006 2,333 5,765 I 2001 2,333 5, 765 I 2008 2,333 5,765 I 2009 2,333 5,765 I 2010 2,333 5,765 I 2011 2,333 5,765 I 2012 2,333 s,765 I I 2013 2,333 s.16s 1------------------------------------------------------------- 1 TOTAL 2,333 49 L EXHIBIT 20 ZONE 7 -CITY ~IDE NON-RESIDENTIAL PROJECTIONS * * * FOR PLANNING PURPOSES ONLY * * * STATUS YEARS LOCAL FACILITY MANAGEMENT ZONES I I 1 2 3 4 5 6 71 I I I NOTES: I I (1) (2) (3) (4) (5) (6) I 1-------------··-------······-·--···-············-·----··--····--··········-········-·················--·---·1 !EXISTING I I 1989 I 2,661,057 266,499 1,740,747 0 5,780,716 841,434 1,600 1------·-----·····-··-····--···································································-·--·-········ I I 1989 I 6s,029 40,249 94,136 o 954,530 100,000 o I I 1990 I s,ooo 116,566 78,408 o 954,530 34,875 o I I 1991 I 44,500 BLO OUT 37,897 89,211 954,530 34,875 · 39,204 I I 1992 I 55,400 30,056 BLD OUT 954,530 34,875 39,204 I I 1993 I 2s,ooo 44,431 954,530 34,875 39,204 I 1994 I 67,500 13,068 954,530 34,875 BLD OUT I 199s I 62,000 86,707 954,s3o 34,875 I 1996 I 65,ooo 99,317 954,530 34,875 I 1997 I 95,000 BL0 OUT 878,735 34,875 I 1998 I n ,ooo 493,788 34,875 I 1m t 62,000 493,788 34,875 I 2000 I 88,560. 493,788 34,875 I 2001 I 65,soo. 493,788 34,875 I 2002 I 3a,ooo 493,788 34,875 I I 2003 I 2s,ooo 493,788 34,875 I I 2004 I 75,ooo 493,788 34,875 I I 2005 I 121,sso 493,788 34,875 I I 2006 I 75 ,ooo 493,788 34,875 I I 2001 t 75,ooo 493,788 34,875 I I 200s I 82,sso 493,788 34,875 I I 2009 I 94,oso 493,788 34,875 I I 2010 I 96,aoo 493,788 34,875 I I 2011 I 192,100 493,788 34,875 I I 2012 I 195,700 493,788 34,875 !BUILD OUTI 2013 I 57,084 493,788 34,875 1============================================~=-===~========================================~============1 I TOTAL 4,578,980 423,314 2,224,767 · 89,211 22, 196,299 1, ns,434 .119 ,212 I NOTES: (1) (2) (3) (4) (5) (6) Zone 1 LFMP, adopted September 1, 1987, c.c. Reso. No. 9221. Zone 2 LFHP, adopted June 16, 1987, C.C. Reso. No. 9123. Zone 3 LFMP, adopted May 19, 1987, c.c. Reso. No. 9084. Zone 4 LFMP, adopted June 16, 1987, c.c. Reso. No. 9122. Zone 5 LFMP, adopted August 4, 1987, c.c. Reso. No. 9188. Zone 6 LFMP, adopted November 10, 1987, C.C. Reso. No. 9291. 50 YEARS I I I I 8 9 EXHIBIT 20 (page 2 of 3) LOCAL FACILITY MANAGEMENT ZONES 10 11 12 13 14 15 I I <7> <8> <9> c10> <8> <8> 16 17 18 I····-·--------·-----··----·-·--------·------·------------------------------------------------------·---- 1 1989 I 54,141 o o o o o o o o 1--------------------------------------------------------------------------------------------------------I 1989 0 542,796 46,885 0 BLD OUT I 1990 o 2so, 099 285,789 o I 1991 o 460,000 285,789 60,984 I 1992 79,715 BLD OUT 285,789 BLD ClJT I 1993 0 BLD OUT I 1994 o I 1995 o I 1996 o I 1997 o I 199s o I 1999 o I 2000 o I 2001 o I 2002 1131,900 I 20031 o I 2004 .1 o I 200s I 19,ooo I 2006 I o I 2001 1109,400 I 2008; I 49,975 I 2009 I 4,725 I 2010 I 4,12s I 2011 I o I 2012 I o I 2013 IBLD OUT TOTAL 399,440 1,337,036 904,252 60,984 137,500 77,500 68,000 55,500 45,000 145,478 135,663 106,237 64,551 BLD OUT 0 835,429 NOTES: (7) Zone 8 LFHP, adopted February 7, 1989, C.C, Reso. No. 89·33. (8) This plan is under technical review and the phasing schedule is included for planning purposes only. (9) Zone 11 LFHP, adopted February 23, 1988, c.c. Reso. No. 88·46. (10) Zone 12 LFMP, adopted February 23, 1988, c.c. Reso. No, 88·47. 51 -- EXHIBIT 20 (page 3 of 3) YEARS LOCAL FACILITY MANAGEMENT ZONES 19 20 21 22 23 24 TOTAL I ADOPTED I 25 I NON·RESIDENTIAL I I SQUARE I I I (11) (12) (13) (14) I FOOTAGE I l·····················································--·-···-····-···············-·····--·····I I 1989 I o o o 248,461 o o o I 11,594,655 I I···················-·-·······································-························-·-····· I 1989 I ·o eto OUT 372,940 2,216,565 I 1990 I 10,454 306,132 2,209,353 I 1991 I 325,829 73, 1so 2,483,499 I 1992 BLD OUT 73,180 1,620,749 I 1993 101,930 1,258,470 I 1994 2s9,212 1,374,185 I 1995 BLD OUT 1,283,590 I 1996 1,289,385 I 1991 1,114,847 I 1998 670,214 I 1999 590,663 I 2000 617,223 I 2001 594, 163 I 2002 698,563 I 2003 556,663 I 2004 603,663 I 2005 675,213 I 2006 603,663 I 2001 713,063 I I I I I I 2008 2009 2010 2011' 2012 2013 TOTAL 336,283 0 1,435,035 0 661,188 627,438 630,188 721,363 724,363 585,747 36,118,676 I ============================= ·-==================--=====================--=--=============== NOTES: (11) Zone 19 LFM.P, adopted December 22, 1987, C.C. Reso. No. 9322. (12) Zone 20 LFMP, adopted September 6, 1988,· C.C. Reso. 88-322. (13) Zone 22 LFKP, adopted December 13, 1988, c.c. Reso. No. 88-428. (14) Zone 24 LFKP, adopted December 20, 1988, c.c. Reso. No. 2793. 52 EXHIBIT 21 ZONE 7 -NORTHEAST QUADRANT NON-RESIDENTIAL PROJECTIONS * * * FOR PLANNING PURPOSES ONLY * * * ,. STATUS I YEARS I LOCAL FACILITY MANAGEMENT ZONES TOTAL I I ADOPTED I I 2 5 7 14 15 16 25 NON-RESIDENTIAL I I SQUARE I . I NOTES: I I (1) (2) (3) (3) I FOOTAGE I ,-----------------------------------------------------------------------------------------------------1-----------------1 !EXISTING I I 1989 J 266,499 5,780,716 1,600 0 0 I 6,048,815 I ,-----------------------------------------------------------------------------------------------------1-----------------I · I 1989 I 40,249 954,530 o I 994,779 I I 1990 I 116,566 954,530 o 131,soo I 1,208,596 I I 1991 I BLD OUT 954,530 39,204 77,500 f 1,071,234 I I 1992 I 954,530 39,204 68,ooo I 1,061,734 I I 1993 I 954,530 39,204 ss,soo I 1,049,234 I I 1994 954, 530 BLD OUT 45,000 I 999, 530 I I 1995 954,530 145,478 1, 100,ooa I I 1996 954,530 135,663 1,090,193 I I 1991 878,735 106,237 984,972 I I 1998 493,788 64,551 558,339 I I 1999 493,788 493,788 I I 2000 493,788 493,788 I I 2001 493,788 493,788 I I 2002 493,788 493,788 I I 2003 493,788 493,788 I I I I 2004 493,788 493,788 I I I I 200s 493,788 493,788 I I I I 2006 493,788 493,788 I I I I 2001 493,788 493,788 I I I I 2oos 493,788' 493,788 I I I I 2009 493,788 493,788 I I _ I I 2010 493,788 493,788 I I I I 2011 493,788 493,788 I I I I 2012 493,788 493,788 I fBUILD OUTf I 2013 493,788 493,788 f 1----=--------=-==============-========================================•=====~========•====•=======•==============•=•===I TOTAL 423,314 22,196,299 119,212 0 835,429 23,574,254 I -------======================•=•==============~============••===•-===•==============•••=••===••·••===============•-== NOTES: (1) Zone 2 LFMP, adopted June 16, 1987, C.C. Reso. No. 9123- (2) Zone 5 LFMP, adopted August 4, 1987, C.C. Reso No. 9188. (3) This plan is uider technical review and the phasing schedule is included for planning purposes only. 53 ( EXHIBIT 22 ZONE 7 NON-RESIDENTIAL PROJECTIONS * * * FOR PLANNING PURPOSES ONLY * * * STATUS I EXISTING I BUILD OUT YEARS I ZONE 7 TOTAL NON-RESIDENTIAL 1989 1 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 TOTAL 54 1,600 0 0 39,204 39,204 39,204 BLD OUT 119,212 V. ZONE 7 REQUIREMENTS FOR PUBLIC FACILITIES AND SERVICES The Local Facilities Management Plan for zone 7 addresses ·eleven separate facilities at three levels of analysis. Level of Analysis Facility Citywide Quadrant Zone City Admin. Facilities Library Wastewater Treatment Capacity Park Drainage Circulation Fire Open Space Schools Sewer Collection Water Distribution X X X X X X X X X X X Each of these facilities is evaluated to determine conformance with the adopted performance standard. For each facility analysis the following is provided: a. An illustrative map showing facilities discussed in the section and district boundaries; b. The adopted service level · performance standard which must be complied with at all times as development occurs; c. A detailed facility adequacy and planning analysis; d. A list of conditions necessary to ensure conformance with the adopted performance standard; e. A discussion of mitigation measures and financing mechanisms. Citywide facilities (City Administrative, Library, and Wastewater Treatment) have been analyzed in the 1986 CFIP. Analyses of these facilities are also included in this Local Facilities Management Plan to verify . compliance with the 1986 CFIP or to suggest alternatives that assure conformance with the adopted performance standard. 55 This plan shows how each adopted performance standard will be complied with as development occurs within Zone 7. This plan includes financing of all public facilities and services. The plan also includes a complete facility phasing schedule which is linked to public facility demands within the zone. 56 .-CITY ADMINISTRATIVE FACILITIES I. PERFORMANCE STANDARD 1,500 square feet per 1,000 population must be scheduled. for construction within a five year period. II. FACILITY PLANIIIHG AND ADEQUACY ANALYSIS This analysis provides an inventory of existing and programed City Administrative Facilities owned and leased by the City of Carlsbad. These facilities include both permanent and temporary structures. This analysis projects the build out demand for City Administrative Facilities and determines compliance with the adopted performance standard. Exhibit 23 on page 58 shows the location of the existing and future City Administration Facilities. A. INVENTORY 1. Existing and Build Out City Administrative Demand: Citywide projected population·· and Zone 7 projected population comes from Exhibit 16 on page 42. Existing {l/1/89) Citywide Zone 7 Build Out Citywide (2013) Zone 7 {1995) Projected Population 66,460 2,721 134,914 5,765 57 Performance Standard Demand (Sq.Ft. l 99,690 4,081 202,371 8,647 ---HOUSING AND REDEVaOPMENT - • 15 L .. CITY ADMINISTRATION OFFiCES1 * CITY ADMINISTRATION-EXiSTING * CITY ADM_INISTRATION-PLANNED NOTE: AU. LOCATIONS ARE APPROXIMATE 58 I . ' ~SBAD ·MUN. / WATER DIS'J:'RIC~l I . COMt.UITY' : ~ • • I 2. Inventory of Existing City Administrative Facilities: The existing City Administrative Facilities owned and leased by the City of Carlsbad as of January 1, 1989 are: City Hall (1200 Elm Ave): Permanent (Sq Ft) Main Building 12,899 Finance Modular Purchasing/Personnel Modular Redevelopment (2965 B Roosevelt) Community Development (2075 Las Palmas Drive): Public Safety and Service Center (I) (2560 Orion Way): Police and Fire Vehicle Maintenance Water District Office Totals 22,627 53,700 10,358 18,000 117,584 TOTAL EXISTING FACILITIES Temporary (Sq Ft) 2,700 1,800 4,500 Leased (Sq Ft) 3,200 3,200 125,284 Existing City Administrative Facilities as of January 1, 1989 exceed the performance standard. However, 2.6 percent of the total square footage is leased and another 3.6 percent is in temporary modular units. If the leases are terminated or temporary facilities are no longer used, thereby reducing existing City Administrative Facilities, this analysis would need to be redone to assess compliance with the adopted performance standard. If compliance was not being maintained, all residential development in the City_ would be stopped until the appropriate mitigation could be implemented. 59 B. 4 3. Inventory of Approved Future City Administrative Facilities: The adopted 1989-1990 Capital Improvement Program (CC Reso. 89-210) funds the following City Administration Facilities for construction within 5 years (1994): Facility Public Safety Center (II): Construction New City Hall Square Feet 62,000 N/A Funding Year Cost Source 1 92-1 93 $3,955,000 PFF/S4 1999+ $23,100,000 PFF No other City Administrative Facilities are identified within the City's adopted CIP. Existing City Administrative Facilities plus those budgeted in the adopted 1989-90 CIP are scheduled for construction within five years as follows: Permanent Temporary Leased (Sq Ft) (Sq Ft) (Sq Ft) Existing 125,284 4,500 3,200 1989-1990 CIP 62,000 ----------------- Subtotal 187,284 4,500 3,200 TOTAL FACILITIES 194,984 PHASING The citywide residential phasing projections on Exhibit 17 on page 44 are incorporated into Exhibit 24 on page 61. , Exhibit 24 projects the adequacy of City Administrative Facilities on a citywide basis by comparing the projected facility demand with existing and funded facilities. PFF = Public Facilities Fee, s = Sewer Enterprise Fund. 60 ~ EXHIBIT 24 ZONE 7 • PHASING OF CITY ADMINISTRATIVE FACILITIES (1,500 SQUARE FEET PER 1,000 POPULATION) ------------------------------------------------------------------------------------------------------------------------------- ADOPTED PHASING ADEQUACY ANALYSIS I IN I I PROJECTED PROJECTED I I YEAR I OTHER I I IN TOTAL I ADOPTED I ADOPTED I CITYWIDE ADOPTED ADOPTED IN ADOPTE0 ZONES ZONES ADMIN ADEQUACY/ STATUS I '(AS OF 1/1)1 ZONES I ZONE 71 PLANS POPULATION I DEMAND I SUPPLY l(INAOEQUACY) I I I NOTES: I I (1) I (2) I (3) (4) I I I I ,~~~~~~~~~~~1~~~~~~~~~1~~~~~~~~~~~1~~~~~~~~~~I~:~~~~~~~~~I~~~:~~~~~~:!~~~~~~~~~~I~~~~~~~~~~~:I::~::~~~~~~~~I~~~:~:~~~~~~:, PROJECTED 1989 1,232 0 I 1,2321 66,460 99,690 I 125,284 I 25,594 I 1990 2,509 291 2,81DO 69,504 104,256 125,284 21,028 1991 2,863 221 I 3,081, I 76,423 114,635 125,284 I 10,649 (5) 1992 2,474 130 2,604. 84,044 126,065 187,284 61,219 1993 2,088 150• I 2,23!! 90,478 135,717 187,284 I 51,567 1994 1,546 150 1,696 96,008 144,012 187,284 43,272 1995 I 1,350 150 I 1,soo 100,199 I 150,299 187,284 I 36,985 1996 1,246 140 1,3& 103,906 155,858 181,284 31,426 I 19971 815 BLD ruT I 8151 107,330 I 160,996 I 187,284 I 26,288 1998 742 7142 109,344 164,016 187,284 23,268 1999 - 1 433 I I 433 111,178 I 166,767 I 187,284 20,517 2000 338 338 112,248 168,371 187,284 18,913 2001 I 2371 I 237 113,083 I 169,624 I 187,284 17,660 2002 237 237 113,668 110,so3 1 187,284 16,781 2003 I 237 I I 237 I 114,254 171,381 I 187;284 15,903 2004 227 22?7 114,840 172,260 . 187,284 15,024 I 2005 221 I I 22?7 115,401 173,101 I . 187,284 14,183 . 2006 227 22?7 115,962 173,942 187,284 13,342 I 2007 221 22?7 116,522 174,784 I 187,284 12,500 2008 227 22?7 117,083 175,625 187,284 11,659 I 2009 221 22?7 117,644 176,466 I 187,284 ,o.818 2010 221 221 118,205 1n,3o8 187,284 9,976 2011 212 212 118,766 178,149 187,284 9,135 2012 110 110 119,290 178,935 187,284 8,349 I 2013 101 I 1m1 119,562 I 179,343 187,284 7,941 BUILD ClJIT 2014 119,811 179,717 187,284 7,567 I········································· .............................................................. ,·······················1 TOTAL 46, 154 I 2,333 I 48,487 I -------------------------------------------------------------------------------------------------------------------------------NOTES: (1) Dwelling units in Other Adopted Zone Plans are those projected in the LFMP for Zones 1·6, 8, 9, 11, 12, 19, 20, 22, and 24. Zones 14 and 15 are under technical review and the phasing schedule is included for planning purposes only. 61 (2) Source· Exhibit 16. (3) Total adopted dwelling units include the adopted zones 1·6, 8, 9, 11, 12, 19, 20, 22, 24 along with Zone 7. Zones 14 and 15 are under technical review and the phtasing schedule is included for planning purposes only. (4) Existing citywide population is the base population ~sed for projecting Adopted Zone Plan Populations. (5) City Safety Center Phase II. C. ADEQUACY FINDINGS Analysis of Zone 7's demand on City Administrative Facilities as of 1/1/89 indicates no mitigation is needed at this time. The performance standard is currently being conformed with and is projected to conform until build out. III. MITIGATION General Conditions If the adopted performance Facilities is not being development in Zone 7 will standard is met. Special Conditions No special conditions. IV. FINANCING standard for City Administrative complied with, then residential be stopped until the performance The city collects a public facility fee -(PFF) which is set at 3.5% of permit valuation. · This fee :is paid at time of building permit issuance. In calculating the PFF the following expenditures-were projected for City Administrative Facilities: Las Palma-s Facility Public Safety center Phase II City Hall -Future TOTAL $2,000,000 $3 I 955 ,.000 $23,100,000 $29,055,000 In addition to the PFF funds, the adopted 1989-1990 CIP indicates the use of sewer funds for part of the public safety center Phase II. Public Facility Fees will continue to be paid by development in the zone. Thus, no special financing · mechanism for City Administrative Facilities is required as a condition of development within Zone 7. Exhibit 25 on page 63 shows a facility financing matrix for this facility. This matrix summarizes the individual facility to be financed, its estimated· cost and timing of. construction, the existing budgeted CIP monies available for the facility and the future funding options. 62 FACILITY EXHIBIT 25 ZONE 7 -CITY ADMINISTRATION FACILITY FINANCING AS OF 1/1/89 AMOUNT ESTIMATED COST TIMING FUNDING OPTIONS -----------------------------------------------------------------I FIRST SECOND THIRD NOTES 1==-======-=-===~--=====t=--.::~=-==-=-=-=-=-==-================-==-=-======-======-=============~=~===-=-==-=-====== · ==========--================~===-==-=================I I CITY ADMINISTRATION I 1-------------c-•----------------•------••-•------------------•------•-•--•··-·---·•·-·-····-·-------•--------•-------------------•-----·-----•~---•----•------•------•I I 1. Las Palmas Debt Service I 22,627 sf I $2,D00,000 I 1989-99 I City -PFF I I I PIFF=Publ ic I I I I I I I I I Facil f ty Fees I I 2. Safety Center Phase II I 62,000 sf I S3,455,000 I 1992-93 . I City •· PFF/S I I I S= sewer Enterprise I I I I I I I I I Fund I I 3. New City Hall I NA I S23, 100,000 I 1999+ I City -PFF I I I I I I -------= .. ----1 I I I I I . TOTAL CITY ADMINISTRATION COSTS $28,555,000 I I I I .I I 1------------------------------------------------~----------------------------------·--··-~-----------------~----------------------------------~---------------------""I I I fi 3 LIBRARY FACILITIES I. PERFORMANCE STANDARD 800 square feet per 1,000 population must be scheduled for construction within a five year period. II. FACILITY PLANNING AND ADEQUACY ANALYSIS This analysis provides an inventory of existing and approved library facilities owned and leased by the City of Carlsbad. This analysis projects the build out demand for library facilities and determines compliance with the adopted performance standard. Future citywide library facility demand is projected based on the 1989-90 Capital Improvement Program, the adopted LFMP's and Zone 7. Exhibit 26 on page 65 shows the locati~n of existing and future library facilities. A. INVENTORY 1. Existing and Build out Library Demand: Citywide projected population and Zone 7 projected population comes from Exhibit 16 on page 42. Existing (1/1/89) Citywide Zone 7 Build Out Citywide (2013) Zone 7 (1995) 64 Projected Popu1ation · 66,460 2,721 134,914 5,765 Performance Standard · Demand (Sg Ft) 53,168 2,177 107,931 4,612 , r CIVIC CENTER LIBRARY/ADULT LEARNING CENTER LIBRARIES -LIBRARIES-EXISTING Q LIBRARIES-PLANNED NOTE: ALL LOCATIONS ARE APPROXIMATE. 15 8111!! • • L_ 18 LA COSTA BRANCH LIBRARY • • 5 6 2. 3. Inventory of Existing Library Facilities: Existing library facilities owned and leased by the City of Carlsbad as of January 1, 1989 are the following: Facility Civic Center Library (1200 Elm Avenue) Adult Learning Center (1207 Elm Avenue) La Costa Area Library5 (7750 El Camino Real) Warehouse (6351 Yarrow Drive) TOTAL TOTAL EXISTING FACILITIES Owned Sq.Ft. 24,600 24,600 Leased Sq, Ft. 400 4,500 2,000 6,900 31,500 Inventory of Approved Future ·Library Facilities:.· South Carlsbad Library: A six acre City owned site has been identified and designed for the South Carlsbad Library. This li~rary is projected to be 58,000 square feet in size and to open in 1992. According to city staff, the 6,900 square feet of existing leased library space will expire and be vacated when the.South Carlsbad Library is constructed. The 1989-90 CIP allocates funds for debt financing between 1989-1999+. The South Carlsbad library site was approved by the City Council on July 7, 19876 • The site is near the northwest corner of El Camino Real and Alga Road as shown on Exhibit 26 on page 65. The existing 6,900 square feet of leased library space will expire when the new South Carlsbad Library is constructed. The staff report for this action is contained in Appendix A-2, Agenda Bill No. 8867. 66 North Carlsbad Library Expansion: The 1989-90 CIP shows funds for construction of· the North Carlsbad Library Expansion in 1994-99. This expansion will provide approximately 8,000 square feet of additional library space. Build Out Library Facilities: Funds for an additional 17,331 square feet of Library space for build out are shown in 1999+ in the 1989-90 CIP. The following is a Improvement Program facilities: summary of the 1989-90 funding allocation for Capital library South Carlsbad Library: Description Debt Financing TOTAL Funding Year 1989-2009 North Carlsbad Library Expansion: Description Construction Build Out Library: Description ~onstruction Funding Year 1994-99 Funding Year 1999+ 67 Cost ('89 dollars) $28.1 million $28.1 million Cost ( 1 89 dollars) $3.9 million Cost ('89 dollars) $5.1 million B. PHASING Existing library facilities plus those budgeted in the adopted 1989-90 CIP for constructio~ within 5 years are as follows: 1989; Existing: Civic Center Library Adult Learning Center La Costa Area Library Warehouse lill= s. Carlsbad Library Adult Learning Center La Costa Area Library ·Warehouse 1994-99: N. Carlsbad Library 1999+: Build Out Library Square Feet of Library Space Added 58,000 8,000 17,331 Subtracted 400 4,500 2,000 Total 31,500 89,500 82,600 90,600 107,931 To assess when the threshold for future library facilities will be reached, the phasing projections on Exhibit .17 on page 44 are used. These phasing projections are incorporated into Exhibit 27 on page 70. Exhibit 27 projects the adequacy of library facilities on a citywide basis by comparing the projected facility· demand with existing and funded facilities. C. ADEQUACY FINDINGS Analysis of Zone 7 's demand on library facilities as of 1/1/89 indicates no mitigation is needed at this time. The performance standard is currently being conformed with and is projected to conform until build out. 68 III. MITIGATION General Conditions If the adopted performance standard for library facilities is not being complied with, then residential development in Zone 7 will be stopped until the performance standard is met. Special Conditions No special conditions. IV. FINANCING South Carlsbad Library: On July 7, 1987, the· City Council took action for the acquisition, grading, design and construction of the 58,000 square foot South Carlsbad Library. Although the City Council has guaranteed the needed funds, the long term financing mechanisms may be modified at some time in the future. · The adopted 1989-90 CIP has appropriated $25,868,000 for library facilities. Of this total amount $16,860,000 is budgeted for debt financing of the South Carlsbad. Library construction. $1,124,000 per year is budgeted for debt service payment which would be payable over the next 20 years· •. North Carlsbad Library: The 1989-90 CIP shows $3,948, 000 for construction of the North . Carlsbad· Library expansion in 1994-99. 1his. will provide an additional 8, ooo square feet of library space at the existing library on 1250:Elm Avenue for a total of 32,000 square feet. Build out Library: The 1989-90 CIP indicates that $5,060,000 for an additional 17,331 square feet·of library facilities will be funded in 1999+ to fulfill the demand for libraries at build out. This space will likely be added to existing facilities. The primary source of funding will be Public Facility Fees (3.5% of building permit valuation). This fee is collected at the time building permits are issued for all residential, commercial and industrial developments. Exhibit 28 on page 71 shows a facility financing matrix for this facility. This matrix summarizes the individual facility to be financed, its estimated cost and timing of construction, the existing budgeted CIP monies available for the facility and the -future funding options. 69 EXHIBIT 27 ZONE 7 -PHASING OF LIBRARY FACILITIES (800 SQUARE FEET PER 1,000 POPULATION) I RESIDENTIAL DWELLING UNITS ADOPTED PHASING ADEQUACY ANALYSIS --------------------------------------------------------------------·----------------------------------------------------------- IN 1· PROJECTED I PROJECTED I I YEAR I OTHER IN TOT'AL ADOPTED ADOPTED CITYWIDE I ADOPTED ADOPTED IN ADOPTED ZONES ZONES LIBRARY ADEQUACY/ I STATUS I (AS OF 1/1) I ZONES I ZONE 7 PLANS POPULATION DEMAND SUPPLY !(INADEQUACY) . I I NOTES: I I (1) (2) (3) (4) I --------------------------------------------------------------.---------------------------------------------------------------- 1 EXISTING I (5) I 1989 I 25,795 I 1, 101 I 26,8196 66,460 I 53, 168 I 82,600 I 29,432 --------------------------------------------------------------------·-----------------------------------------------------------PROJECTED ·1 I 1989 I 1,232 I O I 1,232 66,460 53,168 82,600 29,432 1990 2,509 291 2,8100 69,504 55,603 82,600 26,997 I 1991 2,863 I 221 I 3,0184 76,423 61,138 82,600 21,462 1992 2,474 130 2,6104 84,044 67,235 82,600 15,365 1993 2,oaa I 150 2,238 90,478 72,383 82,600 10,217 (6) 1994 1,546 150 1,69~ 96,008 76,807 90,600 13,793 1995 1,350 150 1,5!00 100,199 80,159 90,600 10,4411 1996 1,246 140 1,31& 103,906 83,124 90,600 7,476 1997 815 BLD OUT 8'15 107,330 85,864 90,600 4, T56 1998 742 7141 109,344 87,475 90,600 3,125 (7) 1999 433 433 111,178 88,942 107,931 18,989 2000 338 331 112,248 89,798 107,931 18,133 2001 237 237 113,083 90,466 107,931 17,465 2002 237 237 113,668 90,935 107,931 16,996 2003 237 237 114,254 91,403 107,931 16,528 2004 227 227 114,840 91,872 107,931 16,059 2005 227 227 115,401 92,321 107,931 15,610 2006 227 227 115,962 92,769 107,931 15,162 2007 227 227 116,522 93,218 107,931 14,713 2008 227 227 117,083 93,667 107,931 14,264 2009 227 227 117,644 94,115 107,931 13,816 2010 227 221 118,205 94,564 107,931 13,367 2011 212 211l 118,766 95,013 107,931 12,918 2012 110 1111 119,290 95,432 107,931 12,499 2013 101 1©\ 119,562 95,649 107,931 12,282 BUILD OUT 2014 BLD OUT BLD OC.Jl 119,811 95,849 107,931 12,082 --------·----·--------------------------------------------------------·---------------------------------~-----------------------TOTAL 46,154 I 2,333 I 48,467 I NOTES: (1) Dwelling units in Other Adopted Zone Plans are those projected in the LFMP for Zones 1-6, 8, 9, 11, 12, 19, 20, 22 and 24. Zones 1~and 15 are under technical review and the phasing schedule is included for planning purposes only. (2) Source -Exhibit 17. (3) Total adopted dwelling units include the adopted zones 1-6, 8, 9, 11, 12, 19, 20, 22, 24 along with Zone 7. Zones 14 and 15 are under technical review and the plnising schedule is included for planning purposes only. (4) Existing citywide population is the base population wsed for projecting Adopted zone Plan Populations. (5) 58,000 square foot expansion of South Carlsbad Librar~. Expiration of lease on 5,900 square feet. (6) 8,000 square foot expansion of North Carlsbad Library,,. (7) 17,331 square foot additional library for build out. 70 EXHIBIT 28 ZONE 7 • LIBRARY FACILITIES FINANCING MATRIX AS OF 1/1/89 FUNDING OPTIONS ESTIMATED I FACILITY AMOUNT COST TIMING I FIRST SECOND THIRD NOTES !============-======= ·-======-=~===-==========-===-===.....:~,=-========-===========-==========. ======================================--=----===·-================--=, I LIBRARY FACILITIES I l·················-·-·······························-························································································-····-····················I I . I 1. Library Remodel I 8,000 sf I $3,948,000 I 1994·99 I •city· PFF · · I I I I I I I I I I I I I I 2. Library • For Build I I I I I I I I I Out Population I 17,331 sf I $5,060,000 I 1999+ I City • PFF I I I I I I I I I I I I I I 3 • Library • South I I I I I I I I I Carlsbad I 58,000 sf I $28,100,000 I 1989-1999 I City • PFF I I · ! I I ,,...,----------I I I I . I I I TOTAL LIBRARY COSTS $37,108,000 I I f f I f --------------------------·------------------------.-----------------------------------------------------------·--------------------------------=-.... ----------.------------ 71 WASTEWATER TREATMENT CAPACITY I. PERFORMANCE STANDARD Sewer treatment plant capacity is adequate for at least a five year period. II. FACILITY PLANNING AND ADEQUACY ANALYSIS A. INVENTORY Wastewater Treatment in the City of Carlsbad is provided by three independent agencies: The City of Carlsbad Sewer Service District, Leucadia County Water District (LCWD) and Vallecitos Water District (VWD) as shown on Exhibit-29 on page 73. Wastewater Treatment is provided primarily at the Encina Water Pollution Control Facility (WPCF) and also by satellite treatment facilities. OWnership as well as wastewater treatment capacity of the Encina WPCF is shared on a percentage basis by six independent sewer districts. Exhibit 30 lists the six agencies and their permitted treatment capacity at the Encina WPCF as follows: Exhibit 30 EICINA IFCf CAPACITY JIIIALYSIS -·------------------------------------------------; -----~--------------~-----------------------·------~------· I 1' Satellite Available capacity Remaining! I Percent capacity at Treatment Treatment Adjusted Existing Treataentl I OWnership Encina MPCF capacity capacity For Leases Flow capacity I I Agency I (MGD) (MGD) (MGD) (MGD) (MGD) I l··············l···········-······················-··················-·············--························I I Notes: I (2) (3) I l··············I···················-·--··-······························-·····-·· ····························I I Vista I 30.00 6.75 6.75 4.35 3.99 0.36 I I Carlsbad I 25.40 5.72 1.20(1) 5.72 6.92 5.83 1.09 I I Buena I 4.59 1.03 1.25 2.28 1.90 1.79 0.11 I I Vallecitos I 17.78 4.00 2.00 6.00 6.00 3.94 2.16 I I Leucadia I 16.67 3.75 0.75 4.50 6.23 3.95 2.28 I I Encinitas I 5.56 1.25 1.25 1.10 0.91 0.19 I I l······-········--········-···········--······················································I I TOTAL I 100.00 22.50 5.20 26.50 26.50 20.41 6.19 I NOTES: 1. Currently not operational. 2. SUT1118ry of leases: 1) Vista to Carlsbad 1.2 MC'.O; 2) Vista to LCW 1.2 MGO; 3) Buena to LCWD 0.375 MGO; 4) Encinitas to LCW 0.15 MGO. 3. As of July, 1989. 72 CALAVERA HILLS RECLAMATION/TREATMENT FACILITY (Existing But Not OperatlonaU 15 8 TY "CARLS • • L .. -if RVICE -A~e _, ' --EN~I~ WATER POl.'LUTIO_N _ CONTROL FACILITY ' GAFNER WASTEWATER RECLAMATION FACILITY MEADOWLARK RECLAMATION FACILITY WASTEWATER FACILITIES: ' o•;::J. • • . :~_ . .l .--~;1••. ,i , : _tYALLECIT-08 WDIR .. ;DISTiHct . ,~ -ERVf___ AR■A· ••• • I. --·co'UNTY WATER DISTRICT - 'SEWER-SERVICE, AREA 12 11 ,- • WASTEWATER TREATMENT PLANT-EXISTING NOTE: ALL LOCATIONS ARE APPROXIMATE. Currently, the Encina WPCF has capacity to treat 22.5 million gallons per day (MGD). Ultimately, this facility will be able to treat up to 45 MGD. As shown below, Carlsbad Sewer Service District owns limited treatment capacity in a smaller localized satellite treatment facility: Carlsbad sewer Service District: Percentage of Encina Capacity (25.4) Calavera Hills Treatment Facility7 5.72 MGD 1.20 MGD TOTAL CAPACITY 6.92 MGD Capacity at the Encina WPCF is separated into two categories: treatment capacity and outfall capacity. This analysis will deal primarily with treatment capacity·. ---- The Encina Ocean Outfall is a drainage line that transports the treated sewage (effluent) from the Encina WPCF and satellite facilities and discharge approximately 8,900 feet into the Pacific Ocean. currently, the Encina Ocean outfall has a 40.5 million gallons per day (MGD) capacity. The outfall capacity is shared by six sewer districts and is projected to provide sufficient capacity to the year 2000. Outfall capacity just as treatment capacity, is shared on a percentage basis by the six sewer ·service districts. 1. 7 Existing Facilities: The City of Carlsbad has capacity available at two wastewater treatment plant facilities. Primary treatment capacity is provided through Encina • WPCF which is a regional facility owned by six member agencies. The current rate of capacity of Encina WPCF is 22.5 MGD of which Carlsbad.retains ownership of 25.4 percent or 5.72 MGD. The City of Carlsbad also holds title to the Calavera Hills Wastewater Treatment Plant which has a capacity of 1.2 MGD. The Calavera Hills Facility is not operational at this time and would require approximately $2. 33 million to make it operational. Operation at the Calavera Hills Plant is estimated to cost $360,000 per year. · Comparable treatment at the Encina WPCF is estimated at $135,000 per year. The Calavera Hills Plant is not economical to operate for treatment capacity except in the absence of needed capacity at Encina WPCF. Currently not in operation. 74 B. c. PHASING Exhibit 31 on page 7 6 shows the existing and projected ,. demand and treatment capacity for Carlsbad Sewer Service District. Existing demand is 5.68 MGD8 with current capacity at the Encina WPCF at 5.83 MGD. With the addition of Phase IV expansion of Encina WPCF in 1992, Carlsbad's capacity at Encina WPCF will become 9.24 MGD (25.68%). With the addition of Phase IV expansion of Encina, total capacity at Encina will become 36.00 MGD. 1. Phasing and Service Demand Wastewater treatment service area population projections for the Encina WPCF service district is depicted in the following chart: ENCINA WPCF PLAN SEWER SERVICE AREA POPULATION PROJECTIONS 9 Year Service 1980 1990 nu 2000 Vista 35,300 46,200 49,100 52,700 Carlsbad. 24,400 56,500 69,000 81,500 Buena 5,500 15,900 22,800 24,100 Vista 10 0 . 3,000 6,100 6,100 Vallecitos 20,800 45.,000 49,000 53,000 Leucadia 25,000 48,000 61,000 74,000 Encinitas 7,000 8,300 8,900 9,500 ------------------------- TOTAL 118,000 222,900 265,900 300,900 ADEQUACY FINDINGS Exhibit 31 on page 76 estimates the necessary treatment capacity needed to accommodate growth within the Carlsbad sewer service area to the year 1995. 8 9 10 Carlsbad sewer Service District currently assumes a flow rate of 220 gallons/EDU. Projections approved by Joint Advisory Committee January 28, 1987. Portion of the City of Vista served by Buena Sanitation District. 75 ---l. EXHIBIT 31 ZONE 7 CARLSBAD SERVICE AREA DEMAND AND AVAILABLE WASTEWATER TREATMENT CAPACITY . ,. ------------------~·---------------------···············································---------------- !STATUS FLOW AT 220 ENCINA LEASED TOTAL I ENO OF SERVICE AREA GAL/EDU CAPACITY CAPACITY CAPACITY ADEQUACY/ I YEAR EDU'S (M.G.0.) (M.G.D.) (H.G.D.) (M.G.O,) (INADEQUACY) I I NOT ES: I I ( 1 ) ( 2) I I 1--------------------------------------------------------------------------------------------------------1 !EXISTING J J 1988 J 25,818 5.68 I 5.72 0.6 6.32 0.64 I 1--------------------------------------------------------------------------------------------------------1 IPROJECTEDI I 1989 I 27,045 5.95 I 5.72 0.6 6.32 0.37 I I I I 1990 I 2a,31a 6.23 I 5.72 o.s 6.52 0.29 I I I I 1991 I 29,545 6.50 I 5.12 1.2 6.92 o.42 I I I I 1992 I 30, m 6. 77 I 9.24 o.o 9.24 2.47 I I I I 1993 I 32,045 1.05 I 9.24 0.0 9.24 2.19-J-- I I t 1994 I 33,682 7.41 t 9.24 o.o 9.24 1.a3 I I I I 1995 I 34,500 7.59 I 9.24 o.o 9.24 1.65 I NOTES: 1. Projected EDU's adjusted for an assuned three·percent vacancy rate. 2. HGD a Millions of Gallons per Day. 76 As can be seen on the previous chart, capacity at the Encina WPCF would be reached approximately in the year 1989. Options exist to provide interim treatment capacity which would allow Zone 7 as well as the city's sewer service area to meet the performance standard. The City Council in May 1987 adopted an action plan for sewer treatment capacity. This action plan is as follows: 1. Monitor Encina Treatment Plant flows on a monthly basis to determine actual flow rates and to have an early warning of capacity problems. 2. Actively pursue acceleration and phasing of treatment plant Phase IV expansion to provide adequate capacity. 3. . When Carlsbad's share of Encina flow has reache-cr 5. 25 MGD, actively seek lease capacity from other Encina agencies. 4. When Carlsbad Encina flows reach 5.45 MGD, proceed to activation of the Calavera Hills Reclamation/Treatment Facility. Plant to be activated when more cost effective treatment measures are no longer feasible and Carlsbad Capacity at Encina has. been reached. On September 13, 1988 the Carlsbad City Council approved a Treatment Capacity Lease Agreement with the City of Vista. The lease provides up to 1.2 MGD of additional Treatment Capacity at Encina . WPCF for the Carlsbad Sewer • Service District. As indicated on Exhibit 31, this lease will provide adequate Treatment Capacity until the complet1on of the Phase IV Expansion of the Encina WPCF. With the increase in available treatment capacity due to the lease with the City of Vista, there ·exists· adequate treatment capacity for the Carlsbad Sewer Service District so that conformance with the adopted performance standard will be maintained. 77 ,--l'II. MITIGATION v. --· ri Special Conditions ; The following actions shall be pursued . jointly by each sewer district to ensure adequate wastewater treatment capacity through the year 2000: A. Monitor Encina treatment plant flows on a monthly basis to determine actual flow rates and to have an early warning of capacity problems. B. Actively pursue acceleration and phasing of treatment plant Phase IV expansion to provide adequate capacity. c. The six member agencies shall form an agreement to max1mize the utilization of available treatment capacity at Encina WPCF. FINANCING Sewer connection fees provide the primary source of funding for both sewer line upgrades and expansion of treatment plant capacity. The timing of sewer facilities upgrades and the mechanism of financing are critical to.analysis of the adequacy of funding for plant expansion. Carlsbad Sewer S~rvice District has projected Capital Improvement Funds to pre>vide for needed facilities. Exhibit 32 on page• 79 ;shows a facility financing matrix .for this facility. This matrix summarizes the individual facility to be financed, its estimated cost and timing of construction, the existing budgeted CIP monies available for the facility and the future funding options. 78 FACILITY EXHIBIT 32 ZONE 7 -WASTEWATER FINANCING MATRIX AS OF 1/1/89 FUNDING OPTIONS ESTIMATED COST ----------------------------------------------------------------- TIMING I FIRST SECOND THIRD NOTES f==-=================-=========--==--==========~=========--=-=========-==--=======================~-~==========-=============-~•=======-----=--·i===============------1 I WASTEWATER FACILITIES I ,----------------------------------------------------------------------------~-----------------------------------------------------------------------------------------, I 1. Encina outfall Upgrade I $9,685,000 I 1994-1999 I ·Sewer Fees I I I I I I I I I I I I I 2. Encina Phase IV Expansion I $29,396,000 I 1989-99+ I Sewer Fees I I f .· I I I I I I I I I I 3. Encina Sol ids Management I $7,488,000 I 1989-99+ I Sewer Fees I I I I I -------------I , I I I I I I TOTAL WASTEWATER COSTS $46,569,000 I I I I I I ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- 79 PARK FACILITIES I. PERFORMANCE STANDARD . ,. Three acres of Community Park or Special Use Area per 1, 000 population within the park district, must be scheduled for con- struction within a five year period. II. FACILITY PLANNING AND ADEQUACY ANALYSIS Park facilities are addressed on a park district basis. There are four park districts which correspond to the four quadrants of the City. zone 7 is located in Park District 2 as shown on Exhibit 33 on page 81. A. INVENTORY 1. Existing and Build out Park Demand: The projected population for Park District 2 comes from Exhibit 18 on page 48. Park District 2 Existing (1/1/89) Build Out (2013) Projected Population 10,084 22,343 Performance standard Park Demand (acres) 30.25 67.03 Of this, the Zone 7 existing and projected build out population and demand is: Zone 7 Existing (1/1/89) Build Out (1995) 80 Projected Population 2,721 5,769 Performance standard Park Demand {acres) 8.16 17.30 • r PARK DISTRICTS !Northwest Quadrant -Park District 1· Nor.theast . Quadrant -Park District 2 Southwest ·auadrant -Park District 3 Southeast Ouadranf -Park District 4 A-MACARIO PARK (FUTURE) • • 15 L_ 2. • • • • m GROWTH EXHIBIT 33 ~---:--:---------W---M;..:..:.:...;A;.;...;;N;.;...;A~G=E=M-=-=E~N-=-=T'----------"P--=a==-r=-=-k --=D~ls::;..:tc:...;;rl'--ct.;;..;::s;__ ... NoscALE ·-:-PROGRAM Zone 7 2. Inventory of Existing Park Facilities In Park District 2: The inventory of existing parks listed below was approved on July 17, 1989 by the Parks and Recreation Commission. Larwin Community Park is scheduled for construction within five years (1991) and can be used to meet the adopted performance standard. Although the 1989-90 CIP schedules Larwin Park construction in 1991- 92, the funds ($2,530,000) will not be available until 1993-94. Since 1993-94 is within the five year increment specified in the adopted performance standard, the park can be used to meet the existing demand. These parks are shown on Exhibit 34 on page 83 and are the following: • Community Parks Calavera Hills Larwin TOTAL Special Use Areas Safety Center Ballfield Hope Elementary School TOTAL Type Active Active Passive Active TOTAL EXISTING FACILITIES 82 Ownership City City Ownership City CUSD Acres 16.16 22.20 38.36 Acres .2.00 ,2.80 4.80 43.16 acres LARWIN CITY OF OCEANSIDE HOPE ELEMENTARY COMMUNITY PARKS --CALAVERA HILLS CITY OF SAN MARCOS . --- SAFETY CENTER BALLFIELDS 18 Northeast Quadrant-Park District 2 ■ Existing Community Park • Future Community Park • Existing Special Use Area NOTE: ALL LOCATIONS ARE APPROXIMATE. GROWTH EXHIBIT 34 MANAGEM.~N,_,_T_.___ Park Locations ~.B.OGRAM _________ Zone 7 a-iii ········•·•----·----·-· -- 11 3. 4. Inventory of Projected Future Park Facilities: An inventory of projected parks was approved on July 17, 1989 by the Parks and Recreation Commission. Community Parks Macario11 TOTAL PROPOSED FUTURE FACILITIES ~ Active ownership City Acres 25.00 ==== 25.00 Projected Build out Adequacy/Inadeguacy of Park Facilities: 43.16 acres of park facilities are operational and can be applied toward meeting the adopted parks performance standard. The 25. o acres of projected future park facilities are proposed facilities per the city's adopted Parks Inventory. Macario Park is not scheduled for construction within five years (1999+) and thus, cannot be used to meet the adopted performance standard. Assuming the proposed facilities were scheduled and funded for construction prior. to build out, the projected build out adequacy/inadequacy of park facilities in Park District 2 is as follows: Existing Facilities Proposed Future Facilities Total Build Out Park Facilities Park District 2 Build Out Demand Projected Park District 2 Adequacy 43.16 25.00 68.16 acres 67.03 1.13 acres Macario Canyon Park is shown on Exhibit 33 on page 80. 84 EXHIBIT 35 ZONE 7 -PHASING OF PARK FACILITIES -PARK DISTRICT 2 ' -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------,---------------I 1 · ........... '."'.'.'.. '. :~;;; ;; . ;~;~'.'.'.. '.'.'.'.'. ................. : ........ ___] ~''. T~. ~~. ~~~ '. :; ~ '. '.. ·~ • :'.? ~. ·~ '.~'. ~. L. .. · ;'t~:'. t:~ '.~ '. ~ ....... · I STATUS 2 5 7 14 15 16 18 25 ADOPTED PROJECTED POPULATION ADOPTED DEMAND SUPPLY (INADEQUACY) I YEAR YEARLY ADOPTED ADOPTED TOTAL PARKS PARKS ADEQUACY/ I I ' (AS OF 1/1) PHASED DU'S DU'S INCREASE POPULATION I (ACRES) (ACRES) (ACRES) I NOTES: (1) (2) (3) (3) 1~;;;;;;~-i---;4;---;------,989-;------;4;7--------o---~-,,o,--------;------;;o--------o------:-o--------,-;-------4:o;,-------4:;;-------,o:o~-------,o:084-,---;o:;;----43:;~---------;;:;;-1 j;;~;·i················i~·i········1··;~·;;;;······~;·······1······cl····························i·········;i·······ii!!i········;;J·······iii~·i···~:~····~:ii·········:i:E·I 1992 36 130 115 368 I 649 5,343 1,604 13,202 I 39.61 43.16 3.55 I I 1993 36 150 115 400 701 5,992 1,732 14,806 44.42 43.16 (1.26) 1994 21 150 115 400 I 686 6,693 1,695 16,538 I 49.61 43.16 (6.45) 1995 5 150 115 389 659 7,379 1,628 18,233 54.70 43.16 (11.54) 1996 BLD OUT 140 115 303 558 8,038 1,379 19,862 59.59 43.16 (16.43) 1997 BLD OUT 115 BLD OUT 115 8,596 284 21,241 63.72 43.16 (20.56) 19981 115 115 8,711 284 21,525 64.57 68.16 3.59 1999 115 115 8,826 284 21,809 65.43 68.16 2.73 2000 I 101 101 8,941 250 22,093 66.28 -68.16 1.88 2001 BLD OUT O 9,042 0 22,343 67 .03 68.16 1.13 20021 0 9,042 0 22,343 67.03 68.16 1.13 2003 0 9,042 0 22,343 67 .03 68.16 1.13 2004 I o 9,042 o 22,343 67.03 68.16 1.13 2005 0 9,042 0 22,343 67 .03 68.16 1.13 2006 1 · 0 9,042 0 22,343 67.03 68.16. 1.13 2007 0 9,042 0 22,343 67 .03 68.16 1. 13 20081 · . 0 9,042 0 22,343 67.03 68.16 1.13 2009 _ -o 9,042 o 22,343 67.03 68.16 1.13 2010 1 o 9,042 o 22,343 67.03 68.16 1.131 2011 I o 9,042 o 22,343 67 .o3 68.16 1.13 (5) 2012 I I o 9,042 o 22,343 67.03 68.16 1.13 I BUILD OUT 2013 BLD OUT BLD OUT BLD OUT 22,343 67.03 68.16 1.13 -------------------------;~;;~-------;:;;ii--------o----;:;;;----,:,;;----;:ooii-----------------------·--,-------~-;:042-------;:042--------------------;;:;4;·---------------------------------1 -------------------------------------------------------------------------------------------------------------------------------------------~------------------------------~--~~-,-------------~ NOTES:' (1) Source -Zone 2 LFHP, adopted June 16, 1987, C.C. Reso. No. 9123. (2) Source -Zone 5 LFHP, adopted August 4, 1987, C.C.· Reso No. 9188. (3) This plan is ll'lder technical review and the phasing schedule is included for planning purposes only. (4) Existing acreage includes Calavera Hills (16.16 acres), Hope Elementary (2.8 acres), the Safety Center Ballfield (2.0) and 22.2 acres for Larwin Park per the 1989-90 CIP. (5) 25.0 acres credit for Hacario canyon Park per the 1989-190 CIP. 85 B. PHASING Exhibit 35 on page 85 shows Park District 2 supply and park district demand based on Park District 2 population projections. These projections include the projected phasing schedules for Zones 14 and 15 since zone plans for these areas are currently under review by the City of Carlsbad. C. ADEQUACY FINDINGS Park District 2 conforms with the adopted performance standard until 1993. III. MITIGATION Special Conditions A. All development shall pay Park-in-Lieu Fees and Public· Facility Fees for Park District 2. B. No residential development shall -be allowed after 1992 unless actions have been taken by the City to construct additional park facilities. POTENTIAL SOURCES OF ADDITIONAL PARK ACREAGE In addition to the community parks and special use areas listed in the existing and projected inventory, the following schools could possibly enter into joint use ~greements with the-City of Carlsbad ·-when the schools are constructed: Potential Special Use Areas ~ Zone 7 Elementary School No. 2 Active Zone 14 High School Active Zone 14 Elementary School Active TOTAL Estimated ownership Acres CUSD 2.5 CUSD 10.0 CUSD 2.5 15.0 It is not proposed that these schools be used towards fulfilling the parks requirement in the northeast quadrant. It is however, acknowledged that these schools, when operational, could become 86 . ._ .. _ .. i --special use areas upon a written agreement between the respective school district and the City of Carlsbad to joint use playground facilities. When a joint use agreement is in effect these facilities may be used towards meeting the parks performance standard so long as the area is not used for temporary classrooms. This LFMP will need to be formally amended when this occurs. V. FINANCING The city's approved 1989-90 CIP contains the following funding for park facilities in Park District 2: Parle Projec;a; Larwin Macario (credit) 1991-92 $2,530,000 -1999+ . $7,000,000 As· shown, the only park facility to be-scheduled for construction within a five year period in Park District 2 is Larwin Community. Park. Although the .1989-90 CIP schedules Larwin Park construction in· 1991~92· for $2,530,000, the funds will not be available for construction purposes until 1993-94 •. Since 1993-~4 is within the five year increment specified in the adopted performance standard,. the park can be used to meet the adopted performance standard. The City .estimates this expenditure would a-llow approximately 22. 2 acres of. park to be constructed. . -Exhibit 36 Qn page 88 shows a facility financing matrix.for this facility. This matrix summarizes the individual ·facility to be · financed, its estimated cost . and timing , of · construction, the existing budgeted CIP monies availabl-e for the facility and the future funding options. 87 EXHIBIT 36 ZONE 7 -PARK FINANCING MATRIX AS OF 1/1/89 ' --------------------------------------------------------------------------------------------------------------------------------------------·---------------------------FUNDING OPTIONS I FACILITY AMOUNT EST~:~ED TIMING ,--;;;;;------------------;;~;~---------------;~;~~-----------1 NOTES I l========-=-=-=~==========--================~=::=:===-=-=·=====================================================-=======================--====-==============--=====---PARK FACILITIES -PARK DISTRICT 2 1-;:--~;;;;~;;~~----------------i ____________ i ______________ i ________________ i _______________________ i _____________________ i ________________ i _________________________ _ I 22.2 k~ I $2,530,000 I 1990·92 Chy • PFF I I -Larwin Park -Macario Park CIP Budget: 191-'92 1999+ 25 acres I TOTAL PARKS COSTS: S2,53O,OOO (Larwin) $7,000,000 (Macario) I I I I I S7,OOO,OOO I 1999+ City -PFF I -============I s9,s3o,ooo I IPFF -Public IFacil ities Fee ------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 88 ,,-- . r . DRAINAGE FACILITIES I. PERFORMANCE STANDARDS .. Drainage facilities must be provided as required by the City concurrent with development. II. FACILITY PLANNING AND ADEQUACY ANALYSIS Management Zone 7 is located within two watersheds, the Buena Vista Creek Watershed/Lagoon and the Agua Hedionda Creek Watershed/Lagoon. The natural drainage boundary between these watersheds is shown on Exhibit 37 on page 90. The primary information source for this report is -the -"Master Drainage Plan for the City of Carlsbad, california," dated June, 1980, prepared by VTN Southwest. This Master Plan sets.forth the comprehensive drainage systems necessary to meet the long-term needs of the City. In addition to the Master Drainage Plan, this analysis references the Hydrology Study for the Northeast Quadrant prepared by ·Dr. Howard Chang under the direction of · the City. The hydrology report provides additional analysis and mitigation measures for.a 100-year flood in the northeast quadrant. As was indicated in the Citywide· Facilities and· Improvements Plan, drainage is distinguished from all other publ,ic facilities · ~ and improvements because by its very nature it is more accurately assess;ed as specific development plans are finalized. However,. certain facilities may 'be necessary which are larger than those required from a single development project and, therefore, need to be identified so that the proper funding can be collected for the construction of these facilities. A. INVENTORY 1. Existing Facilities There are no existing major drainage facilities within the boundaries of Zone 7. 2. Proposed Build out Facilities The proposed major drainage facilities for the build out of Zone 7 are shown on Exhibit 38 on The storm drains transport the runoff appropriate basins, creeks and lagoons • 89 ultimate page 91. to the .;;l. K .. 24 . 8 t·· -----Jo"- • 13 . __ _;:) 5 .. _j A • Palomar ~ unsak~r GROWTH ~ MANAGEMENT I • ssac1at~[; PROGRAM San Diego, inc. NO SCALE 90 ,LEGEND DRAINAGE BASIN BOUNDARY STORM DRAIN * CREEK FLOW LINE, DIRECTION OF FLOW SEDIMENT DETENTION BASIN SIZE AS NOTED * EXHIBIT 37 Drainage Basin Boundaries Zone 7 ,. -:4ssociatf:$ ~.A:' Sa.n Diego, inc. 91 NO SCALE . . ' ~ I• • -i :Kr Oj/ ~, -~ !Aj~~i i I I • -~-'-~~;.:;,:c.v 1 0 \ • If '.-/ --,(~J . <:; . ....... ' • 11 , :!orr J.;..;~~ ' ' ( . \" BF .......... , ·······~···· ,( LEGEND, 1WATERSilED BOUNDARYl DRAINAGE BASIN BOUNDARY I PROPOSED STORM C>RAIN1 * DIRECTION OF FLOW! EXISTING STORM DRAIN I * SIZE AS NOTED] GROWTH MANAGEMENT EXHIBIT 38 DRAINAGE WATERSHED BOUNDARIES, PROGRAM Zone 7 The 30" and 36" storm drains shown crossing the southern and eastern boundary of Zone 7 are future improvements specified in the Master Plan. These particular. storm drain systems are planned to carry runoff from the Agua Hedionda Creek Watershed and outlet into the tributary drainage system that feeds into Agua Hedionda Creek. The location and sizes of the systems are preliminary at this time. The actual locations and sizes will be defined as the surrounding area develops. Flows confluent to these systems are accumulations from the many management zones inclusive to the Agua Hedionda Watershed Basin. Appendix A-4 provides an exhibit illustrating the proposed plan of the storm drains as specified in the Master Drainage Plan for the City of Carlsbad. ---· The following is a list of the proposeq. major storm drain facilities within Zone 7 as shown on Exhibit 38: No. Facility Description 1. An inlet and storm drain facility ranging in size from 3011 to 3611 along future College Blvd. to the Oceanside boundary. (See Facility No. 6 below.) 2. An inlet and outlet facility connected by a 30" storm drain (BH-1) crossing future College B.lvd. This system is to discharge along the flow line·of a natural drainage channel tributary to Agua Hedionda Creek. 3. An inlet and outlet facility connected by a 3611 storm drain. This system is to discharge along· the flow line of a natural drainage channel tributary to Agua Hedionda Creek. 4. An inlet and JO" storm drain facility to the Zone 7 boundary. This system is to discharge directly into Agua Hedionda Creek. This particular system is also specified in the Master Plan of Drainage as Facility BF. (See Facility No. 5 below.) Major storm drain facilities proposed in the Master Plan and hydrology report that are located outside of Zone 7 are shown on Exhibit 37 on page 90 and listed on the following page. 92 No. Facility Description 5. Proposed 54 11 storm drain which is a continuation of the ~011 storm drain and outlet from the Zone 7 boundary to the discharge point at Agua Hedionda Creek. The Master Plan specifies this as System "BF." (See Facility No. 4.) 6. Continuation of the 36" storm drain along future College Blvd. and connection to the existing 36" storm drain in Oceanside. (See Facility No. 1.) 7. Proposed 4811 and 42" storm drains which are a continuation of a 30" storm drain designated as Facility "BE" in the· Master Plan (replaces existing drainage channel). 8. Proposed upstream Zone 14 Road and sediment detention basin to be located of Rancho Carlsbad Mobile Home Park in (near the future intersection of Cannon College Boulevard). 9. Dredging of Agua Hedionda Creek from Calavera Lake Creek to the El Camino Real bridge. The location and size of the proposed storm drain facilities have been approximated for the purposes.of this plan. The actual locations and sizes will be defined as the surrounding area develops and the storm . runoff is analyzed according · to current .design standards. , The City is currently· in· the process of revising the Drainage Master Plan which is ;anticipated to be adopted towards the end of 1989. The updated version will analyze the adequacy of the existing storm drain facilities and propose the construction of specific major storm drain facilities so that future development will continue to conform with the adopted performance . standard as development occurs. In addition, the revised Master Plan will incorporate the 100-year flood analysis provided in the hydrology report prepared by Dr. Howard Chang. 93 -B. PHASING The approach to phasing taken by this Local Facilities Managem~nt Plan is based on ensuring that needed facilities are in place prior to or commensurate with development. Watershed boundaries are shown on Exhibit 38 on page 91 and correlate with the natural drainage basins of the proposed facilities within the Zone. There are two separate watersheds, labeled Watershed A and B, and thresholds for the major drainage facilities within each watershed can be easily established, thereby determining the appropriate mitigation measures. The watershed boundaries allow for independent review and development for the drainage -facilities within each boundary.-However, the city may require improvements outside of the watershed boundaries if deemed ·necessary to serve development. C. ADEQUACY FINDINGS Existing drainage facilities· currently do not meet the adopted performance standard for major storm drain facilities. The hydrology report prepared by Dr. Chang, has indicated that a potential drainage inadequacy exists in the event of a 100-year flood that will require construction of a detention basin and dredging of Agua Hedionda Creek. In addition to the facilities required by Dr. Chang's Hydrology Study, future development will. be required to construct any major drainage facilities identified in the current Master Plan at the time of development as determined by the City Engineer. The-revised Drainage Master Plan-may also require additional conditions at the time of development. The construction of these facilities will be a condition to the approval of future development in Zone 7 so that conformance with the adopted performance standard will be maintained. III. MITIGATION Special Conditions A. All future development . in Zone 7 will be required to construct any future Zone 7 storm drain facilities identified in the current Drainage Master Plan and revised Drainage Master Plan as determined by the City Engineer. Any facilities necessary to accommodate future development must be guaranteed prior to the recordation of any final map, issuance of a grading permit or building permit, for 94 B. any development requiring future storm drain facilities in Zone 7. Prior to the recorgation of the final map, issuance of grading permit or building permit, whichever occurs first for any specific village within Zone 7, the developers of that project are required to: 1. Pay the required drainage area fees established in the current Drainage Master Plan and; 2. Execute an agreement to pay any drainage area fees established in the forthcoming revised Master Drainage Plan. C. WATERSHED A 1. Prior to the recordation of the first final map, issuance of grading permit or building permit, whichever occurs first within Watershed A of Zone 7, the developers are required to financially guarantee the construction of the 36" continuation of the storm drain in College Boulevard northerly into the City of Oceanside. Financing: The cost of the proposed 36" storm drain is estimated to be $109,000. This storm drain is to be financed by the Developer of Watershed A. D. WATERSHED B 1. Prior to the recordation of the first final map, issuance of grading permit or building permit, whichever occurs first within Watershed B of Zone 7, the developers are required to financially guarantee the construction of the following storm drain facilities: a. JO" storm drain (BF) crossing into Zone 14 from Zone 7B. b. JO" storm drain crossing College Blvd. c. 36" storm drain (BH-1) crossing into Zone 14. d. 48" and 42" storm drains (BE) adjacent to Tamarack Avenue. 95 Financing: ..• The cost of the proposed storm drains within Watershed Bis estimated to be $435,475. These storm drains are to be financed by the Developer of Watershed B. 2. Prior to recordation of the first final map, issuance of a grading or building permit within Watershed B of Zone 7, the developers are required to guarantee Zone 7's proportional share of the following facilities to the satisfaction of the City Engineer: a. Sediment detention basin approximately 1-2 acres in size to be installed in Zone 14 upstream of Rancho Carlsbad Mobile Home Park. b. Restoration by dredging and lining of approximately 3, 500 feet of Agua Hedionda Creek from the Calavera Lake Creek to El Camino Real bridge. c. Provide a mechanism for the maintenance of. the sediment detention basin. ·prior to issuance of any building permits for dwelling uni ts draining south into Agua Hedionda Creek within Watershed B of Zone 7, the sediment detention basin and restoration of Agua Hedionda Creek shall be provided. Fina;ncinq: The cost of the proposed sediment detention basin is estimated to be $86,250 and the proposed cost for dredging and lining of Agua Hedionda·Creek is $644,000. 96 EXHIB,IT 39 ZONE 7 -DRAINAGE FINANCING MATRIX AS OF 1/1/89 ESTIMATED -----·-----------------~~~~~~~-~~~~~~~ ------------------------" I FACILITY . AMOONT COST TIMING I FIRST . SECOND THIRD I NOTES I =============-==-==-=====-~===---=-============--========--====-==-==-======-===============~=~======================================-=----==-==============--------- 1 DRAINAGE FACILITIES I ••••-••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••-•w••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• WATERSHED B: I I I I Sediment Detention Basin: 1-2 acres $86,250 Concurrent Developer Dredging of Aqua Hedionda creek:' 4211 -4811 Storm Drain 3011-3611 Storm Drain: 3011 RCP 3611 RCP B-1 Inlet Pipe Collar Subtotal 3011 Storm Drain: 3011 RCP B-1 Inlet HDWL (wing typ'e) Subtotal 3011Storm Drain: 30" RCP HDWL (wing t Sub Total WA WATER 3,000 LF 2,950 LF 200 LF 600 LF 1 EA 1 EA 500 LF 1 EA 1 EA 1300 LF 2 EA $644,000 $195,400 $16,000 $60,000 $3,000 $575 -------------, $79,575 $40,000 $3,000 I $4,500 -------------, $47,500 $104,000 $9,000 $113,000 ·s1, 165. 725 I W/Development. · I · Concurrent w/Development Concurrent w/Development Concurrent w/Development II II Concurrent 1- w/Devel opment I II Concurrent w/Development I Developer Developer Developer Developer Developer Developer Developer Developer Developer Developer Developer . 3611 RCP 1000 LF $100,000 concurrent Developer Siubject to reinilursement per the Drainage Mlaster Plan s1ubject to reinilursement p,er the Drainage Miaster Plan HDWL (wing type) 2 EA $9,000 w/Development Developer I Total WATERSHED A I I ----;1~9~~~~-I . I . I I -------------I i I TOTAL DRAINAGE COSTS $1,274,725 I I I ------------------------------------------------------------------------------------·--------------------------------------------------------------------------------- ' 97 I. CIRCULATION FACILITIES PERFORMANCE STANDARD No road segment or intersection in the zone nor any road segment or intersection out of the zone which is impacted by development in the zone shall be projected to exceed a Service Level c during off-peak hours, nor Service Level D during peak hours. Impacted means where 20% or more of the traffic generated by the local facility management zone will use the road segment or intersection. II. FACILITY PLANNING AND ADEQUACY ANALYSIS This analysis determines whether or not the circulation --system within Zone 7 conforms to the adopted performance standard. It will also address all circulation element road segments and intersections outside of Zone 7 impacted by twenty percent or more of the traffic generated by. Zone 7 to ensure conformance with the adopted performance standard. This section is based on the Traffic Analysis -Zone 7 Growth Management Plan report prepared by Weston Pringle and Associates, March 28, 1988. The report analyzes existing, 1990, 1995, 2000 and city build out conditions (2010). A. INVENTORY 1. Circulation Element Roads Within Zone 7. The existing arterial system serving Zone 7 is shown on Exhibit 40 on page 101. At present, the eastern-most extent of Elm Avenue and Tamarack Avenue end at their intersection within the boundary of Zone 7. At build out, sections of the following General Plan Circulation Element Roadways will be located within Zone 7: Road Segment, Classification College Boulevard: Major Arterial Northern Zone Boundary to Southern Zone Boundary Elm Avenue: Major Arterial Western Zone boundary to College Boulevard Tamarack Avenue: Major Arterial El Camino Real to Elm Avenue 98 2. Intersections Elm Avenue@ Tamarack Avenue Elm Avenue@ College Boulevard Identification of Impacted Road Segments and Intersections As stated in the performance standard, impacted road segments and intersections are those that have 20% or more of the Zone 7 traffic using them. Exhibits 41 through 45 on pages 102 through 106 show the estimated percentage of traffic leaving Zone 7 and the impacted road segments and intersections for existing traffic, 1990, 1995, 2000. and build out conditions. The road segments and intersections that are impacted by·zone 7 are as follows: Road Segments El Camino Real: North City Limit to Elm Avenue Tamarack Avenue to Cannon Road College Boulevard: Lake Blvd. to Elm Avenue Elm Avenue to Cannon Road Cannon Road: ·El Camino Real to College Boulevard Tamarack Avenue: El Camino Real ·to Elm Avenue I-5 Northbound Ramp to El Camino Real Elm Avenue: El Camino Real to Tamarack Avenue 99 Classification Prime Arterial Major Arterial Major Arterial Major Arterial Secondary Arterial Secondary Arterial Intersections Cannon Road/College Boulevard Cannon Road/El Camino Real El Camino Real/Elm Avenue El Camino Real/Marron El Camino Real/Tamarack Avenue Tamarack Avenue/I-5 Northbound Tamarack Avenue/I-5 Southbound B. PHASING The traffic circulation network and the projected impacts resulting from traffic generated from Zone 7 were analyzed by utilizing data from the following reports: 1. Circulation Facility -Local Facilities Management Plan Zone 7. 2. "Carlsbad Traffic Impact Fee Study," Barton- Aschman Associates,Inc. 3. SANDAG Series 6 Constrained General Plan Model. The traffic analysis prepared by Weston Pringle and Associates is a detailed study dealing with the specific traffic generated from within the boundaries of Zone 7. This study analyzes the impacts of traffic on existing and proposed road segments and intersections impacted by Zone 7. ·The report also proposes a mitigation plan to ensure conformance with the adopted performance standard through build out of Zone 7. The traffic analysis uses the proposed roadway system and intersection geometrics for the years 1990, 1995, 2000 and build out conditions as outlined in the City of ca~lsbad's Arterial Phasing Plan. The time increments are used more as bench marks than actual completion dates. If a future traffic analysis indicates · that the timing of the necessary improvements needs to be accelerated, the required.improvements must also be adjusted to guarantee that conformance with the adopted performance standard will be maintained. The City Arterial Phasing Plan recommended improvements and timing are shown in Appendix A-5. The Barton-Aschman Study and the SANDAG projections were used as reference data in the analysis of Zone 7 traffic. The Barton-Aschman Study is used to determine the existing and existing plus committed traffic projections while SANDAG is used to analyze the build out projections. 100 HWY Marron 15 . ~ unsak,,, . ~ . GROWTH • rj c_; :ssaciatey. MANAGEMENT Sa.n Diego, inc. NO SCALE PROGRAM 101 -1····- .. P ~ .. 17 • . ( • ··-, . L ... -,_ __ J I LEGEND· ---PRIME ARlERIAL -EXISTING ---MAJOR ARlERIAL-EXISTING, _, __ SECONDARYARlERIAL -EXISTING ----PRIME ARlERIAL -PROPOSED ----'MAJOR ARlERIAL-PROPOSED ----SECONDARYARlERIAL..; PROPOSED EXHIBIT 40 Circulation· Zone 7 -- •• -----i_ •. ----........ 15 .. --··---··--• ' LEGEND EXISTING STUDY AREA MAIN ARTERIAL 15% PERCENT OF PROJECT TRAFFIC ON ROAD SEGMENT m GROWTH EXHIBIT·4·:1 ~=:;:::::----...._•..--W--~M.;;.:..:A:...;:;:N:...:.:A~G=E=M::.:..:E=N..:...I----=C..:.::.IR..;:.;:C::;..;::U::.::L:.:;..;A:..:...Tl::..;:O__;N __ /~Dl:..;::S;..:..T.:..=:Rl=-=B-=U ....... T:r...:10~N NO sCAll! PROGRAM Zone 7 tr 4 102 13 . . • Palomar . . . . 15% .. ---,_ .. ~ .. 10% 15 ---··--- LEGEND YEAR 1990 MAIN ARTERIAL 15% PERCENT OF PROJECT TRAFFIC ON ROAD SEGMENT m GROWTH EXHIBIT 42 ~==~~---•----W-----=-M.:...:.;A~N:...!.!A~G=E=M~E=N_,,_T,.___,:C~I R...::..;:C::;...;:U::;..:L~A.:..:..T=-=10'-"--N;:;.;.../=-D=-=I S;....:..T.c....;.Rl~B __ U ____ T__,al O~N NO scALF. PROGRAM Zone 7 ---~-=-=-=.:....:::.:...:..:..;:...: ____________ __,__ • Q 103 15% 13. . : .. .. • Palomar . . •• ----i_ •. ~ ZONE 7 --~··1 • • ·7 • 15 .. --··---··--" YEAR 1995 LEGEND MAIN ARTERIAL PERCENT OF PROJECT TRAFFIC ON ROAD SEGMENT m GROWTH EXHIBIT 43 ~~-=--=-:-:---------W--~M:.:...:A:.!..:N:.:..:A~G=E=-M~E~N ....... T-=C.:.;.IR..:...::C:;...:;:U:;..;:;;L;;.:...A.;..;.:r..:...::10:;;..;;.N..;.;../-=D..;;..;IS~T==--R;::;..;;IB"'-'U~T::..a.lO ____ I' PROGRAM Zone 7 a NO SCALE 104 10% LEGEND MAIN ARTERIAL 15% PERCENT OF PROJECT TRAFFIC QN ROAD SEGMENT 10% 15·% ZONE 7 YEAR 2000 .. ~ .. l 15 • . m GROWTH EXHIBIT 44 ~:-=~:---....__• -W----!M.!!..!A:...:.:N~A~G=E~M.!.l'..!El:::!.!N~IL-.-:l!C~I R~C::..:U:.:L::.:.A.:..:.J'..:..::I O~N~/..:;.O..:..::1 S~T-=--=R~I B;;...;::U~T""-"1O::;..:..;:.N t a No SCALE PROGRAM Zone 7 105 10% 10% 15 • • CITY BUILDOUT-YEAR 2010 LEGEND 15% tr MAIN ARTERIAL PERCENT OF PROJECT TRAFFIC ON ROAD SEGMENT .. m GROWTH EXHIBIT 45 ~===------•--W--.....:M:.:.:..=...::A~N~A-=G=EMu.i-=E.i..:.N ...... T__,;C:::..:.l.:..:R-=C-=U=LA:...:.T::...:..1O=-=-=-N~/ D:::..:.l=-ST~R-=l-=-B=-:UT==-'l._..O-:...:N Ho scAlE PROGRAM Zone 7 ... 108 The purpose of this analysis is to evaluate impacted road segments and intersections serving Zone · 7 and propose a mitigation plan if these facilities are determined to operate below the adopted performance standard. The phasing of development and analysis of traffic impacts will be monitored on an annual basis. However, for the purpose of this study, the timing of the necessary improvements will be presented in the following increments: Improvements needed now Improvements needed prior to 1990 Improvements need~d prior to 1995 Improvements needed prior to 2-000 Improvements needed prior to Build Out The phasing schedule noted above shall not limit needed traffic improvements to the years mentioned. If a future traffic analysis indicates that the timing of the necessary improvements has changed, the required improvements shall also be adjusted to guarantee that conformance with the adopted performance standard will be maintained. C. ADEQUACY FINDINGS This . section will analyze the existing and proposed intersections and road segments affected by the traffic generated from Zone 7. In accordance with the adopted performance standard, the ·existing and proposed traffic facilities within and surrounding Zone 7 will be identified.- ·by an evaluated level of service. The performance standard: determines that during peak hours a level of service A-Das acceptable and a level of service of E or worse to be · unacceptable. :tf a facility is determined to fail to meet the standard, a mitigation program must be prepared so that the facility will operate at an acceptable. level of service. The proposed mitigation program will be discussed more thoroughly later in this report. The City of Carlsbad utilizes a two-tier evaluation to analyze the level of service for road segments. The two methods utilized are as follows: 1. Daily Capacity 2 • Peak Hour Volumes The first level of analysis determines an approximate off peak level of service using a ratio of existing Average Daily Traffic (ADT) to an assumed average roadway capacity. This volume to capacity ratio provides an indication of 107 level of service {A-F) of the road segments. This method is a very generalized approach in determining levels of service and is used as an indicator of the off peak level of service. According to the adopted performance standard, no road segment or intersection impacted by traffic generated from Zone 7 shall exceed a Level of Service c during off peak hours or a Level of Service D during peak hours. The daily capacity method, as described above, analyzes a road segment for a daily average volume and is not an indicator of peak hour volumes. Therefore, in conjunction with the performance standard, the evaluated levels of service utilizing the daily capacity method is indicative of off peak operating levels and a Level "Of Service C will not be exceeded. The second level of review for road segments analyzes peak hour capacities. This is a more detailed analysis and is performed when it can be_ shown that the road segment is functioning at a capacity greater than the assumed capacity. This method utilizes traffic counts during peak hours to determine the appropriate level of service. This more detailed analysis is used to more accurately project the timing of failure of. the road segment. This allows the needed improvements to be scheduled so that conformance with . the adopted performance standard will be maintained. Traffic conditions for existing, the year 1990 plus Zone 7, the year 1995 plus Zone 7, and the year 2000 plus Zone 7 and build out · are shown below. The level of service for impacted roadways and intersections are indicated and, if needed, recommended circulation improvement· needs are identified. 108 1. ANALYSIS OF EXISTING CIRCULATION CONDITIONS Existing Traffic Volumes and Capacity The existing roadway volumes and capacity of impacted road segments are the following: Roadway Capacity El Camino Real: City Limit to Elm Avenue Elm Avenue: El Camino Real to Pontiac Pontiac to Victoria Victoria to Tamarack Avenue Tamarack Avenue: I-5 N-Bound Ramp to Adams Adams to El Camino Real El Camino Real to Elm Avenue 55,560 33,340 22,230 33,340 27,780 16,670 27,780 Volume 33,400 10,500 3,400 3,400 15,400 12,620 9,000 YLJ;. LoS .60 A .10 A .55 .76 .32 A C A The existing inter~ection level of service for impacted intersections are the following: AM Peak Intersection Los El Camino Real/Elm Avenue A El Camino Real/Marron A El Camino Real/Tamarack Avenue A Tamarack Avenue/I-5 N-Bound A Tamarack Avenue/I-5 S-Bound A Elm Avenue/Tamarack Avenue A PM Peak LoS A A A A A A Under existing conditions, al 1 impacted roadways and intersections are operating at adequate levels of service to meet the adopted performance standard. 109 2. ANALYSIS OF 1990 CIRCULATION CONDITIONS 1990 Traffic Volumes and Capacity The level of service for the impacted roadways for 1990 are as follows: Roadway Capacity Volume V/C r.os College Blvd. : Lake Blvd. to Elm Avenue 44,450 5,500 .12 A El Camino Real: Tamarack Avenue to Cannon Road 33,340 22,400 .67 B Elm Avenue: El Camino Real to Pontiac Drive 33,340 13,700 .44 A Pontiac Drive to Victoria Avenue 22,230 6,400 .29 A Victoria Avenue to Tamarack Avenue 33,340 6,400 .19 A Tamarack Avenue to College Boulevard 33,340 6,700 .20 A Tamarack Avenue: El Camino Real to Elm Avenue 27,780 13,400 .48 A The intersection level of service for the impacted intersections for 1990 are as follows: Intersection ·AM Peak LoS Cannon Road & El Camino Real El Camino Real & Elm Avenue El Camino Real & Tamarack Ave. Elm Avenue & Tamarack Avenue Elm Avenue & College Boulevard A A A B A PM Peak IQ§. A A A A A All impacted roadways and intersections are operating at adequate levels of service in 1990 to meet the adopted perf9rmance standard. 110 3. --- -- ANALYSIS OF 1995 CIRCULATION CONDITIONS 1995 Traffic Volumes and Ca:gacity .. The level of service for road segments impacted by Zone 7 traffic in 1995 is as follows: Roadway Ca:gacity Volume V/C Los College Boulevard: Lake Boulevard to Elm Avenue 44,450 10,600 .24 A Elm Avenue to Cannon Road 22,230 7,950 .36 A Elm Avenue: El Camino Real to Pontiac Drive 33,340 18,100 .54 A Pontiac Drive to Victoria Avenue 22,230 9,600 .43 A Victoria Avenue to Tamarack Avenue 33,340 9,600 .29 A Tamarack Avenue to College Boulevard 33,340 10,100 .30 A Cannon Road: El Camino Real to College Boulevard 44,000 22,000 .so A The level of service for intersections impacted by Zone 7 traffic in 1995 are as follows: Intersection AM Peak Los Cannon Road & College Blvd. Cannon Road & El Camino Real College Boulevard & Elm Avenue El Camino Real & Elm Avenue Elm Avenue & Tamarack Avenue A B A A A PM Peak Los A C B B A All impacted roadways and intersections are operating at adequate levels of service in 1995 to meet the adopted performance standard. 111 4. ANALYSIS OF YEAR 2000 CIRCULATION CONDITIONS 2000 Traffic Volumes and Capacity The level of service for impacted road segments in the year 2000 is as follows: Roadway Capacity Volume College Blvd.: Lake Boulevard to Elm Avenue Elm Avenue to Cannon Road Elm Avenue: El Camino Real 44,450 44,450 to Pontiac Drive 33,340 Pontiac Drive to Victoria Avenue 22,230 Victoria Avenue to Tamarack Avenue 33,340 Tamarack Avenue to College Boulevard 33,340 11,900 8,650 20,400 10,600 10,600 10,700 ~ .26 .19 .61 .48 .32 .32 A A B A A A The level of service for intersections impacted . by Zone 7 traffic in 2000 are as follows: Intersection AM Peak LoS Cannon Road & College Boulevard College Boulevard & Elm Avenue El Camino Real & Elm Avenue Elm Avenue & Tamarack Avenue A A A A PM Peak; ·Los· A ·, B A A All impacted roadways and intersections are operating at adequate levels ,of service in 2000 to meet the adopted performance standard. 112 ANALYSIS OF BUILD OUT CIRCULATION CONDITIONS 4. Build Out Conditions: Future long-term traffic volumes at build out of the city were obtained from the Carlsbad Transportation Model, March 1987, prepared by SANDAG. Listed below are the road segments impacted by Zone 7 at build out and the level of service: A) Road Segments: Roadway College Boulevard: Lake Boulevard to Elm Avenue Elm Avenue to Cannon Road Elm Avenue: El Camino Real to Pontiac Drive Pontiac Drive to Victoria Avenue Victoria Avenue to Tamarack Avenue Tamarack Avenue to College Boulevard capacity volume 44,450 42,000 44,450 36,000 33,340 18,850 33,340 11,150 33,340 11,150. 33,340 17,750 *See analysis on page 114. .94 E* .80 C .56 A .33 A .33 A ·.53 A · The level of service for intersections at build out are as follows: Intersection Cannon Road/College Boulevard El Camino Real/Elm Avenue Elm/Tamarack Avenue Elm/College Boulevard AM Peak Los D B A C PM Peak Los D B A C In accordance with the City's "Guideline and Instruction for the Preparation of LFMP Transportation Studies", a peak hour analysis is necessary for College Boulevard between Elm Avenue and Lake Boulevard. The results are as follows ( See Appendix 5 for detailed analysis): 113 College Boulevard/Elm Avenue College Boulevard/Tamarack (4 leg intersection) College Boulevard/Tamarack (T intersection) Builtl out AM PM C C B C D B The peak hour analysis listed above, indicates acceptable Levels of Service for all the intersections. In addition to the peak hour analysis, an evaluation of factors (i.e. side friction, compatible land use, etc.) that · may· ·affect circulation was performed to show conformance with city standards. Elm Avenue is proposed as a major arterial according to the city of Carlsbad's Circulation Element. At present, however, Elm Avenue from Pontiac Ori ve to Victoria Avenue ( fronting Village H) is currently a two-lane roadway. The Calavera Hills Master Plan indicates that construction of Elm Avenue from Pontiac Drive to Victoria Avenue will be provided by the developer at the time of development of Village H. The 1989-90 Capital Improvement Program projects $1,0SOiOOO in traffic tmpact fees for construction of Elm Avenue from Pontiac Drive to Victoria Avenue. 114 III. MITIGATION Special Conditions A. An on-going monitoring program shall be established to evaluate the aspects of improvements, development, and demand on circulation facilities. The required timing of improvements is based upon the projected demand of development in the zone and the surrounding region. This timing may be modified without amendment to this plan, however, any deletions or additions to the improvements will require amending this local plan. B. Prior to the approval of any tentative map for any future development within Zone 7, except for Villages Q, T and Ll, the specific alignment for College Boulevard ·· between ·Elm Avenue and Cannon Road must be established. This shall include the necessary environmental clearances and required public hearings so that construction of College Boulevard can accommodate future development. The funding for the construction of College Boulevard will be guaranteed as provided by Condition C below. c. Prior to the recordation of the first final map, issuance of grading permit or building permit, whichever occurs first1 within Zone 7, a comprehensive financing program guaranteeing construction of the following circulation improvements shall be approved: · · 1. IMPROVEMENTS NEEDED NOW No improvements are needed. 2. IMPROVEMENTS NEEDED BY 1990 a. College Boulevard College Boulevard £rom Elm Boulevard shall be constructed following improvements: Avenue to Lake to include the 1. Complete grading to ultimate right-of-way width to major arterial standards. 2. Construction of four through travel lanes including a fully landscaped median. 115 - b. c. 3. Improvement of Elm/College intersection to include the installation of a traffic signal when traffic signals warrants are met as .-determined by the city Engineer. Estimated Cost -$3,074,000 Completion Date -1990 Elm Avenue Elm Avenue from Tamarack Avenue to Glasgow Ori ve shall be constructed to major arterial standards to include the following improvements: 1. Construction of two additional through travel lanes including a fully landscaped median.· 2. Installation of a traffic signal at the intersection of Elm Avenue and Tamarack Avenue when traffic signals warrants are met as determined by the City engineer. Estimated Cost -$160,000 Completion Date -1990 Elm Avenue Elm Avenue from Glasgow Drive to College Boulevard shall be constructed to major arterial standards to include the following improvements: 1. Complete grading to ultimate right-of-way width to secondary arterial standards. 2. Construction of four through travel lanes including a fully landscaped median. Estimated Cost $535,000 Completion Date -1990 116 3. IMPROVEMENTS NEEDED BY 1995 a. b. College Boulevard College Boulevard from Elm Avenue to Cannon Road shall be constructed to include the following improvements: 1. Complete grading to ultimate right-of-way width to major arterial standards. 2. Construction of two through travel lanes including a fully landscaped median. 3. Improvement of Elm/College intersection. Estimated Cost -$3,773,000 Completion Date -1995 Cannon Road: El Camino Real to College Boulevard Cannon Road from El Camino Boulevard shall be constructed following improvements: Real to to College include the 1. Grading of Cannon Road to · ultimate right-of- way width to major arterial standards. 2. :construction of two through lanes including a ·fully landscaped median. 3. Improvement of El Camino Real/Cannon intersection. 4. Improvement of College/Cannon intersection. Estimated Cost -$3,450,000 Completion Date -1995 117 - -- -- 4. IMPROVEMENTS NEEDED BY 2000 a. College Boulevard College Boulevard from Elm Avenue to cannon Road shall be constructed to include the following improvements: 1. Two additional lanes necessary to complete full width improvements to major arterial standards. 2. Improvement of Elm/College intersection. Estimated Cost -·$1,220,000 Completion Date -2000 5. IMPROVEMENTS NEEDED BY BUILD OUT a. IV. FINANCING Elm Avenue -Pontiac Drive to Victoria Avenue Elm Avenue from Pontiac Drive to Victoria Avenue shall be constructed to include the following improvements: 1. Two additional lanes necessary ' to complete · full width improvements to major arterial standards. Estimated Cost -$1,391,500 Completion Date -Build out Exhibit 46 on page 119 shows a facility financing matrix for this facility. This matrix summarizes the individual facility to be financed, its estimated cost and timing of construction, the existing budgeted CIP monies available for the facility and the future funding options. 118 EXHIBIT 46 ZONE 7 · CIRCULATION FINANCING MATRIX AS OF 1/1/89 --------------------------------------------------------------------------------------------------------------------------------------_________ , ________________________ _ Elm -Tamarack to Glasgow Elm· Glasgow to College 2. IMPROVEMENTS NEEDED BY 1995 College • Elm to Zone Boundary I 2 lanes Zone Boundary to Cannon 2 lanes Cannon· ECR to College 2 lanes 3. IMPROVEMENTS NEEDED BY 2000 College • Elm to Zone BOU'ldary 2 lanes Zone Boundary to Cannon 2 lanes S160,000 S535,000 S2,850,000 $923,000 S3,450,000 $915,000 S305,000 1990 1990 1995 1995 1995 2000 2000 Developer Developer Developer Developer Developer FUND I NG OPT! ONS Assessment District I Assessment District I Developer I Developer Assessment District 3. IMPROVEMENTS NEEDED BY 8/0 I Elm -Pontiac to Victoria 2 lanes S1,391,500 I 2013 Developer CITY -TIF •1 I (1) · · . TOTAL CIRCULATI~N COSTS -;;;:~~;:;6-1 ·. . · · I · I . I ·. I -~:; :; :-;~;~;;~-------------------------------~ ------------------------------------... ----------------------------------------------------~ ---. ---------------~-----------, Road Segment: Elm Avenue· Pontiac to Victoria Traffic Signals: Cannon/ College College/ Elm ECR/ Cannon PFF $125,000 PFF $110,000 PFF $125,000 TIF $1,050,000 1999+ 1994-1999 1991-1992 1990-1991 ------------------------------------------------------------------------------------·•--------------------------------------------------------~--------------------------NOTE: (1) Difference in estimated cost and CIP funding will be the developers finan1cial responsibility. 11 9 -- FIRE FACILITIES I. PERFORMANCE STANDARD No more than 1500 dwelling units outside of a five minute response time. II. FACILITY PLANNING AND ADEQUACY ANALYSIS A. INVENTORY 1. Inventory of Existing Demand: A total of 127 existing dwelling units in zones 7 and 8 are presently outside a five minute response time-from Fire Station No. 3 and No. 5. The existing developments outside the five minute response time are itemized in Appendix A-6. A summary of fire demand is as follows: Existing Units outside Five Minute Response Performance Standard Unit Limit Dwelling Units Allowed Above Performance-Standard 127 -1,500 1,373 2. _ Inventory of Existing Fire Facilities: , At the present time, Fire Station No. 3 and No. 5 serve Zone 7. Fire Station #3 is located at 3701 Catalina Drive. Fire Station No. 5 is located in -the. city Safety Center. Both stations are shown on Exhibit 47 on page 121. This exhibit also shows the five minute fire response time within this area. A 30 mph average driving rate is used to determine the five minute response time. The five minute response time begins when the fire truck leaves the fire station. This is equivalent to a 2.5 mile driving distance from the fire station. 120 • - LEGEND ':1EXISTING FiRE, STATION ' !BOUNDARY OF FIVE MINUTE fa · . RESPONSE TIME FOR F.S. #3 BOUNDARY OF FIVE MINUTE RESPONSE TIME FOR F.S. #5 CJ-:. NJ1..s_aker ◄~ _ .ssnc1ate;; San Diego, inc. ·No SCALE 121 Marron GROWTH. MANAGEMENT PROGRAM -----12& D.U.'S OUTSIDE OF FIVE MINUTE RESPONSE TIME IN ZONE 7. 1 D.U. OUTSIDE OF FIVE MINUTE RESPONSE TIME IN ZONE 8. .. P~ . . __ ,,---L··1 ~..,__,(.:--e:4--~1~6-7-~F.S. #5 .. ........:::::::::::::::: .. ::,;;.,---r-- '17 EXHIBIT 47 Existing Fire Resgonse Time ZONE 7 3. Inventory of Future Approved Facilities: I Fire station No. 3 will be relocated eastward from its current location to an area adjacent to Elm Avenue and Tamarack Avenue within Zone 7. •"The city's five year Capital Improvement Program (CIP) has scheduled funding for the relocation during 1993-94. B. PHASING Fire Station No. 3 will provide fire support to Zone 7 until build out. The specific timing for relocation of Fire station No. 3 will depend on: 1) the rate of development within the northeast quadrant "and 2) the amount of development outside the five-minute response time of Fire station No. 3 • Per the performance standard for-f-ire facilities, no more than 1500 dwelling units may .exist outside the five minute response time of a fire station. Exhibit 48 on page 123 shows the five minute response time after relocation of Fire station No. 3, in addition to Fire stations No. 1 and No •. 5. As shown on this exhibit, no dwelling units within Zone 7 will be outside the five minute response time at build out. C. ADEQUACY FINDINGS zone 7 currently meets the adopted performance standard and will continue to meet the performance standard until build out. III. MITIGATION Special Conditions No special conditions. IV. FINANCDfG The City of Carlsbad's 1989-90 CIP schedules $451,000.00 for the design and construction of the relocated Fire Station No. 3. This station will be a 3,500 square foot facility of the same design as Stations 4 and 6. After the relocation, the existing Fire Station No. 3 building and site will be sold. 122 ~~~:-;--~H~W~Y:;~ff?r . 78 •• ---,- :; ## ## "' F.S. +1 LEGEND O 1PROPOSED FIRE STATION 'BOUNDARY. OF FIVE MINUTE [RESPONSE TIME FOR F.S. +3 11111111 BOUNDARY ·oF,FIVE MINUTE RESPONSE TIME FOR F.S. +1 000000 BOUNDARY OF FIVE MINUTE RESPPONSE TIME FOR F.S. #5 NO SCALE 123 ~# ., Q## fi[I#, ...... - ···:.•.•.·.••·::.•.•.• .. ' 13 •• -t!M" • Palom GRO\/!V H MANA EMENT PROG AM F.S. #3 .. -====:::::::-:-::::::---t-.. 17 EXHIBIT 48 Pro 0s11;)d Fire Response Time ZONE 7 I. OPEN SPACE FACILITIES PERFORMANCE STANDARD Fifteen percent of the total land area in the zone exclusive of environmentally constrained non-developable land must be set aside for permanent open space and must be available concurrent with development. II. FACILITY PLANNING AND ADEQUACY ANALYSIS Exhibit 49 on page 126 shows graphically the existing and approved performance standard open space within Zqne 7. Performance standard open space consists of 1) developed-open space areas within existing and approved projects and 2) unconstrained, undevelopedi open space throughout the remainder of the zone. Unconstrained undeveloped open space is land that will remain as permanent open space and is free of environmental constraints. Environmental constraints include: beaches, permanent bodies of water, floodways, slopes greater than 40%, significant wetlands, significant riparian habitats, significant woodland habitats, major power line easements, railroad track beds, and other significant environmental features as determined by the environmental review process. Slopes 25--40% and major powerline easements that are improved for open space purposes can· count for open space facilities. A. INVENTORY 1. 12 Inventory of Open Space Demand: During preparation of the Citywide Facilities and Improvements Plan, it was determined that Zone . 7 and certain other zones within the city are already developed and meet or exceed the requirements for Open Space and, therefore, an analysis is not needed in the LFMP. An inventory of Open Space, however, is provided to show the exact amount of open space available within the zone. The performance standard open space required to be provided for Zone 7 is 15 percent of the total land area that is exclusive of _environmentally constrained non-developable land. The total land area within Zone 7 that falls under this definition is 705.65 acres12 • See Exhibit 11 on page 31. 124 2. Zone 7's build out performance standard requirement for open space, therefore, is 105.8 acres. The existing and approved performance space demand and supply is itemized Exhibit 50 on page 127. standard open in detail on Currently, the existing and approved performance standard open space demand is as follows: Acres of Required Developed/ Performance Approved Standard Acres Open Space Existing 257.50 38.63 Approved 154.50 23.17 ----------- 412.00 61.80 The performance standard open space demand created by existing projects and approved projects in . Zone 7 is 61.8 acres. Inventory of Existing and Approved Open Space Supply: An inventory of the existing and approved performance standard open space supply is also shown on Exhibit 50 on page 127 and is summarized; as follows: Existing Approved TOTAL Acres of Performance· Standard Open Space 164.14 , 1.02 165.16 The total existing and approved performance standard open space supply is 165.16. The existing and approved performance standard. open space demand is 61.8 acres. Therefore, 103. 3 acres of open space are existing in Zone 7 in excess of the demand generated by existing 125 ZONE 25 ZONE 2 os-a ~\,. _____ C-.1.TY OF OCEANSIDE VILLAGE O, pt os-,., CT-84-37');(~>.;...."'l-v_1L_L_A_,a,_E_L .. 2-..._ os-~ .} 0 d Cl " Q VILLAGE J O o " 0 " 0 0 " VILLAGE B VILLAGE ez. F OE K os-u VILLAGE E1 VILLAGE X VILLAGE W CT-83-~--j ~ ~ : VILLAGE T' (1 I os- ::"~~:): :? os-31 ZONE 14 PERFORMANCE STANDARD OPEN SPACE ruEI ~ EXISTING APPROVED GROWTH EXHIBIT 49 ~f===:""......,......,~-~----------------------;M:;';A~N~A~G7E~M~E,,..,_N-'-'T~ ________ O.cc..=-pe=n~S::':::p:"'.:a-'-'.c:;-e -1~g~,~~:t.!t:~~~-------~"0~~~sc~A~c~• _________________________________ _.!Pc._1_R~O~G~R_!!'.:A~M!.!.'.. ________________ _!Z""'o~n~e"'--~7'-- 126 EXH!B[T 50 ZONE 7 • INVENTORY OF PERFORMANCE STANDA~D OPEN SPACE -----------------------------------------------------------------------------···--------··r---··- EXISTING: GEN PLAN SUB·AREA PROJECT RLM·t Village A RLM·2 Village B RLM·3 Village C RLM·4 Village G RLM·5 Village OP-1 RM·t Village D RM·2 Village J PROJECT NUMBER CT 76·12 CT 76·12 CT 81·47 CT 82·8 CT 83·21 CT 81·47 CT 82·16 ' PERFORMANCE PERFORMANCE STANDARD STANDARD PROJECT OPEN SPACE •OPEN SPACE ADEQUACY/ ACRES DEMAND SUPPLY (INADEQUACY) 10.40 1.56 o.oo 52.30 7.84 0.00 30.80 4.62 0.00 17.90 2.68 0.00 106.90 16.04 0.00 13.80 2.07 0.00 25.40 3.81 0.00 ----------------------------------------------------------------------------------------RESIDENTIAL SUBTOTAL OS 1 OS 2 OS 3 OS 4 OS 5 OS 6 OS 7 OS 8 OS 9 OS 10 OS 11 OS 12 OS 13 OS 14 OS 15 OS 16 OS 17 OS 18 OS 19 OS 20 OS 21 OS 22 OS 23 OS 24 OS 25 OS 26 OS 27 OS 28 OS 29 OS 30 OS 31 OS 32 OS 33 OS 34 OS 35 OS 36 OS 37 GENERAL PLAN OPEN SPACE SUBTOTAL 257.50 38.63 o.oo 0.00' 0.00 30.18 1. 19 1 .44 1.52 7.77 1.54 0.57 1 .28 o. 11 30.15 0.36 0.59 5.61 1 .97 0.72 0.77 1.40 2.79 o. 10 0.35 0.16 . 0.68 0.43 8.34 0.39 0.28 ; 3.20 0.60 1.04 1.02 1.38 3.33 26.97 1.03 . 0.61 23.84 0.43 164.14 =-=========================================z=======.==================================== I TOTAL EXISTING OPEN SPACE 257.50 38.63 164.14 125.51 -----------==--========-========-================================================= -============== I APPROVED: PERFORMANCE PERFORMANCE I STANDARD STANDARD GEN PLAN PROJECT PROJECT OPEN SPACE OPEN SPACE ADEQUACY/ I :~~:~~:~--~~~~:~~-------------~~~:~--------~~~:: _______ ~:~~~------~~~:! .. ~~~~:~~~~!~ I I RLH-6 RLH-8 RMH-2 Village Q Village T Vil Lage L 1 CT 83-32 CT 83·19 CT 84-37 0.00 0.96 0.06 ----=-========-=====---===============================~================================ I TOTAL APPROVED OPEN SPACE 1.02 !=======================================----------===================================. == ======== I BUILD OUT: I --====================================================================================== I TOTAL BUILD OUT OPEN SPACE 105.80 165.16 59.36 I ----============================================================================================= 127 -and approved developments. The open space performance standard in Zone 7, therefore, is currently being met. As shown on Exhibit 50 on page 127, the performance standard open space required for Zone 7 at build out is 105. 8 o acres. Since the performance standard open space supply for existing and approved developments currently exceeds the demand at build out for Zone 7, no future open space is needed. B. PHASING Existing and approved open space -exceeds the performance standard demand at build out. Therefore, no phasing of open space is required. C. ADEQUACY FINDINGS Pursuant to the 1986 CFIP, Zone-7 has sufficient permanent performance standard open space to meet. the adopted performance standard for existing, approved and future development. III. MITIGATION: Special Conditions No special conditions. IV. FINANCING Funding for performance standard .open space will be provided by the property owners of Zone 7. Affected property owners or homeowners associations will be responsible for maintaining open space facilities within their development. If unconstrained open space is developed, the funding will be provided by the develope.r of that open space. 128 I. SCHOOL FACILITIES PERFORMANCE STANDARD School capacity to meet projected enrollment within the zone as determined by the appropriate school district must be provided prior to projected occupancy. II. FACILITY PLANNING ARD ADEQUACY ANALYSIS Management Zone 7 is located within the jurisdiction of the Carlsbad Unified School District (CUSD) as shown on Exhibit 51 on page 130. Existing development consists of 1101 dwelling units located in Villages A, B, C, G, O, Pl, D and J. Zone 7 students currently attend Hope Elementary, Valley Junior High-and Cc!'rlsbad High School. A. BUILD OUT ASSUMPTIONS The following analysis is based on the build out projections on Exhibit 14 on page 39. Dwelling unit student generation projections for CUSD is shown on Exhibit 52 on page 131. Exhibit 52 also identifies student generation rates used by CUSD to predict demand for school facilities. 1. Existing and Build Out Population: SFD Multi Build out Units units Total Rate Population 791 310 1101 X 2.471 = 2,720 1462 871 2333 X 2.471 = 5,764 B. INVENTORY 1. Existing Inventocy Zone 7 is totally within the boundaries of Carlsbad Unified School District. One school (Hope Elementary) is located within the zone. All schools within the district are at capacity. 2. Build out Projections: Student Population at Build out: To project student enrollment at build out, the Carlsbad Unified School District uses .1 student generation rate of 0.5 per unit. To determine the 129 CITY OF OCEANSIDE 15 LEGEND CITY OF ENCINITAS EXISTING e ELEMENTARY ■ JUNIOR HIGH A HIGH SCHOOL FUTURE 0 ELEMENTARY D JUNIOR HIGH ~ HIGH SCHOOL NOTE: ALL LOCATIONS ARE APPROXIMATE. • • L .. 18 GITY OF SAN tlARCOS -ARCOS D SCH OL DISTRICT ___. --- /ENCINITAS UNION _ MENTARY SCHOOL DISTRICT • • :23 12 11 •• m GROWTH EXHIBIT 51-___ __::M:::,:...;.A:;,:.,N:-;.A'-,:G~E=-c-M-=-=E=-::N-:-::T=-----------...S--chools _______ _ ~--.....,..._ ... : .... ·-_ __!H~o~sCA~L£.E ____ ..!..PiR~O~G~R.l\M.~--"--------·-·······--Zon_e ___ 7 130 EXHIBIT 52 ; ZONE 7 SCHOOL FACILITY DEMAND TABLE -CARLSBAD UNIFIED SCHOOL DISTRICT ' --------------------------------------------------------------------------------------------------------------------------------------------------------------------------GENERAL PLAN LAND USE SUB-AREA --------------RESIDENTIAL RL-1 (ff) RL-2 (W) RL-3 (X) RL-4 (Y) RLM-1 (A) RLM-2 CB) RLM-3 CC) RLM-4 CG) RLM-5 (O,P1) RLM-6 (Q) RLM-7 CR) RLM-8 (T) RLM-9 (U) RM-1 CD) RM-2 (J) RM-3 (L2) RMH-1 CK) RMH-2 (L 1) I RES. IN D.U.'S I ---------------------------------I EXIST APPROVED FUTURE BUILD OUT I PROJECTION I 1--------------------------------------- 0 0 0 0 36 167 130 108 350 0 0 0 0 100 210 0 0 0 0 0 0 0 0 0 0 0 0 143 0 343 0 0 0 0 0 80 42 32 36 5 (3) 0 (31) (22) (8) (6) 6 (6) 139 (17) (26) 119 416 (10) 42 32 36 5 33 167 99 86 342 137 6 337 139 83 184 119 416 70 I. STUDENT GENERATION RATES EXISTING APPROVED FUTURE I BUIILD OUT I I PROJECHON E. Jff HS E. JH HS E. JH HS I E. JH HS I E. Jff HS --c1;-----c2,-----;3>---1---------------------1--------.-----------,---------------------1---------------------1 0.270 0.270 0.270 0.270 0.270 0.270 0.270 0.270 0.270 0.270 0.270 0.270 0.270 0.270 -0.270 0.270 0.270 0.270 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.155 0.155 0.155 . 0.155 0.155 0.155 0.155 0.155 0. 155 0.155 0.155 0.155 0.155 0.155 0.155 0.155 0.155 0.155 I o.oo o.oo o.oo I o.oo o.oo o.oo I 11.34 3.15 6.51 11.34 3.15 6.51 I o.oo o.oo o.oo I o.oo o.oo o.oo I 8.64 2.40 4.96 8.64 2.40 4.96 o.oo o.oo o.oo o.oo ·o.oo o.oo 9.72 2.10 5.58 9.72 2.10 5.58 I o.oo 0.010 o.oo I o.oo o.oo o.oo I 1.35 o.38 o.78 1.35 o.38 0.78 9.72 2.70 5.58 o.oo o.oo o.oo (0.81) (0.23) (0.47) 8.91 2.48 5.12 I 45.09 12.5i3 25.89 I o.oo o.oo o.oo I o.oo o.oo o.oo I 45.09 12.53 25.89 35.10 9.7:5 20.15 o.oo o.oo o.oo (8.37) (2.32) (4.81) 26.73 7.43 15.35 1 29.16 8.110 16.74 I o.oo o.oo o.oo I (5.94) (1.65) (3.41) 1 23.22 6.45 13.33 ,94.50 26.2~ 54.25 o.oo 0.00 o.oo (2.16) (0.60) (1.24) 92.34 25.65 53.01 I o.oo 0.010 o.oo I 38.61 10.73 22.11 I (1.62) co.45) (0.93) 36.99 10.28 21.24 0.00 0.0(0 0.00 0.00 o.oo 0.00 1.62 0.45 0.93 1.62 0.45 0.93 I o.oo ·o.oco o.oo I 92.61 25.72 53.17 I <1.62> co.45> co.93> 90.99 25.28 52.24 0.00 o.oco 0.00 0.00 0.00 o.oo 37.53 10.42 21.54 37.53 10.42 21.54 I 21.00 7.5(0 15.50 I o.oo o.oo o.oo I (4.59) (1.28) (2.64) 22.41 6.23 12.87 56.70 15,7$ 32.55 o.oo 0.00 0.00 (7.02) (1.95) (4.03) 49.68 13.80 28.52 I o.oo _ o.oo o.oo I o.oo o.oo o.oo I 32.13 8.92 18.45 32 .• 13 8.92 18.45 0.00 0.00) o.oo o.oo 0.00 0.00 112.32 31.20 64.48 112.32 31.20 64.48 I o.oo o.om o.oo I 21.60 6.oo 12.40 I c2.70> co.75> <1.55> 18.90 5.25 10.85 --------__________________________ , ________________________________________ ' .-------------------------------------------------------------------------------------------- SUMMARY I EXIST APPROVED IFUTURE BUILD OUT I ESTIMATED I EXISTING APPROVED I FUTURE I BUILC) OUT INFORMATION , PROJECTION STUDENT GENERATION PROJECTION ______________ ,! ________________________________________ !_~~~-~~~~-:--------~----!---------~---· .. ----------------~-----------! _____________________ ! ______________________ j TOTALS . · 1 . I ELEMENTARY I 297 I 153 I 180 I 630 I D.U.S 1,101 566 666 2,333 ~ JUNIOR HIGH 831 42 50 175 HIGH SCHOOL I 171 88 103 I 362 I Notes: 1. The average student generation rate for Carlsbad Unified School District is 0.5. This generation rate was niltiplied by the proportional_share of elementary grades to the to1tal rn.mber of grades (K-12). 2. The average student generation rate for Carlsbad Unified School District is 0.5. This generation rate was nultiplied by the proportional share of junior high grades to the tcotal numer of grades (K-12). 3. The average student generation rate for Carlsbad Unified School District is 0.5. This generation rate was nultiplied by the proportional share of high school grades to the tcotal nunber of grades CK-12). 1 31 c. build out population of elementary, junior high anQ high school students, the total number of projected units are multiplied by the district's student generation rate as follows: Total Units 2,333 3. Phasing student Generation Rate 0.5 = Student Population 1,167 John Blair, CUSD, has indicat~d that an additional K-8 school is needed to serve this vicinity. The timing of this school's opening is projected for September7-1992. ADEQUACY FINDINGS Hope Elementary School is currently at capacity. Temporary classrooms and re-locatables are being used by the district to provide capacity. At present, a 20 acre K-8 . Site is shown on the Carlsbad General Plan in Zone 7. The Carlsbad unified School District is requiring that the 2.0 acre K-8 site be dedicated by the property owners.as a condition of approval for the Zone 7 -LFMP. · The school district will provide adequate capacity at build out with the development and implementation of a successful fin~ncing plan. 132 ~ LII. MITIGATION Special Conditions Prior to recordation of the first final map, issuance of grading permit or building permit, whichever occurs first, within Zone 7, the developers and Carlsbad Unified School District will enter into an agreement which will exchange parcel tax and developer fee credit for the land valuation, site preparation costs, and certain off-site improvements for the 20 acre site known as Village S. IV. FINANCING The K-8 school site will be dedicated by the property owners to the CUSD. The purchase of the junior high site will be through fee credits or some other form · of reimbursement. The cost for construction of the junior high site in Zone 7 is not known at this time. 133 I. .. SEWER FACILITIES PERFORMANCE STANDARD Trunk line appropriate development. capacity to meet demand as determined by the sewer district must be provided concurrent with II. FACILITY PLANNING AND ADEQUACY ANALYSIS Sewer service in the City of Carlsbad is provided by three independent sewer agencies: Carlsbad Sewer Service District, Leucadia County Water District (LCWD) and Vallecitos Water District (VWD). Local Facilities Management Zone 7 is within the Carlsbad Sewer Service District as shown on Exhibit 53-on page 135. The information contained in this . plan was obtained from the "Master Plan of Sewerage for the City of Carlsbad," dated December, 1987 and prepared by Wilson Engineering. A. INVENTORY 1. Existing Facilities As shown on Exhibit 54 on page 136, the two existing major sewer interceptors that serve Zone 7 are as follows: A. North Agua Hedionda Interceptor (NAHI) B. Vfsta/earlsbad Interceptor (V/C) In conjunction with these interceptors, a number of lift stations are· required to collect the sewage and convey it for treatment to the Encina water Pollution Control Facility (WPCF). A. North Aqua Hedionda Interceptor The North Agua Hedionda Interceptor starts at the intersection of El Camino Real and Cannon Road and flows westerly along the north shores of the Agua Hedionda Lagoon to the Foxes Landing Lift Station. The Foxes Lan~ing Lift Station pumps the sewage up and across I,-5 into a gravity interceptor which flows to the Vista/Carlsbad Interceptor. The NAHI enters the V/C just upstream of the Agua Hedionda Lift Station. Exhibit 55 on page 137 provides a separate analysis for the capacity of the NAHI and Exhibit 55 on page 137 shows its location. 134 CALAVERA HILLS RECLAMATION/TREATMENT FACILITY (Existing But Not. Operational> 15 8 ITV ._CARLS . • • L .. ,.,.. '-. · · rpo,t ENCINA . WATER POLLUTION CONTROL FACILITY R SERVICE AR • . , GAFNER WASTEWATER RECLAMATION FACILITY MEADOWLARK RECLAMATION FACILITY SEWER DISTRICT BOUNDARY 4t WASTEWATER. TREATMENT PLANT-EXISTING NOTE: ALL LOCATIONS ARE APPROXIMATE. BUENA VISTA LIFT STATION VC3 1 FOXES LANDING AGUAH LIFTS LEGEND STATION 5 --EXISTING SEWER FACILITIES EXISTING FACILITIES ■ LIFT ST A TION 136 15 ,-.. Exhibit 55 Existing NAHI Serving Zone 7 Existing Existing Future Full Pipe Peak Peak Full Pipe Available Reach Size Flows Flows cagacity cagacity (inches) (MGD)13 (MGD)14 NAHl 21 .33 6.14 5.81 NAH2 24 .55 .34 4.62 4.07 NAH3 24 1.96 1.94 4.62 2.66 NAH4 Siphons 1.96 1.94 6.29 4.33 NAH5 24 2.38 2.45 5.66 3.28 NAH6 15 NAH7 18 2.38 2.45 6.79 4.41 NAHTlB 12 1.49 1.62 1.78 0.16 13 14 15 Sewerage from Zone 7 currently gravity flows to the NAHTlB through a force main along Tamarack Avenue. The force main was originally designed to pump sewerage from Zone 2 to the Calavera Hills Reclamation Plant. Since the Calavera Hills Reclamation Plant is not operational, the · force main has been used to convey Zone 7 sewerage to the North Agua Hedionda Interceptor. Future development within Zone 7 will be required to provide a gravity sewer system in Tamarack Avenue referred to as the NAHTlA. Analysis of Exhibit 55 above shows that NAHTlB ·· is approaching capacity. A more detailed capacity analysis of: NAHTlB is provided to show what additional capacity is remaining in the line. As shown on Exhibit 55, the peak flow capacity is 1.78 MGD which is the ·equivalent of 3,525 EDU's. The existing demand in EDU's is listed on the following page: City of Carlsbad retains 100% ownership of all reaches. Available pipe capacity as of January 1, 1988. NAH6 is the force main from Foxes Landing Lift station. 137 .. - Zone Dwelling Units Demand: Zone 7 1,101 65 1,494 262 13 B. Zone 2B Zone 2C Zone lJ Zone 1 (General Store) Total Existing Demand 2,935 The available capacity in the NAHTlB is as follows: Peak Flow Capacity Existing Demand Available Capacity 3,525 EDU's 2,935 EDU's 590 EDU's Based on this analysis, 590 additional dwelling units may be allowed into the NAHTlB system without further improvements. An analysis of impacts of future development on NAHTlB is presented later in this section. Vista/Carlsbad Interceptor The Vista/Carlsbad Interceptor currently serves portions of Zone·7 and also intercepts flow from North Agua Hedionda Interceptor. The Vista/Carlsbad Interceptor is jointly owned by the City of Vista and the City of Carlsbad. The City of Carlsbad ownership rights in the interceptor increase in the direction of flow reaching greater than so percent ownership inthe most downstream reaches of the interceptor. Exhibit 56 on page 139 provides a capacity analysis for the V/C · Interceptor which includes percent ownership . in each reach. Exhibit 56 on page 139 indicates that reaches VC13, VC14 and VC15 will require upgrading due to the residential nature of this interceptor system. These improvements will be the responsibility of both the City of Carlsbad and the City of Vista and will be funded through sewer connection fees. The improvements are as follows: Reach Size Length Total cost VC13 54" 3,520' $1,320,000 VC14 54" 5,080' $1,905,000 VC15 5411 1,760' $ 660,000 138 ( EXHIBIT 56 Vista/Carlsbad Interceptor ----------------· -------------------------------------------------------------------------- I City of Carlsbad OWnership I I I 1-----------------------------------------------------1-------------------------------------1 I I Full Pipe I I Full Pipe I Full Pipe Available I I Reach Size Slope Length capacity I OWnership Capacity Capacity (1) I I (in.) CX) (Ft.) · (MGD) I (X) (MGD) (MGD) I 1------------------------------------------------------------------------------------------ 1 VC1 36 0.5 6,690 30.0 0.00 0.0 0.0 I' VC2 42 0.28 2,790 34.0 15.50 5.3 4.7 I VC3 36 0.2 3, 170 19.5 15.50 3.0 1.6 I I Buena Vista I Lift Station: I I VC4 (2) I vcs I VC6 I VC7 I vcs I VC9 I VC10 I VC11 I I Aqua Hedionda I Lift Station: I I VC12 (3) 1 · VC13 I VC14 I VC15 I VC16 I I Encina WPCF: (4) I 27 30 27 36 36 36 42 42 42 42 54 0.36 0.24 1.64 0.1 0.1 0.1 0.1 0.1 0.1 ·0.12 0.28 2,500 1,180 760 720 1,940 4,330 1,370 3,520 5,080 1,760 310 Notes: (1) Available capacity as of 1/1/88. 12.0 13.0 25.0 13.8 13.8 13.8 20.5 20.5 20.5 22.8 67.4 27.30 27.30 27.30 27.30 37.30 37.30 37.30 51.70 51.70 45.24 2.6 3.3 6.8 3.8 5.1 5.1 7.6 10.6 10.6 30.4 0.9 1.6 4.4 1.0 1.5 0.5 0.8 3.8 3.1 4.3 22.0 (2) VC4 is a pressure reach emanating from Buena Vista Lift Station. (3) VC12 is a pressure reach emanating fr0111 Agua Hedionda Lift Station. (4) Encina WPCF capacity is 22.5 MGD. 139 Facilities Located Within Zone 7 The existing facilities located within Zone 7 are shown on Exhibit 57 on page 141 are listed below on Exhibit 58. Exhibit 58 Existing Sewer Facilities Within Zone 7 Lift Stations: Service No. Facility Location Capacity Area 1 Calavera Hills Tamarack Avenue -1.2 HGD Zo:µ~_7 Reclamation East of ECR Plant 2 Simsberry Simsberry and 382 GPM 7A Lift Station Tamarack Avenue 3 Villas Lift Winthrop Avenue 125 GPM 7A Station and Sommerville 4 Woodstock South End Woodstock 50 GPM 7B Lift Station Street 5 Gateshead Gateshead Road east 40 GPM 7B Lift Station of Edinburgh Drive Existing pump stations are designed to _accommodate ultimate flows from their respective sewer service areas. The sewer mains that service the pump stations are listed below. Sewer No. 6 7 8 9 10 11 12 * FMS Mains: Facility 1211 Gravity Hain 8" Gravity Hain 8" Gravity Main 8" FMS* 8" FMS 8" FMS 8" FMS -Force Main Sewer Location Along Tamarack Avenue south to Zone 7 boundary. West along Elm to Tamarack Avenue. Through Villages o and Pl to Simsberry Lift Station. Northwest to· gravity Main (No. 6) at Tamarack Avenue. Northwest to gravity Main (No. 6) at Tamarack Avenue. Southeast to gravity Main (No. 6) at Tamarack Avenue. Southeast to gravity Main (No. 6) at Tamarack Avenue. 140 . SIMSBERRY LIFT STATION VILLAS LIFT STATION -- .,,., ---~ ) ----?::~ T1_ -~ --~ I ''-\--':t-'x--. R .L > Kx--~ I /\"Tl) ---• j -- \ Q \ Q \ O' 6~ t'I~\~ • q ~dlUl,D--. I ! ) l \ J • I o'/; ) W) 1(/)r;/ 'r:!, .., '1 ;1/1 ~"{ rr 1~ ~JC, ~~ , \ o 1. '1-;:;7 I /. B\I ___ PROPOSED TEMPORARY -LIFT STATION _·LEGEND 0 :PROPOSED FACILITIES ■ EXISTING fACILI.TIES G""" WATERSHED BOUNDRIES CALAVERA HILLS RECLAMATION PLANT -' • I : I ·' ~ ' . Cf-..&9saker ._•, . . ~sso.c.iat~ Sa.n Diego. inc. 141 i1 V ~ \ . ~\ \ <Oo· """~~• \ '~ ~--___, \ \ ( ......,_;..__;'-=,_-f-...::;_._~,,:.:µ....c.::....:::,._',.. -"----" \· GATESHEAD LIFT STATION WOODSTOCK LIFT STAmON GROWTH IV~ANAGEMENT NO SCALE P1ROGRAM EXHIBIT 57 EXISTING AND PROPOSED FACILITIES Zone 7 2. 3. Lake Calavera Hills Water Reclamation Plant Lake Calavera Hills Water Reclamation Plant is located within Village.Hin Zone 7 and is owned entirely by the City of Carlsbad. Although constructed in 1981, this reclamation plant is currently inactive and will only become operational if there is a need for reclaimed water or if it is necessary to provide additional treatment capacity. The Reclamation Plant has a design capacity of 1.2 MGD, however, at present, the maximum flow which can be conveyed to the plant is 0.88 MGD. The improvements which would be necessary to make the plant operational are as follows: 1. Solid disposal line to El Camino Real-at Tamarack 2. Effluent disposal line 3. Lift station Improvements 4. Effluent Pump station 5. Gravity Outfall from the plant to the Gravity Sewer in El Camino Real/Tamarack The estimated cost for these improvements is $2,633,000. Possible Use of Reclaimed Water The City --of · Carlsbad's Master Plan of Sewerage specifies the -future use of reclaimed water for the irrigation ;of open space and recreational park areas within Zone 7. This reclaimed water could be processed through the Lake Calavera Hills Water Reclamation Plant within Village Hin Zone 7. The City of Carlsbad is currently preparing a Wastewater Master Plan. All future development will be required to conform to the recommendations as outlined in the new Wastewater Master Plan. A more . detailed description of reclaimed water is provided in the.water section on page 163. Proposed and Build Out Facilities -The wastewater collection system serving Zone 7 at build out will conform to -three separate watershed areas specified as areas 7A, 7B, and 7C. Exhibits 59, 60, and 61 on pages 144, 146 and 148 show the location of each watershed area within Zone 7 and the interceptor systems to . be utilized by each area at build out. 142 WATERSHED AREA 7A: In conformance to the outlying topography, wastewater from drainage area 7A will utilize the Vista/Carlsbad Interceptor at build out. This will require the construction of additional trunk sewers as listed below and identified on Exhibit 59 on page 144. Vista/Carlsbad Interceptor New Trunk Sewers Approx. Carlsbad Reach Location Size Length ownership (in.) (ft) (%) VCTlA Buena Vista Creek 10 1,500 100 VCTlC Buena Vista Creek 12 3,000 100 Construction of these trunk sewers will allow the wastewater to be collected and transported by gravity to the Vista/Carlsbad Interceptor. Easements should be provided and sewer lines constructed with adjacent development so that these .pump stations may be abandoned in the future. 143 r BUENA VISTA LIFT STATION VC3 1 ·BUl·LD OUT FACILITIES FOR ZONE-7A:s . • 13 .. LEGEND --EXISTING SEWER FACILITIES . 1111111111 BUILD OUT FACILITIES ~ ·'--t__,_ ■ LIFT STATION : .'.~:. ~-INA WATER POLLUTION · :. ·• \ CONTROL FACILITY . i\• V 6 ._. i \ GROWTH MANAGEMENT PROGRAM 144 EXHJBIT59-- BULD•OUT·FAQLITIES ZONE 7 -- WATERSHED AREA B: Wastewater from drainage area 7B will utilize the North Agua Hedionda .Interceptor at build out. ·· This will require the construction of and improvement to the sewer reaches listed below: North Agua Hedionda Interceptor New Trunk sewers Approx. Reach Location Size Length (in.) (ft) ·< NAHTlA Tamarack Ave 10 4,000 NAHTlB Kelly Drive 12 4,000 Construction of these trunk sewers will allow the wastewater to be collected and transported by gravity to the North Agua Hedionda Interceptor. Easements should be provided and sewer lines constructed with adjacent development so that Gateshead and Woodstock Lift Stations can ultimately. sewer to South Agua Hedionda Interceptor. 145 FOXES LANDING . T.STATION 1 .. ----.... ---- 18 ~-. /"I: ......... . . 8 . \...--\ 13 BUILD OUT FACILITIES FOR ZONE 7B. LEGEND EXISTING SEWER FACILITIES ■u■■H■■■■u BUILD OUT FACILITIES ■ LIFT STATION 146 - WATERSHED AREA C: At build out, wastewater from drainage area 7C will utilize the South Agua Hedionda Interceptor. This will require the construction of new trunk sewers, interceptors, and Lift Stations as listed on Exhibit 61 below. Exhibit 61 south Agua Hedionda Interceptor {SAHil Approx. Reach IQQ~tion Size i&ngth (in.) (ft) SAHT2B Future College 8 3,000 Boulevard SAHT2C Future Cannon 15 3,500 Road SAHl Zone 8 21 2,320 SAH2 Zone 8 21 2,200 SAH3 (1) Zones--8, 13A SAH4 Zone 13A 21 3,500 ' (1) SAH3 is :a proposed lift ·station and force main system. 147 111111111■1 0- LEGEND EXISTING SEWER FACILITIES BUILD OUT FACILITIES LIFT STATION NAH•~--~-· NAHT1B' ~,,,~~-i,.1 • ~,~ ~J.SAH1:, -~ ~~ / ---: .. . .. .-L. ~~-Jt••··· . . .. ~ .. s;}•~•• 8 : · · i 24 1 : · ,··.. ~--? ,,,~.. LIFT STATION ··- •••~ SOUTH AGUA HEDI\NDA • • .• v --~'~ 7 . . •, SAH4 .. ··:, :~~••••••~·SAH3 . . . ••lit''~.. • ••.• ~ . .) BUILD OUT FACILITIES FOR ZONE 7C 148 4. 5. Technical Assumptions Sewer Generation Rates as specified in the Sewer Master Plan used to project average and peak sewage flows are as follows: Land Use Unit Flows/EDU Residential 220 GPO/EDU Commercial/Recreational 220 GPD/EDU Non-Commercial 0.30 X Sq.Ft./1800 = EDU Elementary School 60 Students/EDU Junior High School 50 students/EDU Existing Sewer Demand The existing demand for each sewer basin within Zone 7 is as follows: Sewer Basin A: 350 dwelling units X 220 GPD/EDU = .077 MGD Sewer Basin B: 751 dwelling units X 220 GPD/EDU = .165 MGD Total Existing Demand .242 MGD 149 6. Build Out Projections and Sewer Demands The projected yearly average and peak sewage flows as determined by this facility management plan for all of Zone 7 are as follows: EXHIBIT 63 Yearly Build out Projections Cumulative Non-Resid. Total Year DU's-DU's Acres EDU EDU'S 1989 1990 1991 1992 1993 1994 1995 1996 1997 1101 1101 11.2 12 16 1,113 291 1392 1,402 221 1613 7.9 58 1,681 130 1743 ---1,811 150 1893 1,961 150 2043 2,111 150 2193 2,261 140 2333 2,401 Bld out 2333 11.2 12 17 2,413 For planning purposes, yearly average and peak sewage flows for individual drainage sub-areas 7A, 7B and 7C are also tabulated below. These are assessments of future flows to the Vista/Carlsbad Interceptor, North Agua Hedionda Interceptor, and the planned South Agua Hedionda Interceptor, respectively. Projections are as follows: EXHIBIT 64 · Area 7A Future Impact to Vista/Carlsbad Interceptor Non-comm'l DU's -Acreage EDU's Total -----cumulative---- Average Peak Flow Flow MGD MGD Existing 350 350 539 646 719 743 0.077 0.118 0.142 0.158 0.163 0.193 0.296 0.355 0.395 0.408 1990 177 1991 107 1992 73 1993 24 Total 717 16 17 12 12 EDU's based on 600 student elementary school. EDU's based on 600 student junior high school. 150 EXHIBIT 65 Area 7B Future Impact to North Agua Hedionda Interceptor Comm'l Park -----cumulative---- DU's Acreage Site Average Peak Flow Year EDU's Total Total Flow MGD MGD Existing 751 751 0.165 0.413 1990 130 881 0.194 0.485 1991 20 901 0.198 0.496 1992 901 0.198 0.496 1993 68 969 0.213 0.533 1994 74 1043 0.229 0.574 1995 74 1117 0.245 -O~o14 1996 74 1191 0.262 0.655 Total 1041 20 130 EXHIBIT 66 Area 7C Future Impact to -South Agua Hedionda Interceptor Non-Comm'l ·-----cumulative---- DU's Acreage Average Peak Flow Year EDU's Total Flow MGD MGD Existing 1990 114 114 0.025 0.063 1991 114 228 0.050 0.125 1992 57 285 0.063 0.157 1993 58 10 353 0.077 0.193 1994 73 426 0.094 0.235 1995 73 499 0.109 0.274 1996 72 571 0.123 0.314 Total 561 10 151 III. r- B. PHASING The approach to phasing taken by this Local Facilities Management Plan is based on ensuring that the needed facilities are in place prior to or commensurate with development. Watershed boundaries are shown on Exhibit 57, and correlate with the natural drainage areas 7A, 7B and 7C. Thresholds for the major sewer facilities within each watershed can be established from information contained within this plan. C.' ADEQUACY ANALYSIS Zone 7 does not currently meet -·the adopted performance standard for the sewer collection system. The existing force main {Tamarack Avenue) conveying sewerage· from-zone 7 to the NAHI Basin is inadequate and must be replaced prior to any further development in Zone 7. Implementation of the following proposed mitigation will ensure conformance with the adopted performance standard with future development in Zone 7. MITIGATION Special Conditions A. WATERSHED A 1. Prior to the recordation ·of the first final map, issuance of building permit or grading , permit, whichever occurs first for any development· 'in Watershed A of Zone 7, a financing mechanism guaranteeing the construction of the following sewer facilities must be provided: a. Reach VCTlA from Zone 7 boundary to Marron Road. b. Gravity flow from Simsberry Pump Station to Zone 7/25 boundary. c. Reach NAHTlA along Tamarack Avenue. Reach NAHTlA shall be completed and operational to the satisfaction of the City Engineer prior to the occupancy of the first unit in Watershed A of Zone 7. Financing The cost for construction of the NAHTlA, and VCTlA is estimated to be $272,500 and will be financed by the developers in Zone 7. I 152 B. ' WATERSHED B 1. Pri9r to the recordation of the first final map, issuance of a grading permit or building permit, whichever occurs first, for any development in Watershed B of Zone 7, a financing mechanism guaranteeing the construction of the following sewer facilities must be provided: a. Reach NAHTlA along Tamarack Avenue. Reach NAHTlA shall be completed and operational to the satisfaction of the City Engineer prior to the occupancy of the first unit in,Watershed B of Zone 7. Financing The cost for construction of the NAHTlA is estimated to be $300,000 and will be financed by the developers in Zone 7. C. WATERSHED C Two options for future development of Watershed c are provided below. SAHT2C is projected to be built concurrently with Cannon Road from College Boulevard to El Camino Real. If development within Watershed c occurs prior to construction of the SAHT2C, then the Calavera Hills Master Plan provides for temporary sewerage to pump into North Agua Hedionda Interceptor Basin as outlined in Option #2. . . Option #1 1. Prior to the recordation of the first final map, issuance of a grading permit or building permit, whichever occurs first, for any development in Watershed c of Zone 7, a financing mechanism guaranteeing the construction of the following sewer facilities must be provided: a. Reach SAHT2B from Zone 7 to Cannon Road. b. Reach SAHT2C from College Boulevard to El Camino Real. 153 -- 2. Prior to the recordation of the first final map, issuance of a grading permit or building permit, whichever· occurs first, for any development in Watershed C of Zone 7, a financing mechanism guaranteeing Zone 7's proportional share for the construction of the following sewer facilities must be provided: a. SAHl adjacent to Cannon Road. b. SAH2 adjacent to Cannon Road. c. SAH3 adjacent to Cannon Road. d. SAH4 adjacent to Cannon Road. If the construction of the South Agua Hedionda Interceptor west of El Camino Real is not completed, Reach SAHT2C shall connect into the existing North Agua Hedionda Interceptor. Reaches SAHT2B and SAHT2C shall be completed and operational to the satisfaction of the City Engineer prior to the occupancy of the first unit in Watershed c. Financing The cost for construction of the SAHI, SAHT2B,-and SAHT2C is estimated to be$ 2,278,900. option #2 1. Prior to, the recordation of the first final map, issuance of ;a grading permit or building permit, whichever occurs first, for any development in Watershed C of Zone 7, a financing plan guaranteeing the construction of the following sewer facilities must be provided: 2. a. Reach SAHT2B from Zone 7 to Cannon Road. b. Reach SAHT2C from Cannon Road to El Camino Real. c. Reach NAHTlA along Tamarack Avenue. Reach NAHTlA shall be completed and operational to the satisfaction of the City Engineer prior to the occupancy of the first unit in Watershed c of Zone 7. Prior to the recordation of the first final map, issuance of a grading permit or building permit, whichever occurs first, for any development in Watershed C of Zone 7, a financing mechanism guaranteeing Zone 7's proportional share for the construction of the following sewer facilities must be provided: 154 a. b. c. d. SAHl adjacent to Cannon Road. SAH2 adjacent to Cannon Road. SAHJ adjacent to cannon Road. SAH4 adjacent to cannon Road. 3. Prior to the recordation of the first final map, issuance of a grading permit or building permit, whichever occurs first, for any development in Watershed C of Zone 7, a financing plan guaranteeing the construction of the following sewer facilities must be provided: a. Construction of a temporary pump station to service all units. in watershed c that can gravity flow to the pump station. b. Construction of a force main from the temporary pump station to convey sewage to Reach NAHTlA in Tamarack Avenue. c. Yearly operational and maintenance costs for the temporary pump station. d. Removal of the temporary pump station and restoration of the pump station site upon completion of the SAHT2B and SAHT2C. Financing The cost for construction of the facilities listed in Option #2 is estimated to be $ 2,975,950:. D. ALL WATERSHEDS Prior to the recordation of the first final map, issuance of a grading permit or building permit, whichever occurs first for any development in Zone 7, a financing mechanism guaranteeing construction of Reach NAHTlB shall be provided which will ensure that adequate funding is available to upgrade the NAHTlB sewer line prior to the issuance of the 590th building permit in Zone 7. Financing The cost for construction of the NAHTlB is estimated to be $300,000 and will be financed by the developers in Zone 7. 155 EXHIBIT 67 ZONE 7 -SEIIER FINANCING MATRIX AS OF 1/1/;89 --------------------------------------------------------------------------------------·------------------------~~----------------------------------------------------I . ESTIMATED ---------------------------~~~~~~~-~~~~~~~---------------------I I FACILITY AMOUNT COST TIMING I FIRST SECOND THIRD I NOTES I =-=-==-=================-==========================-===-=======~===================:=========-======-======================~============----e::::================== I SEIIER FACILITIES I --------------------------------------------------------------------------------------·-----------------------~------------------------------------·------------------. I I I I I I 4, 000 L F $300, 000 concurrent w/ I . ID eve loper I I NAHT18 Sewer Main NAHT1A Sewer Main development I 4,000 LF $220,000 1990 IDeveloper VCT1A Sewer Main Gravity line to Zone7/25 boundary SAHT2B Sewer Main SAHT2C Sewer Main Village WP'-"" Station Gravity lines to P'-"" Station Force Main from P'-"" Station 1,500 LF I I 560 LF 3,000 LF I 3,500 LF 5,800 LF 5,100 LF Gravity line from P'-"" Station 1,000 LF to SAHT28 SAH1 SAH2 SAH3 SAH4 TOTAL: 2,321 LF 2,200 LF 2,400 LF 3,500 LF $52,500 $61,600 $94,200 -$252,000 $125,000 $197,200 $119,850 $35,000 ' ::::::: ',, $850,000 S472,soo I . -------1 s3,39o,o5o I Build Out ' concurrent w/ development 1991 1991 concurrent w/ development concurrent w/ development concurrent w/ development concurrent w/ development 1995 1995 1995 1995 IDeveloper IDeveloper · Cleve loper Cleve loper IDeveloper IDeveloper [Developer t:l>eveloper meveloper !Developer llleveloper !Developer . I -------------------------------------------------------------------------------------------------------------------------------------------------------.-------------- 1 56 i I I I I I WATER DISTRIBUTION SYSTEM I. PERFORMANCE STANDARD Line capacity to meet demand as determined by the appropriate water district must be provided concurrent with development. A minimum 10-day average storage capacity must be provided prior to any development. II. FACILITY PLANNING AND ADEQUACY ANALYSIS Water service in the City of Carlsbad is provided by three agencies, Carlsbad Municipal Water District (CMWD), Vallecitos County Water District, and the Olivenhain Municipa1--water District. Water service for Zone 7 is provided entirely by the Carlsbad Municipal Water District (CMWD) as shown on Exhibit 68 on page 158. CMWD uses a master plan to evaluate the water system within their district and formulate long range plans that will provide for future improvements. The Master Plan is entitled "Costa Real Municipal Water District Master Plan for Public Water System," dated February, 1985. The information contained in this Local Facilities Management. Plan was obtained ·from the CMWD's Master Plan and tentative maps of Calavera Hills. A. INVENTORY 1. Existing Facilities · The existing ·. CMWD water facilities that serve the development of. Zone 7 are· shown on Exhibit 69 on page 159 and are as follows: No. Facility Description 1. A 6.0 million gallon (M.G.) reservoir. 2. A pressure reducing and pumping station at College and Elm. 3. 10"-16" transmission lines which is supplying the existing developments in Zone 7. 157 City of Oceanside 15 5 ~., • • L_ 17 AD IIUNICIPA ICTI WATER DISTRICT BOUNDARIES City of Encinitas 158 18 • • ALLECITOSi -RI. CTI •• ti ZONE 7 BOUNDARY\ i. ' 1 iEX.ISTIN~.-.. AND PROP .. OSED\ . WATEa FACILITIES! ~ ~ ••••••• • ---- LEGEND Z orre 2 . SERVICE AREA· BOUNDARY • TRI-AGENCY PIPELINE ·RESERVOIR PRESSURE REGULATING STATION EXISTING WATER LINE-:(( 1PROPOSED WATER LINE* ~SIZE AS NOTED ~ unsaker ~...,~ I ' -:a ssac.ia '"'$ San Diego, inc. NO SCALE 159 ' ZONE 7 BOUNDARY Zone 14 GROWTH r-J~ANAGEMENT P'ROGRAM : Zone 14 @--!EXISTING FACILITIES· INVENTORY @-PROPOSED FACILITIES INVENTORY EXHIBIT 69- Water Facilities Zone 7 - 4. 5. 2. 21 11 -1411 T.A.P. supplies Zone 7 (outside Zone 7). transmission with water lines which presently from the main aqueduct 1011-1411 stub to_zones 2, 14 and 25. Proposed Build Out Facilities The CMWD Master Plan proposes the following major water facilities as shown on Exhibit 69 on page 159 for the ultimate build out of Zone 7: 1,920 2,320 4,800 2,800 1,540 4,680 3,440 3,800 No. Facility Description 1. Intertie connection at College Boulevard and City of Oceanside boundary. 2. 3. 4. 14" water line in College Boulevard from intertie to Tamarack Avenue. 14" and 16" W.L. 's from 6.0 mill-ion gallon reservoir to pressure_ reducing and pump station. 10" W.L. loop -in Tamarack Avenue lying on east side of College Boulevard. 5. 1011 :and 14" W.L. loops lying north of Tamarack Avenue and encircling reservoir. 6. 7. 8. 9. 2-12" ;W.L.'s in Glasgow Drive-from1 Elm Avenue to Tamarack Avenue. · 10" w.t. loop lying north ·_of proposed 16" W.L. and divided-by College Boulevard (Service Area B). 16'' W. L. extension from Glasgow Drive easterly through College Boulevard (Service Area B). 14" W.L. in College Boulevard from pressure reducing and pump station to southerly boundary of Zone 7 or as necessary (Service Area B). The location and approximated only Management Plan. determined as the designed according sizes of the major water mains were for the purpose of this Facilities The exact sizes and locations will be area develops and the water mains are to District standards. 160 3. Build Out Assumptions This section projects the ultimate build out for all of Zone 7. These build out projections are listed below: Land Use Residential: RL RLM RM RMH Elementary School Junior High School Commercial 4. a) Technical Assumptions Average Unit Demand Projections 115 1,346 386 486 2,333 DU'S 19.6 Acres 11.1 Acres 9.0 Acres The master Plan for CMWD established unit demand factors as a. basis for determining the projected average water demands. The following are the average unit demand factors obtained from CMWD's Master Plan: Land Use Unit Demand Residential: RL 1,600 GPO/DU RLM 625 GPO/DU RM 400 GPO/DU RMH 250 GPO/DU Elementary School/ 1,900 GPO/Acre Junior High School Recreational/Commercial 3,000 GPO/Acre Commercial 3,000 GPO/Acre b) Fire Flow Demands 161 -The fire flow requirements in CMWD's Master Plan are as follows: Land Use RL -Low Density RLM -Low Medium Density RM -Medium Density RMH -Medium High Density Commercial/Recreational Commercial Schools 5. Projected Build Out Demand Unit Demand (GPM) 1,500 -1,750 1,750 2,500 3,500 3,000 -4,000 3,000 -4,000 3,000 Yearly demands projected by this plan are shown in the following table. Projected Projected Projected Year Yearly DU Yearly Demand cumul. (2emang (GPO) (GPO) 1989 1,101 618,375 618,375 1990 291 151,875 770,250 1991 221 138,125 908,375 1992 130 76,750 985,125 1993 150 84,150 1,069,275 1994 150 85,125 1,154,400 1995 150 81,825 1,236,225 1996 140 79,490 1,315,715. 1997 Bld out 6. Possible Use of Reclaimed •water On March 21, 1989·, the City of Carlsbad adopted an interim Reclaimed. Water Use Policy for new land use development. This policy specifies •that all new development within the City of Carlsbad shall use reclaimed· water if it . can be reasonably determined by the Utilities and Maintenance District and the City Engineer that reclaimed water is avai,lable to serve the project. The interim policy further indicates that installation of dual irrigation systems and connections to reclaimed water sources may be required subject to the terms and conditions of the 1989 Water Reclamation Master Plan. The City of Carlsbad is currently in the process of preparing a Water Reclamation Master Plan which will indicate availability of reclaimed water to new development within the City. Areas identified by this plan for reclaimed water use will be subject to the Interim Reclaimed Water Use Policy and consequent requirements from the 162 . .-- r Utilities and Maintenance District and the City Engineer as specified above. The Water Reclamation Master Plan is estimated to be complete by December, 1989. There are approximately 164 acres of general plan open space within Zone 7 that could potentially benefit from the future use of reclaimed water. In addition, there are 2.3 acres of median along College Boulevard that could potentially use reclaimed water. B. PHASING The approach to phasing taken by this Local Facilities Management Plan is based on ensuring that needed··· facilities are in place prior to or commensurate with development. service area boundaries are · shown on Exhibit 69 on page 159 and correlate with logical boundaries of the proposed water facilities within the zone. There are two separate service areas, labeled Service Areas A and B, and thresholds for the major· water facilities within each service area may be determined as these areas are developed. The service area .boundaries allow for independent review and· development for the. drainage facilities within each boundary. However, the Water District may require improvements outside of the service area boundaries if deemed necessary to serve development. C. ADEQUACY:· FINDINGS f Zone 7 currently;conforms·with the adopted·performance standard. since CMWD · requires development to install domestic water and fire-flow. needs as a condition to the approval o;f to . future development, conformance with the adopted standards will be maintained to ultimate build out of Zone 7. D. AVERAGE 10-DAY STORAGE CAPACITY Per the Costa Real Municipal Water District Master Plan for Public Water System, February, 1985, the storage capacity within the system is currently 12.9 days. The projected storage capacity for 1993 is 253.5 million gallons with average daily demand estimated to be 13.1 million gallons. This will provide for a projected storage of 14.1 days capacity. Thus, the districts system design assures that a minimum of ten days storage supply will be available. 163 STORAGE CAPACITY current -1988 Projected -1993 Storage Capacity 168.0 mill. gals. 253.5 mill. gals. Average Daily Demand 13.1 mill. gals. 18.0 mill. gals. Days of Storage 12.9 days 14.1 days III. MITIGATION Special Conditions ·.:.· A. All future development in Zone 7 shall be ·required to provide any water reclamation facilities identified in the future Water Reclamation Master Plan as determined by the City Engineer. Any water reclamation facilities necessary to accommodate future development must be guaranteed prior to the recordation of a final map, issuance of a grading permit or building permit, whichever occurs first for any project in Zone 7. B. SERVICE AREA A 1. Water facilitie~· will be provided at the time of development to the satisfaction of CMWD.· The existing pressure reducing and pumping station· at the intersection of College Boulevard and Elm-Avenue and the transmission lines from this -station to the existing 6.0 MG TAP reservoir are installed. a. Transmission lines in College Boulevard and Tamarack Avenue (Facilities #3 and 9) will be granted to the district by development at ultimate final grade and right-of-way prior to any granting of occupancy. Any expenses for transmission lines installed by the district will be reimbursed by the developer. b. A portion of the easement in College Boulevard at Elm Avenue will be granted to the district prior to recordation of any final map, issuance of a building permit or grading permit, whichever occurs first in Service Area A. 164 Financing The cost' of the items discussed in Service Area A, Special Conditions, will be financed by the developers of Service Area-A. CMWD has paid for the reservoir and pressure reducing and pump station. Developers will finance and construct all transmission lines in the zone. C. SERVICE AREA B 1. Water facilities will be provided concurrent with development to the satisfaction of the CMWD. Main transmission lines (Facilities# 8 and 9) from Squires Dam I are to be installed as required by CMWD. Financing The cost of the portion of the proposed facilities in Service Area Bis estimated to be $1,075,085. The cost of the items discussed in Service Area B, Special Conditions, required as needed per development will be financed by the developers of Service Area B. 165 EXHIBIT 70 ZONE 7 -WATER FINANCING MATRIX AS OF 1/1/89 -------------------------------------------------------------------------------------------------------------------------------------------------,·------------------' I FUNDING OPTIONS I FACILITY AMOONT ESTb:~ED TIMING , --;;;;;-·---------------------;;~~~~------------;~;;~-----------, NOTES ,=~~~;;=;~~;~;~;;~===~===================--=~-=-~====-=~========================-=====================================================----==:================== 1-------------------------------i------------i-----------------------------------------------------------i-----------------------------------;----·------------------- I PHASE A: I I I I 1411 A.C.P. PHASE B: 1211 A.C.P. 1411 A.C.P. 1611 A.C.P. 21 11 A.C.t' ...___i 11800' I sn,270 I ~~~~r~=t W/ Developer I I I I 9500' $311,410 75001 $301,125 4000' $190,080 2800' $200,200 =========== TOTAL WATER COSTS $1,075,085 Concurrent w/ developnent Concurrent wi developnent Concurrent w/ development Concurrent w/ developnent Developer Developer Developxir Developler --------------------------------------------------------------------------------------,·---------------------------~----------~--------------~--~----.---~------------ 166 FACILITY FINANCING MATRIX The financing section of this completes the analysis by available to fund these public matrix is present on Exhibit matrix supplies the following: Local Facilities Management Plan providing financing mechanisms facilities. A facility.financing 71 beg inning on page 16_8 • This 1. Identification of the Facility. The identification of each facility includes both the actual facility and land acquisition and operation where appropriate. 2. Amount. The area in acres (ac), lineal feet (LF) or number of units of a particular facility. 3. Estimated Cost. The cost estimate for each facility is based on the most accurate information-as ·of the writing of this plan. The costs are in 1987-88 dollars and will be updated as yearly monitoring takes place. 4. Timing. The projected date the facility will be 5. constructed. F1mding Options. The funding sources are listed in priority order and include City sources, developer sources and public financing sources. In many cases, a combination of sources are proposed. At the end of each facility summary is a list of projects· that are currently budgeted in the city's approved 1987-1992 Capital Improvement Program. Various financing options-are summarized in the Executive Summary of this report. 167 EXHIBIT 71, page 1 ZONE 7 -FACILITY FINANCING AS OF 1/1/89 FUND I NG OPT! ONS I FACILITY AMOUNT EST~~:~ED TIMING ,--;;;;;------------------;;;~~-----------------;~;;~-----------, NOTES I =~;~~-~~~~~;;~~;;~~== .. =,-.... ==-=============-~===-====---===--= .. ===--===-===-----4============-==-=-...::====-========================== ..... =-.... ====--==-============== I -; :--~;;-;; i~;-o;;,;-;;;~; ~;-----;-22: ;2;-;;--;---;2: ooo :ooo-------;;~;=~ ----;--~i ;; ·:-;;;----· ------;-----· ------------· ----;---------· -----· ·-·;;;:;~;,ii ~ ----------· ---· 1 I I Facility Fees I City, -PFF/S S= Sewer Enterprise I I Fund I City, -PFF I TOTAL CITY ADMINISTRATIAN COSTS =;-;~:;;;:~~~-1 I I 1------------------------------------------------------------------·-··-----·-------------------·-----·----·---·--·-----·-------------·-----------·----·---·-·---·---------- 2. Safety Center Phase II 3. New City· Hall 62,000 sf NA $3,455,000 S23,100,000 1992-93 1999+ -------------------------------------------------------------------------------------------------------~------------------------------------------------------------------ -------------------------------------------------------------------------------------·-------------------------------------------------------------------------------------I FUNDING OPTIONS I ESTIMATED FACILITY AMOUNT COST TIMING f _ FIRS1T SECOND THIRD f NOTES 1 -----=-=-=---=========:-========.====-===-~=-=~=~--=-~.m...:-=--=========--=----w:---=------=-====-----=--------------------------------------------=-==--==------- LIBRARY FACILITIES ----------·-·-·-·~·--·--·-·-·-··--------------------------------···----·-·-·--·-----·-·--------·--------·--·------------·-------------··--··----------·-··-----·----·---·---1. Library Remodel 8,000 sf S3,94tl,OOO 1994-99 City • PFF 2. Library -For Build Out Population 15,331 sf , I SS,060,000 1999+ City • PFF 3. Library -South l $28,100,000 I Carlsbad 58,000 sf 1989·1999 City PFF TOTAL LIBRARY COSTS ========-====1 $37,108,000 ------·--·---·--·--·-·---··--·----------··--~·--·-----·-------·-·-------·---------···-···---·--··--·--·----------··--·-·--··---··---·-·--·----•--·•••'••--·--·-·---------··--- ·---------·-·------········-----·-··-··-·-·----·--·------·--··---·-·---·------··-------·~---·-··--~----··-----------··--·-·---·······-·----··---···-•·--•----·-------··--··---I FU.ND I NG OPT! ONS I I FACILITY _EST~~ED TIMING ,--;;;;;;·----------------·;;~~~~-----------------;~;;~-----------, NOTES I l ====-=====-====-===============-~=~====-===-==========---====-=~=-==~u:r:~r;--.:~===========================================================--==•-==--==-==============1 WASTEWATER FACILITIES 1-, :--;;;i ~;-~;;;ii-~;;;d;--· --· --------------· --;; : ;;; : ooo _ i _ -~ -; ~4=; m--· ;---;;~;;;· ;;;;-· --· -----i---· ----------· -------------· -----------i--·--· --"--· -------------·-1 S29 ,396,000 I 1989-99+ Seweir Fees I $7,488,000 I 2. Encina Phase IV Expansion 3. Encina Solids Management 1989-99+ Seweir Fees TOTAL WASTEWATER COSTS =;~:;~;:;;;=1 --·-·---------·----·-----·------------------·--·--·------·----------· ~-------------········---------------·-------------·---·------------------~--·-------------------·- 1 658 I -i EXHIBIT 71,, page 2 ' -----------------------------------------------------------------~----------------------------------------------------------------------------------. ---------------------1 FUNDING OPTIONS -------------------------------------------------------·--------I ESTIMATED FACILITY AMOUNT COST TIMING. I FIRST SECOND THIRD I NOTES I========-===-=====--=-==~-=-~====================---========================,=====================================================-======,======================== PARK FACILITIES • PARK DISTRICT 2 .- 1 · 1. -· Con;tr~tion •••••••••••••••• I .. ·-----------------------------------------I-------··--------------I -----------------------i-------------------------------------------1 ·Larwin Park 22.2 acres $2,530,000 -Macario Park 25 acres $7,000,000 1990·92 1999+ City -PFF City -PFF PFF -Public IFacil ities Fee I -=--------I . I TOTAL PARKS COSTS: $9,530,000 I I I I I -------------------------------------------------------------------------------------·-··-----------------------------------------------------------------------------------CIP Budget: 191-'92 $2,275,000 (Larwin) 1999+ $7,000,000 (Macario) -------------------------------------------------------------.------------------------·-·----------------------------------------------------------------------------------- 169 EXHIBIT 71, page 3 ' ---------------------------------------------------------------------------------------------------------------------------------------------,----------------------------- ESTIMATED •••••• ••••••••••• •••••• ~~~~ ~~~ .~~~~~~ •••••••••••••• '········· •• I FACILITY AMOUNT COST' TIMING I :FIRST SECOND THIRD I NOTES I --------=-==:p,=--============-=====---=---=~=-=======--==---==---================-----==---===----===-----=--===========---====--------=---=-.~ ===---===--------------- ' DRAl~AGE. FA~~ ll~IES ••••••••••••••••••.•••••••••••••••••••••••••••••••••••••••••••.•••••••••••••••••••••••••• _ ••••••••••••••••••••• -•••••••••••••••••••••••••••••••••••••••• I IIATERSHED B: I I I I I I Sediment Detention Basin: 1·2 acres $86,250 Concurrent Developer I I I I w/Develo~nt I · 1 I I I Dredging of Aqua Hediionda Creek' I 3,000 LF I $644,000 I w/;~~~~~~~t, I Developer! , 1 I 4211·4811 Storm Drain 2,950 LF $195,400 Concurrent Developer I I w/Develo~nt I I I 3011·3611 Storm Drain: I 3011 RCP I 200 LF S16,0DO I Concurrent Developer I I 3611 RCP I 600 LF I S60,000 I w/Deve~o~nt Developer I r- B·1 Inlet 1 EA $3,000 11 Developer Pipe Collari I 1 EA I •••••••• ~~~., ", I Developer I Subtotal I S79, 575 I 3011 Storm Drain: . , I :1 3011 RCP 500 LF $40,000 I Concurrent 8·1 Inlet 1 EA $3,000 w/Develo~nt HDIIL (wing type) 1 EA •••••• ~=~~~., 11 Subtotal , I 3011 Storm Drain: I 3011 RCP HDIIL (wing type) Subtotal Total llatershed B: llatershed A 3611 RCP HDIIL (wing type) Total llatershed A 1300 LF 2 EA · $47,500 I I $104,000 I $9,000 ····;;;;:~~~·, "· 165,ns I 1000 LF·I $100,000 2 EA I······~~=~~~. Concurrent w/Deve(o~nt Concurrent w/Develo~nt Developer Developer Developer -Developer Developer Developer Developer ' - I I I I I Subject to reimbursenknt per the Drainage · Master Plan I SWJ~• '' ,.,...,,,_, I per the Drainage Master Plan I I s109,000 I _ TOTAL DRAINAGE COSTS $1,274,725 I -I I I 1····································································································································~······································1 I I I 170 EXHIBIT 71, page 4 ' ---------------------------------------------------------------------------------------------------------------------------------------------------· ----------------------FUNDING OPTIONS I FACILITY . AMOUNT EST~~ED TIMING I--;;;;;·-----------------;;~~~~-----------------;~;;~-----------I , NOTES . I =~;;~~;;;~;=;;~;~;;;;;=======================--========================-============================================================,============.:-========== I ----------------------------------------------------------------------------------------------------------------------------------·-----------·----------------------------, 1. IMPROVEMENTS NEEDED BY 1990 I I I I I I College -Elm to Lake Blvd. I 4 lanes $3,074,000 I 1990 I Developer I Elm -Tamarack to Glasgow 2 lanes $160,000 I 1990 I Developer I · Elm -Glasgow to College 4 lanes $535,000 I 1990 I Developer I 2. IMPROVEMENTS NEEDED BY 1995 College -Elm to Zone Boundary 2 lanes $2,850,000 1995 Developer College-Zone Boundary to Cannon 2 lanes $923,000 1995 Cannon -ECR to College 2 lanes $3,450,000 1995 I Developer I . Deve I oper I 3. IMPROVEMENTS NEEDED BY 2000 I I · II College -Elm to Zone Boundary I 2 lanes $915,000 2000 I Developer Zone Boundary to Cannon' 2 lanes $305,000 2000 · Developer I Assessment District Assessment District Assessment District I 3. l~PROVEME~TS NEEDED BY B/0 I _ I I Elm--Pontiac to Victoria 2 lanes I =-$1,391,500=1 2013 Develope_r I CITY -TIF I (1) I TOTAL CIRCULATION COSTS . $13,603,500 I I I I --------------------------------------------------------------------------------------------------------------------------------------------~-----------------------------C.I.P. FUNDING I Road Segment: Elm Avenue -Pontiac Drive to Victoria TIF $1,050,000 1999+ I Traffic Signals: Cannon/ College PFF $125,000 1994-1999 I College/Elm PFF $110,000 1991-1992 El Camino Real/Cannon PFF -$125,000 1990·1991 I Notes: Difference in estimated cost and CIP funding will be the developers financial responsibility. 1 71 I 1-·- EXHIBIT 71, page 5 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------, . I I FACILITY AMOUNT EST~~~ED TIMING ,--;;;;;----------------------~~;~~~~~~~~~~~~-----;~;;~-----------, NOTES I =======~=====-==--==-=-====-====-====--=~-----~=====~ ··===-=~===========================================================================-=========================-, SEIIER FACILITIES -=:;;:---------------------,--i-:::::-:;---i-----:~::::-j--;;:~----:::::::-~-:::=:-j __________________ i ________________ i _______________________ l NAHT1A 4,000 LF $220,000 1990 Developer w/ reimbursement I I VCT1A Sewer Main Gravity line to Zone7/25 boundary SAHT2B SAHT2C Village II P~ Station Gravity lines to P~ Station Force Main from P~ Station 1 ··: '.: I 3,000 LF I 3,500 LF I ,.aoo LF 5,100 LF Gravity line from P~ Station· 1,000 LF to SAHT2B SAH1 2,321 LF SAH2 2,200 LF SAH3 2,400 LF SAH4 3,500 LF $52,500 $61,600 $94,200 $252,000 $125,000 $197,200 $119,850 $35,000 $313,200 I $297,000 I $850,000 $472,500 ====--======= Bui la out Concurrent w/ development 1991 1991 Concurrent w/ development Concurrent w/ development Concurrent w/ development Concurrent w/ development ' 1995 1995 1995 1995 Developer I I Developer I I Developer w/ reimbursement I I Developer w/ reimbursement I 1 1 Developer I Developer Developer Developer· Developer Developer Developer Developer I TOTAL SEYER COSTS $3,390,050 I 1 I ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- 172 EXHIBIT 71, page 6 ' -------------------------------------------------------------------------------------~-----------------✓---------------------------------------------·----------------I FUND I NG OPTI CNS I I FACILITY ' AMruNT EST~~:?D TIMING 1 ··;;;;;························;~~~~~············;~;;~·····_.····· 1 NOTES I ,=~~;~~=;~~;~;;;~~==========-===.:-==================--==-=-======================-============================================= ======----=====================--, 1·······························i············i·······························i·······-·····················i··················i······-·········i--···············-····· I PHASE A: I I I I I I 1800' $72,270 Concurrent w/ Developer I I 1411 A.C.P. PHASE B: 1211 A.C.P. 1411 A.C.P. 1611 A.C.P. 21 11 A.C.P. development I I I I 9500• $311,410 75 $301,125 40 $190,080 28 $200,200 TOTAL WATER COSTS ==;;:~~:~;=1 Concurrent w/ development Concurrent w/ development Concurrent w/ development Concurrent w/ development Developer Developer Developer Developer -------------------------------------------------------------------------------------·---------------------------------------------------------~--·--------------------- 173 I - REFERENCES "Calavera Master Plan, MP-lS0(F)", City of Carlsbad cc Reso 9708, February 21, l~Q4. "Capital Improvement Program", 1988-1992 "Citywide Facilities and Improvements Plan", City of Carlsbad, Revised September 29, 1986. "Master Drainage Plan For The city of Carlsbad, California", VTN Southwest, June, 1980. "Master Plan for Public Water System", Costa Real Municipal Water District, February, 1985. Master Plan Of Sewerage For the City Of Carlsbad", Wilson Engineering, December, 1987. 174 Appendix A-1. Constraints Map . ,,... ' ' • ~ ~' + + ,. + +. ,,.,-'•, •. t-' ': ·---~\~\ --._ ---. \,) + + ·----~,.:-,-L----=-J:"'·· --~~---· ......... ,,,. -----..;.. _.J.---..... ____ ;,__,,,.,- ! ! ·1 l ' ''' ' I' "\ r ' I..,-" -' I i ,~ j: l ' i_ ,--L / f 1':}~.Y- . . ! ./ ' , + + ... i D ... j D D + + \ \\\:~\ , . . ' . -+ + t 0 ZONE 25 J1'~~ ----..=::--.-----~ 'r )"t.~ ~-....._ <::----------~ ' - + + ' I ,,---....._ -....~ ~-;_ ' 11, -------:::--==------- 11 i . )-L-------~- \ ---------------------'-;-/~ -- ~-=, _a• ~~~;7-'c~j'. . ~~--~FC ,_ ".-·. \ ----f-: ,: --. I Village M SCHOOL \ "'~-\ 11.1 GROSS AC. "\ "' \ - \ ' ' • D , , t.lJ NET AC. D j .Village J / ' / -~EXISTING' > -.RM __ ....... / 30.7 GROSS AC. 21-e-D.U. I ! '!1i'i_f,'.P( . , •. ; '' 'I I ' I ·' i ' D Village B EXISTING RLM \ JL 52.3 GROSS AC. 167 D.U. ~--- • ~/), 21-i--______ / ' ..--· I -\ 1 - ' ' '- \ F I Village A EXISTING RLM / lj)-.4 GFlOSS AC. 36 D.U. I I I ii ' ' ................ . ",. Village c· EXISTING • I I I I : : : : t ,....; \ .. + + + ·-------· . ----- Jan. 20, 1987 ZONE 14 R_M ___ -L2 __ ·..•. • . . ·; -i_· 20.1 !! 13 9( 30jH 64.6H PM-D RM-J Tet. RH •-~-MH-K RMH-LI Tot. RHH ! .. 13_::,?ji 7.SH 50.7;\ 2.21 0.9i + + + i I 1 57.1' T + + + l I ----....... l ' ' 6-4.45 3.8!_ 0.9i ···-·--·-·---- ... 7! 42.35 86.1 ! 6-43.45 -·--.. ·-·-i _____ : _., ______ f·-·----·· _,.i -. ' i . ,--·--·-·.. ·----: ····-· ··-t·····-.. -·~·'. J~ ~~E':::±~lii½l!--+,,;:~:::+:::::+:::=·=·~r---~-=--=-J·;_--~--~ . "3 ~--,f-----...1 ''"-'~··e...._ : ·-·,-----;~----0. --1-, -----:~--~· r --•-•-,.-' _.....c ___ 1(~B -+----•--◄.5 ---·-··--'---''=18 -'--+_J ______ __ 0 TOTAL 818.9;; 1·:1.6 20.!51 O] 19.9! oi o; o; o'.·-·-··---tf·--···----··-; __ o oH 70-2 ! 86.0 705.65 LEGEND: 0 100 200 1 400 epo r-,:.:i- 1 ,..._-':c < 1 1 , ---+ .,. , t ""' . Pl.AN.NII'& . ~,- II I!! I!! Appendix A-2. Library 50-UTH CARLSBAD r LIBRARY SITES · ' •. , ,· cove ,. . -- ,--.. . APRIL t 6 , 1987 TO: SIT! S£U:CTION COMMim! FROM: Lf brar-1 Di rector LIBRARY srr: S£U:CTION PROGrtESS REPORT Library and city staff have had six meetings with the developers who plan ta build a shopping center on E1 Camino Real be~.een Alga Road and Dove Lane. The result of those meetings has been tne development of a tentative site plan far a librar-1 building. The ne;ct step will be ta develop a final site i:,tan. • • The addition of the new pest offfce to this general site plan has ca.used some of the revisions we have developed. rnat has also required t.ie de•,e1opers to purchase an aaditional seven acres of land ta accommoctata both the 1 fbrary and the post office. The developers are in the process of purchasing the _prop~rty at this time. We have also been working with some preliminary financial data to purchase the site and the building. The follow- ing options appear to be possible: 1. Purchase the land from the developer and lease back the build• --ing. · • z. Lease back the land and the building. l. Purehase outright the land and the building from tne developer after the building 1s built. - Any ane or a combination of these options may be feasible. More worx needs to be done on various financing alternatives. This proposed sita appears to be the best possible site for the tfbrary fn the southern half of the city. The c:ombination of · a shopping center,. post offfca and libra·ry wfll make far an ideal mix and shauld pl"'Ovide a convenient souree af services to the public. The site satisfies all the major critarla we have used ta evaluate various potential library sites • PAS Di stJ-i buti on : G.!off Armour John Cahil 1 Bebe Grosse Michael Holzmiller 4,.,, ltrt J ,-t,,i n • • •• z 0 ;:: _u . t CITY OF CARLSBAD -AGENDA BILL I AB# /!(4?--.#/ Tm,E; LIBRARY SITE AND FUNDING RECOUl!L~- LIBRAB.Y IN SOOT! DEPT. HD: __ MTG. 7/7/87 CATION FOR A NEW' DEFT LIB ·CARLSBAD CrNATTYV~ cm Mo~\. I RECOMMENCED ACTION: l. Approve the reco=uudad library sica and direct. cha. Cicy Manager co negoci&ca a purchase agreemenc wic!:1 che owner. 2. Direc:c che City Manager co inclade funds in cha CIP for lad acqui.sicion and c:mun:ruction of a library. 3. Diraci: c!ie City Manager co avaluaca alternative mechods.of financi:tg and c:ouc:uceing cha library (developer build vs. City build). On January 27, 1987 Che Cicy Council diracced staff to aegociace che acquisitic~ of a library site and/or a developer proposal co build and lease back a li~raey facilicy. Council accian ws based upou the library site selection cotmiccae report vhich li.scad five sit~s for cousideracian. All five sites m.ec the selecciou criceri& recommended in the Library Scracegic Plan. Subsequent izrrescigation and aagocia~iaus nth Carlsbad Retail Associ.aces has resulce~ i~ the selection of a preferred site. Ac its meeting ct April 16, 1987 the sice selecciou ccmmictee endorsed Site! as cha besc site for a aev library. T"ca library board also has endcrsed cha sice. The asking price for che proper:7 appears co be c:ousiscenc vi.ch ochar proparq-in cha area. · Doign funds of $650,000 ara already budgeted in the CU. Design of Che build~; • will occur upau purchase of cha sita. Purchase is aucicipacad during 1988. nsc.u. n!l'ACT: the Cicy bas several alter.zacives available for funding the acquisition of a ne~ library. All opc:iasis depend. on cha City pledging public facilities fee funds. boch existing and fucura, co Chis projacc. The ulcimata decision ou exactly hc'\o·- ca fil:umca Cha c:cucnc:ciou v1ll dacand.na the u:canc of public facilicies fees c:amm:f.tted co cha project iD fucura years and Cha efface cha library vill have o~ cha timing of ocher improvem.encs. '?ha library.project coses are summaruacl in the follaviDg cabla: Fiscal Appraz:lmate Descriociau Year Amount hceived -Land Acquisition 1988-89 $1,1 m1Jliau Gracli.ag 88-89 0.9 a:UUon Design 88-89 0.6 million Coascrucciou 89-90 co 90-91 8.4 million Tow Project Cose $ 11. 0 million Operatiou 90-91 ancl $0.5 co 0.9 million , tha:U:ter Purc:hs• of cha library site and funding grading coses prior co 1989-90 may require dedic:atiou of all available public facilities fee revenues for 1987-88 and delay of carcain existing PFF projects. Th• list of projects cob• delayed includes Palomar Airport Road uq,rovemants, park imltrovemencs in th• ·aorcheasc and souchvest quadrants, the Public Safety Cancer phase II and III and many 1, • .,. ftP~iaer~- Page 2 AB NO. 0 f!/.d 1 · _.I 'This d.ala7 in funding ocher i:11provemencs i.s bro_ughc on by reduced PFF revenue due co che slowing of developmanc accivicy. E..~iscing resources muse be allocaced co only cop priority projec:s. Scaff i.s recommending that Council reserve fW1ds for che acquisition of la:ad and gracling coses from 1987-88 revenue (assuming 87-88 revenues are sufficient co cover these and ocher commicced coses). Actual purchase of che proper:y ~~uld nee occur until 1988-89. The long cerm financing of cha building conscruction coses could be done i: one of three w-ays: l. !uilding construction funded by site developer vich lease bac~ agreement -under chis concept the City wuld enter inco a lease back agreement with Che sice developer co build che library ta City specificacions. The City wuld then enter inco a -long cer::i lease back agreement n:h the developer pledging up co $1 nl.liou per year of public facilities fee revenue co lease payments over a 20 year periwd. The actual lease payments ~ill depend on construction coses and interest races durin6 chis 20 year period. By allowing che site developer co build the build- ing, che City may be able co lower cocal ccuscruccion coses by taking advancage ·of cer'Cain economies of scale. %. C.nilicatas of Participation -'The City may issue Cartificatas of Participation for the constnctiou of the building. !ha public facilities fee fund would be pledged, along with Cicy general fund revenues, to the repayment of the debt, as in the above approach the library debt wuld have first clai:ll of PFF revenuas. Th1.s alcarnacive offers cha City a lower interest n:a dua to our ability co issue tax exam-pc debt. Itepaymenc vauld require up to $1 m1lliau per year for 20 years; however, due ta lower in1:eras1: races, cha actual case co the City could be slightly less than alcamacive #l. · 3. Mello-iaos Districe ltaimbursemant -Under chis alcerna.tiva cha Cicy must puc cogecher a series of financing seeps. First, che building could be cousc-ructed by the site developer or·by cha City through -the use of Mello-Roos tax exempt debc. In either case the ultimate cost of che building wuld be supported by Che Mella-Roos district. The developers supporting the district could ~~e the annual assessment placed upon their district reduced by the amount of public: facilities fees payed by chat developer. The case to the City is limited to the amount of public facilities fees paid by developers within the ducric:c. iny shortfall could be assessed against proper~y wich th• d:Lscric:. Council is not required to select a funding alceruacive ac chis Cima. However, an understanding of the alcernacives is necessary before che Cicy moves forvard wich che project. Tw imporcanc points found in all financing methods are 1) Public facilities fees are pledged co repay che Paga 3 A.8 m •. l?,z .,ir/ case of the buildiAg and. 2) the Cicy will be delaying many public fac:illcias fee projects co make way for library funding. th• CIP which vill be presented ca Council in che nax~ fev months will dacail the fiscal ilzq,ac:t of chi.s prajecc. The acy will require davelol'll'lnt of 400 ca 600 dwelling units per year ca fund the library coutruccicn. ?he operating cosu for the nev library will run from $S00,000 ca $900,000 per year depencli:ig on che level of operations. The Cicy presently is unable ca support chis additional case. Pral.iminary projections of G«neral Fund revenue shov chat an operating deficit of about $1.S million vil.l. exist in 1990-91, the fi:sc year of oparacious for chis fac:ilicy. The Cicy must consider revenue enhanc:emeucs ar :cue fees assessed agaillsc development co cover operacillg coses for the firsc year or c:wo of operacion.s. EJJIDITS: _,,-1. Mamo frmi Library Director co Sica Seleci:ion Committee daced . April 16, 1987. 2. Stea plan. 3. L4ttar from Johnson tlax Development Corporation co Frank Mannan data June 26, 1987. 4. Sitamap. Appendix A-3. Parks ;~. Jr: f-:.-.= '.HRJ)' I EG•' --,. . .l /·;3JFJC;.,;,J;l,, COM = C.onmu,; ty 5UA = Specia'. use Area SRA= Special Resource Area + = Future Development ++ = Future Acquisition JWNERSH[P -= City uwned 3D = School District 3T = State :, = Privately Owned -= Leased ~ACJLTTY A~~~ITY :;p = Group ~,cnic Facility • L = Lighted • ~ ~-~w HC'..IDAY 2 I NW L;..GUNA RIVIERA j I NW H;..GEE 41 NW H:JS;i GROVE +51 NW M;..::ARIO (25 ACRE CREDIT EA. -+61 NW PlkE SCHOOL/ACQUISITION +7 NW CANNON LAKE 8 NW PIO PICO 9 NW OAK 10 NW HAXTON BROWN 11 NW ROTARY 12 NW BUENA VISTA ELEMENTARY SCHOOL QUAD.) 13 NW CARLSBAD HIGH SCHOOL TENNIS COURTS 14 NW SWIM COMPLEX CLAS:-s (, 0 I L w z A N E s E s R I s F H I I C p A T I 0 N 5.88 COM I C ~.05 COM I C 2 .10 COM I C 27.S5 COM C 25.00 COM C "5.20 COM SD TOTAL: 69.78 AC EXISTING COMM -39 58 AC - 6.87 SUA C 0. 76 SUA C 0.40 SUA C .94 SUA C 1.00 SUA L ATSF 2.30 SUA SD 1.10 SUA so 3.79 SUA C CONTINUED *TOTAL ACQUISITION OF 7 AC. TO INCLUDE PINE ELEMENTARY SCHOOL PARK (2 AC) . i ti : ~ p F p A I L E I s C A I N s N y I I I E V C A C E p 0 A p L A R A R E R p E A A R A T E u s s E R V E I I . GPI • I . I . . I . I I . GP . I . . I I • I ,. * * * I .. .. I .. ,.. ... USE~ s 1 M G 1 I R (, (J CJ, f; .. F H I " s ) ' w u u y E E R H F 0 0 I I ! 0 H I. I R L M N s 0 -F II w s K R u N M F T N N T u s --E H I s F D M I A I p I s p R I N E F I M s s R T I 0 N G s L V N u p I 0 M E T w B G H E B G L u u C 0 E E E 0 0 B T R M 0 M E p R A E 0 C p I p u s T A p T A 0 0 -0 R I R A B I C R u 0 u s T N K R 0 N 0 D R L s E s G I K A G u s T E N I T R s C R G fl I T T 0 G fl s s 0 G M I I I I I • I . . . I l"L I . I '"l . I I . I I I I "L I I I I I • . • I • I I I . . I . I . I I I I I I " " .. • ... .. ,. .. ,. ,. * * .. ,. REVISED 4/21/89 "!. + = Future uevei~~nt + = Future A1 pn 1WNERSHIP = City Owned 0 = School District T = State = Privately Owned = leased AC I LI TY A~EllJT Y ,P = Group F1cnic Facility L = Lighted 151 NW I CHASE FIELD 16 NW HARDING STREET COMMUNITY CENTER 17 NW J::rFERSOH ELEMENTARY SCHOOL PARK 18 NW K~LLY ELEMENTARY SCHOOL PARK PIN~ ELEMENTARY SCHOOL PARK 20 NW VALLEY JUNIOR HIGH SCHOOL PARK 21 NW CA?. COUNTRY 22 NW PINE SENIOR CENTER 23 NW MAGHOLIJ.. ELEMEHTARY SCHOOL PARK 24 NW CANNNON ·25 NW MAXTON BROWN EXTENSION 26 NW AGUA HEDIONDA LAGOON 27 NW BUENA VISTA LAGOON 28 NW , BEACHES (28.3 AC CREDIT EA. QUAD) 29 NW MACARIO (47 AC CREDIT EA. QUAD) 30 NW HUB I OTAL NON-CITY OWNED 25.10 (CUSD • 22.4 AC) [ 2.30 1.00 2.60 2.80 2.00 7.50 .88 3.31 4.10 1. 70 1.15 ,.. s s I F I C A T 1 D N SUA IC SUA I C h [ R s H I p SUA SD SUA SU SUA SD SUA IC SUA IC SUA SO SUA L SUA C TOTAL: 46.50 AC EXISTING SUA • 38.48 AC 254.00 SRA ST 202.00 SRA ST 28.30 SRA ST/P 47.00 SRA C 92.0D SRA L TOTAL: 623.30 AC ,. I E C 0 L p R E s E R s I V E A R E A '- A R E A .. .. .. " p p A R A T u s ,. .. p 0 0 L I\ I L F T I M u p L U T R I p -0 u s s [ E l~L I I I C T s . .. .. " M fl A s I u H EXISTING COMM+ SUA • 78.06 AC * * * * * Ii II I s C 0 u R T s R 0 0 M s I .. u u p M E E T I H G R 0 0 H s I T E p A R K I N G " .. • • s I T E p A R K I N G ,. .. " * .. • p 0 w E R B 0 A T I N G .. E R B 0 A T l N G :> H I N G • ~ I ; N E G S H 0 E C 0 u R T s ~ I ~ I F L V E B B 0 C A 0 R U D R S T s EXISTING+ FUTURE COMM+ SUA = 116.28 AC * • * • * * * * * " * * * * REVISED 4/21/89 . '..., ~ . . . )~1 = Lorrmu~1t} I l\ = ~oec1~l Use Area lA = Spec i a ·1 Resource Area ' = Future Development ' = Future Acquisition JNfRSHIP = City Owned ) = School District r = State = Privately Owned = Leased r,c IL TTY A"'~tlJTY ~1 = Group ~,cnic Facility L = Lighted 31 I NE I CALAVERA HILLS sl NE M.:.CARIO (25 AC. CRED11 ALL QUAD.) 321 NE LAii.\.llN 331 NE SAFETY CENTER BALLFIELD 341 NE HOPE ELEMENTARY SCHOOL PARK 28 NE BEACHES (28.3 CREDIT ALL QUAD) 29 NE MACARIO (47 AC CREDll All QUAD) 35 NE LAKE CALAVERA OTAL NON-CITY OWNED= 2.8 AC ~ . . .. ~ [ I L z A E s s I F I C A T I 0 N 16.16 I COM I 25.00 I COM I 22.20 I COM TOTAL: 63.30 AC EXISTING COMM -16 16 AC - 2.00 I SUA 2.80 I SUA TOTAL: 4.80 AC (J \. .. \,/ F I k N E I s I E t, I s R I I I I s E V H C E I 0 p L A R p E R A E s E R V : C , I C I C I . C I SD I EXISTING COMM .... SUA 20 96 AC = 28.30 I SRA ST/P . I 47.00 I SRA C I 252.DD I SRA C ,. I ,. TOTAL: 327.30 AC t I J.I G -1 r~ lJ . ' (J (; I, ' e i ~ I h :, I L \,/ u u y E I E R ti F 0 I 0 I I 0 H " C t, I R L M t, s 0 -F ti \,/ s K R u N I N y M F T N N T u s --I E H I s F D I M I A I p I s p R I N E F C A I M s s R T I 0 N G s L V p N u p I 0 M E T \,/ B G H E B A p G L u u C 0 E E E 0 0 B R A T R M 0 M E p R A E 0 C E R p I p u s T A p T A 0 A A 0 -0 R I R A B I C R u T 0 u s T N K R 0 N 0 D R u L s E s G I K A G u s T ? E N I T R s C R G N I T T 0 G N s s 0 G M • I . I j,.L k " I *l I . I • I . .. I I I I I I I l I I I I I I I I I I I I I . I I I . I I . l I I ,. .. I I 1 --EXISTING+ FUTURr COMM+ SUA -68 1 AC . " I . .. REVISED 4/21/89 ---. •. ' .:ur-i = t.om· ) Area l, t-: IJ --k (J (J ,. ;: ti ' ~ ~ ' -J I) I r. j SUA = Spe. I L w r:: ; II . L w u u y E E R ll F 0 I o I I 0 H A S~A = Spe:1al kesource Area z I-, N ~ s C A J R L M N s D -F N ' w s K I R u II .. = Future uevelopment E s E 1; s N y M F T N N T u s --E H I s F D ... = Future Acquisition s R I I I M I A I . p I s p R I ti E F I s E V C A I H s s R T I D N G s L V OWNERSHIP .. F H C E p N u p I 0 M E T w B G H E B r = Clty Owned I I 0 A p G L u u C 0 E E E 0 0 B I, SD = School District C p L A R A T R H 0 H E p R A E 0 C ST = State A R E R p I p u s T A p T A 0 p = Privately Owned T p E A A 0 -0 R I R A B I C R u L = Leased I R A T 0 u s T N K R 0 N 0 D R 0 E u L s E s G I K A G u s T F~CILJTY A~~IIJTY N s s E N I T R s i,t = Group P1cnic Facility . C R G N I T .. L '= L 1ght.e:i R T 0 G N s \' s 0 G . M _361 SW ALTA MIRA/CITY -SAMMIS ACQ. -42.00 I COM I C I I I I I I I I I -sl SW M:.CARIO 125 AC. CREDIT EA. QUAD.) 25.00 co~ I C I I I •371 SW AVIARA PROPERTIES 24.25 COM I C I I I I -TOTAL: 91.2:i AC fXISJTING COMM= 0 AC SCHOOL SITE j 6.00 I SUA j SD TOTAL: 6.00 AC I I I I I I I I I I I I I I I --28 SW BEACHES (28.3 AC CREDIT EA. QUAD) 28.30 SRA ST/P I • * ,. " EXISTING SUA -0 AC EXISTING+ FUTURE COMM+ SUA -97 25 AC 29 SW MACARIO (47 AC CREDIT EA. QUAD) 47.00 SRA C I 39 SW BATIQUITOS LAGOON 484.00 SRA C/ST ,. I • ,. TOTAL: 650.55 AC TOTAL NON-CITY OWNED= 6 AC REVISED 4/21/89 W,Tid> . · '-.SSTFIC.'..7i0tl~, ::oM = Lornnunay I 5UA = ~pec1al Use Area SRA= Special Resource Area + = Future Development ++ "_Future Acquisit10n OWNERSHIP .. = City Owned ~ SD = School District 5T = State p '= Privately Owned -= Leased =ACILITY A~ENITY ·3f-' = uroup Picnic Facility 'L = Lighted 40 : SE LA COSTA CANYON ~l SE STAGECOACH • .;2 SE. I ALGA NORTE FUTURE -43 SE CARRILLO RAtJCH 43 SE CARRILLO ACQUISITION •+ . 5 SE MACARIO (25 AC CREDIT ALL QUADJ 44 SE FUERTE 44 SE FUERTE ELEMENTARY 'SCHOOL PARK 45 SE · LEVANTE ELEMENTARY SCHOOL PARK 46 SE CADENCIA 28 SE BEACHES (28.3 AC CREDIT EA. QUAD) 29 SE MACARIO (47 AC CREDIT EA. QUAD) I Uf..S: s (. 0 I L w z A N E s E s R I s F H I I C p A T I 0 N 12.34 I COi-i I C 28.00 I COM I C 35.00 I COM I C 10.28 I COM I C 8.50 I COH I C 25.00 I COH C TOTAL: 119.12 AC EXISTING COMM• 40 34 AC 3.6o I SUA C 2.00 I SUA SD 5.40 I SUA SD 2.00 I SUA C TOTAL: 13.00 AC I C p p A E s N s I . I E V C E 0 L A R p E R A E s E R V E I • I • I ,. I • I I I I I I ) p p s l M u I L w u u y C A I R L M N y M F T N I M I A C A I M s p N u p I A p G L u u R A T R M E R p I p A A 0 -0 T 0 u s u L s E s E C T s GP • I I • I GP I ,. 1.l I " "L I I I I I • " " " " • * * •· us~' i I{ G (J 0 Ii i ? F h h E E R N F o I o I I 0 N s 0 -F N j W s K R N T u s --I E H I s I p I s p R I N E s R T I 0 N G s 0 M E T w B G H C 0 E E ·E 0 0 0 M E p R A E u s T A p T R I R A B I C T N K R 0 N 0 s G I K A G u N I T R R G N I T 0 G N s 0 G M I ,. " I ,. I "l 1 .. 1. I .. " " I I I I I I I " I I I " • • " * • • = " -EXISTING SUA 13 AC EXISTING COMM+ SUA 53 34 AC FUTURE+ EXISTING COHH + SUA -132 12 AC 28.30 I SRA ST/P * • • " • 47.00 I SRA C • * TOTAL: 75.30 AC ) s 5 H A u N F D F L V E B B 0 C A 0 R u D R s T s • *L TOTAL NON-CITY OWNED 7.4 AC REVISED 4/21/89 I\~&\.._..> m.ttt.~ U/0 ACRES ACRES GRAfJn ) lOIAL 1!1.@ [Y{ C'T POP. REOUIREO EXIST I • \ )POP. EST. REOUIRED FUTURE TOT + I r -l + . -w --N~J (C) 63.11 39.58 ( 23 . ..,J J ( 39,479) 98.70 30.20 69./8 ( 28.92) (SUA) 12.62 38.48 + 25.86 19.74 8.02 46.50 + 26.67 TOTAL 75.73 78.06 + 2.33 118.44 38.22 116. 28 ' 2.25) SRA 63.11 623.30 t560.19 98.70 . 0 623.30 +524.60 NE *( 9,879) (C) 24.70 16.16 ( 8.54) ( 20,843) 52.11 47.20 63.36 + 11. 25 (~UA) 4.94 4.80 ( . 14 l 10.42 . 0 4.80 ( 5.62) TOTAL 29.64 20.96 ( 8.68) 62.53 47.20 68 .16 + . 5 .6~ SRA 24.70 327.30 +302.60 52.11 . 0 327.30 +379.41 SW *{12 ,081} (C) 30.20 -0-(30.20) ( 31,775) 79.44 91.25 91. 25 + 11.81 (SUA) 6.04 -0-( 6.04} 15.89 6.00 6 .OD. ( 9.89) TOTAL 36.24 -0-(36.24) 95.33 97.25 97.25 + 1. 92 SRA 30.20 650.55 +619.80 79.44 . 0 650.55 +571.11 SE *(20,454) (C) 51.14 40.34 (10.80) ( 42,817) 107.04 78.78 119.12 + 12.08 (SUA) 10.23 13.00 + 2.77 21. 41 . 0 13.00 ( 8. 41} TOTAL 61.37 53.34 ( 8.03) 128.45 78.78 132 .12. + 3.67 SRA 51.14 75.30 +24. 16 107.04 . 0 75.30 ( 31.74) 'OTAL (67,657) (C) 169 .14 96.08 (73.07) (134,914) 337.29 247.43 343.51 + 6.22 l'<AGr (SUA) 33.83 56.28 +22.45 · 67.46 14.02 70.30 + 2.84 5J :!>/B't i.o.,.:., '3.:, TOTAL 202.97 152.36 (50.62-) 404.75 261.45 413.81 + 9.06 -, SRA 169 .14 1,676.45 +l,507.31 337.29 . 0 1,676.45 +1,339.16 POPULATION FIGURES PROVIDED BY GROWTH MANAGEMENT, INCLUDES DW~LLING UNITS THAT HAVE BUILDING PERMITS. C = COMMUNITY RA= SPECIAL RESOURCE AREA JA = SPECIAL USE AREA STANDARD = 2.5 AC/1,000 (C) 2.5 AC/1,000 (SRA) .5 AC0:.000 (SUA) 3.0 AC/1,000 (C/SUA) Revised 4/27/89 M1JCELLANEOUS LANDSCAPE/OPEN SPACE rtdEAS -LANDSCAPED AREA ACRES CITY HALL/LIBRARY 4.0 SAFETY CENTER 18.0 PALOMAR TRIANGLE 3.5 TAMARACK TRIANGLE 3.0 POINSETTIA BRIDGE .5 BIENVENIDA CIRCLE .2 405 OAK .1 FIRE STATIONS (5) 2.0 LAS FLORES TRIANGLE .2 REDEVELOPMENT AREA 2.5 CAROL PLACE . 1 POLLY LANE . I BEACH ACCESSES .5 1166 CARLSBAD VILLAGE DRIVE 2.2 SPINNAKER HILLS BANK 4.0 TAMARACK SEWER PLANT 4.0 SANTA FE CORRIDORS .2 ELM BANKS (EAST OF EL CAMINO) 2.0 ELM CRIBWALL _l.2 TOTAL: 48.3 OPEN SPACE AREAS ACRES -SPINNAKER POINT EASEMENT 10.00 WOODBINE BANKS 14.00 CADENCIA (REAR LOT) 3.00 LEVANTE CANYON 13.00 HOSP GROVE 49.55 SAN MARCOS CANYON 20.00 LAGUNA RIVIERA BANK _3.00 TOTAL: 112.55 RIGHT OF WAYS: ACRES HILES RIGHT OF WAYS TOTAL: 121.2 72 MEDIANS {LANDSCAPED) ACRES MILE~ CAR COUNTRY .5 .26 POINSETTIA 1.9 1.00 AVENIDA ENCINAS .8 .48 PALOMAR AIRPORT RD. 1.0 .56 COLLEGE 4.0 2.08 El CAMINO (NORTH/SOUTH) 6.0 3.12 ALGA RD. 4.0 2.08 ALTISMA .2 .us MELROSE 1.0 .52 --RANCHO SANTE FE _Ll ~~ TOTAL 20.4 11.25 GRAND TOTAL: 302.55 11/04/88 . .... ,xro,., -◄ -,._ ON·! ~- ' \\ I JE ~ ... · NORTH j \ I'. \ ', \' ,, LEGEND I,. I . \. t I ' h lf ,, \ * COMMUNITY PARK p-c>JTURE COMMUNITY PARK " 0 .:CIAL USE AREA URE SPECIAL use AREA ® SPECIAL RESOURCE AREA won:,-. ... ----........................ ........................... ..,, ...... r. ...... lUlf 11• SW * PACIFIC RIM ( SCHOOL SITI! 0 \ * PARl<S & RECREATION ELEMENT CITY OF CARLSBAD GENERAL PLAN CAAAILlO AOUISITION ~ CAAAllLO RANCH ALGA NORTE S...-! .._ • f: .... ··~ ,, ' / ·- -✓ CAOE,tt: --• ~ .. ~I .., "\ P/\nK ~ I ·1--~ w ,... -./ .~_.-:-·,J--1 ,... -·· i I " - ) . . .. JOINT USE ANO COMz.1UNITY RECREATIOij AGREEMENT BETWEEN CARLSBAD UNIFIED SCHOOL DISTRICT AND CITY OF CARLSBAD .. THIS AGREEMENT, made ~nd entered into this day of __________ , 1982, by and between the City of Carlsbad, a municipal corporation, hereinafter called "City" and the • Carlsbad Unified School District; State of California, hereinafter called "District". WITNESS ETH WUEREAS, the gover~ing bodies of the City and th~ District are mutually interested in n adequate program of community recreation under the auspic~s of the City Parks and Recreation Oepart~ent; and in cooperation with the District: and WHEREAS, cities and school districts are authori:ed by Chapter 10 of Part 7 of Division l, Title l of the Education Code of the State of California (sections 10900 et. sec.) to organize, • • promote, and conduct a community recreation program and activities within or without their territorial limits: and • . WHEREAS, said governing bodies are authorized to enter into ~groements with each other, t~.promotc the health and general wel!are of the community and contribute to the attainment of the general recreation objectives for children and adult~ within the community: and 0 Lu > 0 a: c.. c.. < .. z 0 ;: C.) ~ ' . ,.J --::, 0 C.) _______ __,..c_1i-v_ )')F CARLSBAD -AGEND,~_s1_L_·L __ _,,.... ___ ·,_··-. TITLE; Agreerr.ent Between City of Carlsbad and the DEPT. HD.\)½":· Carlsbad Unifi.ed· School District for the use CJTY ATTY_.· of School Facilities and Grounds '· · ClTY MGR.~~- Re'.COMMENOED ACTION: .. ,1: ·--~ECEJVEO NOV 3 0 1982 City Council adopt Resolution No~· 70@, approving the agreement between the Ci:ty of Carlsbad and the Carlsbad Unified School District allowing the City to use the school facilities and grounds for recreational programming. ITEM EXPLANATION: As a result of meetings between City Council members, Board of Trustee members elected to a Coordinating Council, the City Manager, and the District Su~erin- tendent, an agreement between the City and the Carlsbad Unified School District has been reached to allow the City to use school buildings, grounds, playgrounds and multi-use athletic areas for recreational uses. The basic content of the agreement delineates the responsibilities of both parties for field and building maintenance. The agreement does not include either the municipal swimming pool or the Cultural Arts Center. The City Attorney drafted the original agreement, and it has been revised by the District's attorney for form and content. · The underlined print in the attached Exhibit contains the changes and Jdditions r.:ade to the original contract by the School· District. Maps have alsc been addec at the end of the agreement to clarify the school locations. FI SCP.L IM?ACT Maintenance cf grounds@ 6,000/Ac/Yr Tennis Court t1aintenance Ar.ministration Cost@ 20~ Total Cost Per Year Future Renovation Cost S61,c;oc 10,000 14,360 S86,160 Funds are available in the 1982-83 Parr.s ~: P.ecreatic,, ~;.i.;get. PARKS & RECREATION COMMISSION At their November 15, 1982 meeting, the Parks~ Pecre2tinn Co~ission ur.~nimously recommended approval of the agreement with the exception of Section 10-F. The Commission suggested that the fee be S30 r.1inimum and !60 l"'lax·imcm !)er day • EXHIBITS A. Resolution No. 7 0 '70 8. Agreement ,. l. -2 3 4 5 6 7 8 9 10 11 12 13 . -1411 15 I 16 17. ! 1a I I 19 I 20 21 22 23 24 25 26 27 i 28 ) RESOLUTION NO • 7 0 7 0 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING AN P.GREEi·1ENT BETWEEN THE CiiY OF CARLSBAD AND THE CARLSBAD UN!F!ED SHCOOL DISTRICT FOR USE OF CERTAIN DISTRICT & CITY FAC-ILITIES. AND. AUTHORIZING THE MAYOR TO EXECUTE SAID AGREEMENT. ·, . .. . The City Council of the City of Carlsbad, California, does hereby resolve as follows: l. That certain agreement between the City of Carlsbad and the Carlsbad Unified School District for joint use of certain District and City facilities, a copy of which is attached hereto marked Exhibit "A" and made a part hereof, is hereby approved. 2. That the Mayor of the City of Carlsbad is hereby authorized and directed to exec~te said agreement for and on behalf of the City of Carlsbad • -· . adjourned PASSED, AP!>ROVED AND ADOPTED at a/regular meeting of the City Council of the City of Carlsbad, Ca 1 iforni a, held on the 23rd day of Nov., 1982, by the fol10\-1i r.g vote, to wit: AYES: Council Members Casler, Lewis, Kulchin, Chick and Prescott NOES: t~one ABSENT: Hone • ATTEST: tlL,_d,,_ 1-1& ;;)!.;;i~ ALETIIA L. RAUTENl<.RANZ, City Cler! {SEAL) '-~-1_ I I {: . I l L~ "'...I . C ✓-v tt.. "'-·· MARY H. CA&ER, Mayor .., '"' ) _) . WHEREAS, the City has established a Parks and Recreation Department responsible for carrying out the purposes of community recreation; and WHEREAS, in the in.terest of providing the best ser.,,ice witn the lea~t possible expenditure of public funds, cooperation between the City and the District is necessary~ NOW, THEREFORE, the City and District agree as follows: l. The District will make available to the Ci~y any school buildings, grounds, playgrounds, and multiuse athletic areas • ("school facilities") for the pur~ose of conducting a diversified community rec:eational progr~~- 2. The use of school facilities shall be in accordance wi~h the regular proced~:es of the District in granting requests for use of school facilities as specified by Chapter 10 of Part 7 of Division 1, Title l of the Education Code for the State of California and the policiei, rules and regulations of the Go7erning Board. 3. The· rec:eation progr~2 conducted by the City on school facilitias shall be open on equal tarms to all person~ residing • within the houndaries df the District and City, but such partici- p~tion shall be subject to rules and regulations adopted by the City Council and the School District. ' 4. A schedule of datos tor the UGe of the District facilitios will be worked out in advance by tho City in agrccmont with the District and that this schedulo will be arranged as to ... 2 .. I I J .J avoid conflict between school and recreation use; that in the scheduling of said facilities, school events and programs shall have first priority and recreatio~ _p:ro.grams, establishad by the .Parks and Recreation Department, shall have second priority, an~ any ot~er events by other g:oups or agencies shall have third priority. 5. In the event of any dfspute or di:ference arising as a result of the recreation program being conducted on City facilities, on the sites jointly used, or as to the use of a • District facility, then, in that ~vent, said dispute or difference shall be settled and arbitrated by appealing to the City Manager and Superintendent of the District, in accordance with established policies and procedures of the District and City. 6. The P~=ks and Recreation Department will provide or cause to be provided all e~pendable materials, i.e. bats, balls, etc., necessary for carrying on its recreation program fqr all ages that will be conducted on the facilities. 7. The City may install and maintain sprinkler systc~s, turf, playgr~und/equipment, fencing and additional recreational equipment not in conflict with school use, on school property in areas selected by the City Maniger, subject to the prior approval by the Superintendent of Schools. Any install3tions of equipment or constuction of facilities~ for community recreation purpo~er., shall be at the City's costs and meet standnrds established in the C~lifc:niQ Education and Admini~tr~tive Code. J . ·. a.· All structures constructed on the site and all personal property placed or installed thereon by City and owned by City (the "Improvements"}, shalf r.e.m~·in ""t'be property of City. At the ·termination of the agreement, City may remove the improvement, unlb-3 District indicates its election within thirty days after such notice of termination, to acquire the Improvements, in which case title thereto shall vest in District without the necessity of formal documentation of transfer.· In . - the event that the City removes its imorovements, any ·damace caused by such removal shall be immediately_ repaired bv the City, and the premises restored to the condition in which they existed ~ric= to the installation of such improvements. i:provements not r~mov~d by the City within 60 days shall become the property of the District. If District exercises its right to acquire the Improvements, District shall reimburse City for the Improvements in an amoun~ equal to the fair market value of the Improvements. Faii market value, a~ used herein, means a price not to exceed the sum paid by the City for such Improvements, less an amount for use, wear and tear. The expense . • of such appraisal shall be borne equally by both parties. In the event the parties shall ~ot agree upon said appraiser, the prc~iding judge of the Superior Court for the State of California, County of San Diego shall appoint the appraiser. J .. . .. .J 9 •. It is further ag=eed that plans and specifications for the placement of all equipment, faci;ities and permanent improvements upon school property and" ·th~ type, design and construction thereof, shall have the prior approval of the Sup•rintende~t ~£ Schools prior to any installation thereof. 10. The District and the City agree to use and maintain the following specific school grounds and facilities: A. tity has the option to schedule use of school grounds, excluding the Carlsbad High School, for community • recreation, provided the City pays SO percent of the cost of renovation of turfed areas used by City. B. City will ~aintai~ portions of the following school properties: properties: Magnolia Jefferson Pine Ball Field Pinc Soccer Field Total 4.6 acres 2.7 acres 2.0 acres 1.0 acres 10.3 ac.:es • c. District will maintain the following school .. Valley Junior High Kelly Total ' 7.5 acres ·2.0 acres .·•10.3 acres o. District and City will share maintenance of 2.3 acres at Ducna Vista, each being respon~iblo for ~ix months of any one year. -s - E. City will schedule the after-school, weekend, holiday and summer use of all school grounds except the high school. -·, · · F. The District will maintain and schedule the high school ~rounds ~nd gymnasium. The City may utili%e the gymnasium for an hourly fee of $30.00. The City will provide an on-site supervisor at all times. The l~cke: room will not be available to the public. G. City will maintain and schedule the community use of the high school tennis courts subject to the school paying 50 percent cf the cost for nets and reconditioning of the co'4rts. 11. Except as expressly provided in this agreement the District shall be responsible for all costs relating to maintenance, rapair and replacement of District owned and maintained facilities and grounds. 12. For the purposes of this agree~ent, all persons employed in the performance of services and functions for City shall be deemed City employees and no City employee shall be • , considered as an employee of the District or under jurisdiction of the District, nor shall such City employees hava any Oistri~t • • pension, c~vil service, or other status while an employee of the City. . . Tho District shall not be responsible for the payment of any salary, wage or other compensation to any City personnol performin~ services hor~undcr for City. City s~wll not bo liable J for compensation or indemnity to any District employee for injury or sickness or wages arising out of his/her employment with Dis:trict. 13. The District agrees tha.t>du~iiig the time that the··· City has use of school facilities, City may charge such admissfons . and fees for-th-said use of facility. All monies so levied and collected by the City shall be and remain the property of City. However, no event for which an admission price is charged shall be held pursuant to this agreement except amateur athletic contests, demonstrations or.exhibits, and other educational and non-commercial events. In the use of school facilities under this agreement, City ag=ees to comply with all of the requi=ements of the Education Code of the State of California setting forth the limitations, requirements and restrictions on the use of . ' school facilities. 14. It is understood and agreed that all activities on school facilities sponsored by District shnll be supervised and conducted by District, and that all ,ctivities sponsored by Cityi pursuant to this agreement, shall b~ supervised and conducted by City. Each party shall be responsible for said ar&as duri~g •• .. their ~eriod of use, will bear the casts of all necessary supervising or teaching personnel during said period • • 15. Insofar as it is legally authorized, the District shall hold free und harmle~s the.City, members of the City Council, boards or commissions, its employees, officers.and agents, while acting as such, from all claims, loss, damages, costs, -7 - --,xpenses or liability which may arise by reason, of liability imposed by law because of injury to property or~injury to or death of persons, received or suffere·d by -:r'~ason: of any defec- tive or d~ngerous condition of any ground, site, building, equipment, play arc~s rec:aation facilities or other improvement located on the premises owned and maintained by District, or pa_rticipation in any activity ca:ried out or· sponsored by the District, and further the District s~all be responsible for nny and all damages to property caused as a direct result of any school nctivity being conducted on said premises by the District. T~e Distric~ shall car~y property damage and public liability - insurance that cover the are~s and activities set forth in this agreement. The City's proper~y damage and publi~ li~bility insur- ance shall include all areas and activities set f~rth in this agreement undar their self-insurance program. Each party shall furnish the ot~er party with a copy of their policies. Insofar as it is leg~lly authorizedr the City shall hold free and harmless the District, members of the Board of Trustees, its employees, officers and agents, while acting as such, from all • claims, loss,•damages, costs, expenses or liability which may arise by reason of liability imposed by law because of injury to property or injury to er death of persons, received or suffered by reason of opc:ation of the City recreational program upon s~id premises, by reason of its development of the ath~atic fields on the property or its performance of its oblig.:itions under this agreement, further, the City shall be rc~pon~iblc for any and nll damngcs to property caused as a dircc~ result of 11ny rccrc.:tionnl activity beinCJ conducted on said pr~miscs by the City. The parties ➔rcto acknowledge that 1:.h r havo bE:en no representations made by either to the other not contained herein upon which either party is relying which h~s induced execution herein. This agreement embodies the entire a.greement and under- standing between the par":.ies hereto. r~lat·in_g_ to the subject matter hereof. 16. The ter~ of this agreement shall be for a length of ten years renewable on a year to year basis thereafter by mutual agreement. In addition, the terms·of this agreement may be codi!!ed at any ti~e by mutua! consent and written agre~ment of the respective parties. ' 17. · Nothing in this ·agreement shall be con·strued to prohi:!:iit tha Beard of T=-.istees ·from participating financially in a specific recreation program-when mutually agreed upon by the Board of Trustees ~nd the City Counc~l. 18. This Community Recreation Agreement ma1p be terlninated by either party as of June 30 of any fiscal year for any rea~on upon at least 180 days' written notice to the other. ATT:EST: . ru~~l.<t.. / &~'t=.il-a. AL.ETHA I.. Rl, UTI::H:lU~ll Z [ City Clerk CXTY OF CARLSBAD, A municipal Corporation of the State of California MARY H. JASLER, Mayor •• CARLSBAD UI•:IFII:D SCIIOOL DISTRICT By __________________ _ Philip Grignon, ~d.D. District Supc:intandcnt By _______________ ~~ Thomas L. Curtin, M.O., Prc:idcnt Bouru of Trustees t:" --11~,~--~,·•·· "•t:•'!!.·· ~ _,;,l.., • .,,,_ ~...U1 :;u,.-:o,..,_ Niv-H 5~C:;Jl. :r• ,I,/=,,.,.. C/,..(nf ~ ~~ ;.L ':J. CL R00fl"I S If-,•~"'- :.-u, . :"" " ,.,,., -11,s-,,.:,:, t:fl&c.11. • '----1 • I I lee. ,,,.., • .Ate~ •.rUG:: .:.?,rrS-J•"-r",CJ.-,,c, t.&1.1.:. ,.,:L Jr. FT.' 'TP'•--""'":, ,66!~~-~~ ... 1,~:rrr. rt/'• f,11t.1J6,,:~: .1'2:•CT IA.~ r,,..(u~A.r--r""' .. -t,) Jl',ffl .r:.,r. • 1-'•--'-' '7, q-tO J:rf . ... llfl•AUM l'I. .,,, l:OIT, .... ..,..i..., ... , ,,;.~~>:.;., •• 1,irt: ., , , ,.,r ,.,.J 1:..; , •• ,-o.rr. 4 ( IJ ~ ,-~) ,..,_· U "-,~,, ;JIii r, .A l..t.A • --, \~•, ,.,. :.. F ;.:.. a ti. ,..,,.r,,.~. r,, l";r..r,.J.,.,.cu ,..,,&,,,~., 1-\wUT·\~ .S,0.Ac.( 1- ;.<;,r. lr.,.rrL. S,~N ,"tTt.U#A ·c... ct. le'- .:&. u. CJ- I t I· • £--e,~!.!J .,24, c.c;. 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(j. ~,.sr,c. %!:A•--· _____ ,. ...... ff~-~-~ .. •• ,rJ.. ,.i~Z.~ I/ I 5 4 6 3 . 2 0 LIBfcf,RY 21 . 11 - • • 7 2 -I 8 1 19 12 9 18 13 LOU·'GE ,ro WORK'OOM . . . l7 14 R£50UlfE i,nn•, • • 16 ART ROO~ lS KITCHEN AUDITORIUM - ' I J· ____________ :,__~~------- f . • • . . Cf.• CL . (/!.. c/.. ..:r1-1e· . . IIAMIIIG STI.E.!r.T · . u. .1 .. t...,• ____ ·.,(_'.:..._.--.:_c_11u;_ri ______ _ ~ ... 0 0 . ~ ... . • l..lTTI..£ J..£~G\Jl B/\.SCB,<ILI-DfA;A ~,,;:;, tCOJ.Y. . 1?,ESIDENCES ; l 1.AiAU.1.A (. 1-/t(:1' ! ,:1, :OL r: lt.:-.,11UJ,f13,..,) (: - ~- '• !,!!t ~ DE"-OYMV:T ~ UIRAIT IIIEDIA Ciffll • ' \D 11 12 I .. • . .. ~- . I I I I I .[I ~ I 1 • • '" 'Iii 1 L NURSt I, ) I I J 7 • I I ' I I I a r l 5 I r; Appendix A-4. Drainage r!]::{.'r-'S'l•'~;/~> }-": '~,-. "'f ·:' lj. ·,, \' \ ;.,: ;.·~ ,. . ~ '·. . I . , 'I,\ r . ' i ... /. I ' ' .. l'. ' ' (',.d,1,,; i H,•;o<'h ..;,.,,,. l'.1rk . \l r-> \ S21 ' ' Existing Storm Drain ·.'·Proposed Storm Drain . ,F11c:Ulty De11lgn.at1on ' ' . . ' · Wat.,;rshed Divide . . . 1"' • 400' Scafe Map Index -Propo•ed Drainage Dhs1rlct ' Pr~C)aed O&brls Baatn With Capacity· x 100 c4 v. / .I. I /' 450 \ 78 ---· AA I \\ .. \ . \ \ I \ \ \ \ ( '-----_j '. ,~...-\ "'I""----~ 7\ \ / 1 ' \ \ \ \ fl,., \ .J --\..-, ... \ \ ' / ~ - ' \ ' .. ' ' i--~. • ,. .... .... -- ' ' \ \ \ • \ ' ' ' \ ,,.· BO .. ,, ..... --=-~----- I r I \ : ,.. • ' r .I - ZONE 7, , • \ \ \, HJ'\ \ ' I BF1 I I , I I, '•-' I I , \ ' \ "··-..... : l \ \ I I ' VISifl.,, ... , ·, ·, , . "' ~ ---\....--~~--:. .. :. ___ ·l ___ ... _, ,. .. ,~ \ ' ' ... .. ' ,. \ ' 1, BH/ ' , / ' ' i I 7 , l I ,,,.. . .,-• , _. ,' BK I' • \ ·\ lll" Bl '\ I I ;Iv, ., , ' ' ' i ,,,, : . I, j r BJ~,:: .., .; ... -__ .18·. ..:. .. -. ........ ' I . I I. ' -~ -~ .-~·_ ..... -.......... __.... .... ~-·-•-----••--,--.. .,...., (i l. /t ' ( , .. l ------.... I I ! I , 1 I I. ' I ' i L j~, I ' I .. ,,~ ;:.-~,-;"t::" ·--.-,, -j / . I. 1--:1 \ l.'IT1· /··cs·• .. : .. :•,·,,,. ~ .. ~-----·-'· ... ,-,j,--i.---~-~-,,"---. _., ---.-. .. --.. .., , , ','-'(.\i"ll:~1'\11 ,1:i!:r-~.--, ') '· I I PLATE LEGEND Existing Storm Drain Proposed Storm Dral_n Factlity Designation ' Watershed Divide 2 r· • 400' Scale Map Index Proposed Drainage District Proposed Debris Basl~ With. Capacity x 100 C. V. · ' r , [) \ MAYtal983 -----AA .... ' ....... j .. l .., • .. I l I 1 • .I Appendix A-5. Circulation ' . I ' I ' i I· I I i ! -l ! ' ' I ' ! -·--·, --· ----~· r --------·--. l __ _ ! ' ' i ' ' ' -····------------· , ___ ------.-------•------. ' ' • ' ·t .. i -- i -' -. ' 240-- c.20-- £40_ I I_ ' . --·. l __ ---~ ._ eo 25 '30 , I .. ' ' ' ! ! ' ' -' -' I ' ' _ i ~--•-______ ' I , --. r------------r-------------r I -l . ! . I -i i • ' ' -' I - I i; I ! I ' ' ' ·" --' ' ' ' • ' • I ' ! ' ' • L --------------- I • ·-1---. ---·-- ' I I -. , ~---------· tltX) ~-"\t,l9; ~----··"·:· -----t···--·---------··------·----•---L. _______ ,:__ • ' ! 0 ! --~~' I -I ' f ,t<--,'-400==:.._z.:...i:c:.•.:..· ----¥ ' i i I L.--. ---•-----~----------•---·•-f•··----·-------· •------'. ·------·---------------'-·--. --· 5CLli'..E: I ' ! -' ' . ------·--·-----------·---·----------•-4----------·-· ----·-' ' I ' ' ! -. ·, ' I >< ' ' ' ' . .. -I I " 85 . . l __ ],__ -L (bl3 70 • ::::::::::::==11ks-CA_L_E_:~, ,';""; _-:z:-:oo":"'~z PlAN .' COllEGE BOULEVARD ' T f f ---r· --. , -· .. . ----' ' ------ . I --·i------------~--' ' ! I f -' - I -1 -----------; -. ' ------•------------. --------·----. (· . -------,. ---. -. -------. --.. ----------. ssociatelj San Di~go, inc. l'u.,-. .. ,, .•. ,,,,.,H-lii'•·." ,nH/VG ,,,,,, ,· .... c, ,,,.,,,.. ,. ....... , ...... '"' MH me~.," ~,.,,, . ,,.,,,i , j' ,n~ (!JTt<r•· """ ,,,,.,.,, · ,,,,.,,., fJHr..rfo ' ' CALAVE~A ' I -·-/80---·-,_,_,_ ___ - f:',:J<IS'f 4/fCXIN.0: --r_ l ! : j ' ' ' ' ~---·----··· >·· • _.. __ r --... ---. _ l.. ----·-,_ I /00 LEGEND: i I i . i I i Wf@3,j /MP ROVE ME/VT TO .o:7Ale. ~---'' EX/5T!AlG IMPROVEMENT CIIAR1.ES W. CHRISTENSEN & ASSOCIATES ~ -444 W. "C" St• eet, Suite 400 ~~ San Diego, CA 92101 ~.i (619) 232·7691 CIVIL ENGINEERS /,-//LL S COLLEGE BOtlLcV~!fD PlAN ~NO PlfOFILE t1AY 1 0 1988 51111/2 71/2 c<J_ r I I I I I 360-- 34D-- 320--,..o'V." I --__ 2_Q_ .._:::_· I I · 'l"t>~7/0N OP. I 500 v.c, . I 250 V: c. --·300-/\ ./ I I I I ,, f' • ... F~OF!L .. c_: ElM IJ.VENUE SCALE: HO~, /11-2001 V Elf. T. /11= ,?() I Js l I L l I --I I _t ---' .. . . "' ~ , . ~c: GO :0::, .. "---"'-45 -,-. • 50 55 :v -- EXIST DEVE'LOPEO AREA ----- cX/ST, OEVElOPED LEG£t1.Jo: Lj:.~t~-, /MPRO\/eMENT TO /3E DONe ___ ....,! EX/$T!iJG IMPROVE;VENT ?lAAJ: ELM AVENUE l 70 ' i ·~ ' I I • f ' I ' I ! • f i ' G'o V,C, . . . . ' . . -..... .:,.. _,_ •·--•---~---•--· ••• •• l-··-·-·-·---· vtLLA G/£. _I 75 ,,t II ,, I ' ;;.J1£RSECT/0N -3?0 i CH An LES W. CHRIST(:NSl:N & ASSOCJATES ~,-4'14 W. Ne• Street. Suite 400 ssociate~ San Dwgo, inc. PLA/IINIING • ENWNEERJN<i • !i'Vlr'lfl:l'IN<; 61.U N1,011t7 ltld/1• 1Jrl1-., Jt,lk 101 S.lf Dlqo, (,'A 'IJUJ • (619) 1.11-21$0 Olftc•s." )"a• Dl•&u • ln•llfe' • ONIArlu ~_A San Diego, CA !12101 ~ (61!)) 23~·.]B!>J CIVIL EHGl~JEERS CAlAVE!fA 1-1/LLS ELM AVENUE PLAN ANO P!rOFILE MAY 1 0 19881 l 7112Qr \V ~o-0 JUL 2:7~ 1989S ·-------·· •· -- '"'!!:Pt Weston Pringle & Associates •+ A ---------------------------------- July 26, 1989 Ms. Sheila Donavan 2386 Faraday Avenue Suite 120 Carlsbad, CA 92008 Dear Sheila: TRAFFIC & TRANSPORTATION ENGINEERING This letter regards the analyses of the proposed College Boulevard road segment, between Elm and Lake Boulevard, the City of Carlsbad requested in their letter dated July 19, 1989. Previous analyses were conducted for the proposed intersections of College/.e:lm, College/Tamarack (4 leg intersection) and College/Tamarack ("T" intersection). The intersection vehicle volumes utilized were provided by SANDAG using the City of Carlsbad trip generation rates. The vehicle volumes utilized for the College/Elm intersection were directly taken from the SANDAG model. The vehicle volumes utilized for the College/Tamarack { 4 leg intersection) aH<i College/Tamarack ("T" intersection) were projected based on the SANDAG volumes combined with volumes generated by land use in the vicinity of Colleyc Boulevard and Tamarack Avenue. The intersection movement volumes have been· rounded to the nearest 5th vehicle for accuracy purposes. The. horizontal and vertical curvature, road way gradient and intersection spacing for College Boulevard are within the City of Carlsbad Engineerin<J Department Standards for a "Major" Arterial. All pedestrian crossing will take place at intersections and all vehicular access to the Junior High School adjacent to College Boulevard will occur on Tamarack Avenue. There will be no direct access from the school to College Boulevard. All vehicular access to College Boulevard will be at the intersections of Tamarack { 4 leg intersection), Tamarack {"T" intersection) and Elm Avenue. The proposed 34 feet of pavement for each direction on College Boulevard will provide sufficient space for bicycle lanes for each direction of travel. Parkway widths of 8 and 12 feet on the west and east side, respectively, of College Boulevard, will provide ample room for pedestrian use. According to the N,.,, I h County Transit District it is not known at this time whether or not College Boulevard will be a transit route. But, the possible number of b11;;1•s travelling College Boulevard will not diminish operations. JUL ? 7 .. ' 1989 We trust that this information will be of assistance to you and the City of Carlsbad. If you have any questions of comments please contact us. Respectfully submitted, WESTON PRINGLE & ASSOCIATES ~~b Weston 5. Pringle, P .E. Registered Professional Engineer State of California Numbers Cl6828 & TR565 WSP:hld #870100 -2- P.02 c~ \\' ~ ,:~.~-· ~p*Wc T'\ &.A eston l:'ringle ssociates ,-.~,+.A----------------------- July 3, 1989 Ms. Sheila Donovan 2386 Faraday Avenue Suite 120 Carlsbad, CA 92008 Dear Ms. Donovan: TRAPt"'l<: & TRA~SPORT.\'flON };~ulN i::i:m:-;G In response to the June 21. 1989 letter you received from Steven C. Jantz, City of Carlsbad, we have perfonned some additional analysis assuming College Boulevard remains at a 11Major11 classification. It was requested that intersection analyses also be performed at College/Tamarack (4 leg intersection) and College/TamarGck ( 11T11 intersection} in addition to the previous calculations at College/Elm. The add1tonal ICU analyses showed that both intersections are expected to operate at acceptable Levels of Service (LOS) under the newest SANDAG runs. utilizing the City of Carlsbad trip generation rates. The College/Tamarack (4 leg intersection) will operate at LOS C and D for the AM and PM peak hours. respectively. Co11ege/Tamarac;:k (11T11 intersttction) operations will be at LOS a during both peak hours. The ICU worksheets as well as the previous analyses for the College/Elm intersection have been attached to this letter for reference purposes. We trust that this additional infonnation will provide adequate response to the City's questions. If you have any questions or comments please call us. Respectfully submitted, WESTON PRINGLE & ASSOCIATES ~~ Weston S. Pringle, P.E. PROJECT: INURVAL: fNTERSECTfON: ) INlERSl:CTIOH CAPACIH tJTILIZATIOtJ ANAL YSJS ZOtf 7 AM ?[At~~ COl tEGt & TAMRACK l : ::r4f : :: : :: : : :: : :ExtSTilti :o.tOHER: :u.tOTHER: 111JV£11E:Nl ::~: PROP ::cx1ST1NG :PROPOsrn ::n1sTIHG: OTHER : PROJECT ::oISllNG ! l+ OT~R ltPROJfCl l :+PROlfCT : : :LANES :LANES : :cAPHCIH :cAPA(:(Ty : : VCl.UMf : VOLU1E : VOLutlE : : V/C : : VIC : VIC : :wc-w_rNP: I ---------1 1-----I----__ 1 I_ --------1--.. ---___ 1 I _________ I---------I __________ 1 I _________ I __ 1---------1 __ I _________ 1--' ---------1--1 ---------1 1-----------1 I--------------·----II----------,---------I---------, ---------1 --,---------1--1-------1------------, NL :: 0 0 :: 0 0 :: :-: 0' •: :al l• X: NT :: 2 0 :: 3200 0 :: 13◄0 0.00 l 0.00' : 0.44 NR : l O O ! : 0 G ; ' 65 : : SI :: l O :: 1600 0: 40 O.GO 0.00 : 0.03: : ST ~: 2 0 ;' 3200 0 1 1835 0.00 ll 0.00 i l C-.57 :• ll ! SR : 0 ;i: O O O : : EL O O O O O K l : l! ET O O O O O : ; :11 : £R QI Q: Q O O !t I : 1 : I : Ul. : I O : 1600 0 105 ~ ! 0.00 : l 0.00 : 0.07 :x : : 1 loll l O O : 0 0 0 : : l • ~ l l t l K : : ~ n , o : : 1600 o w : : o.oo : : o.oo : , o.o4 : :. : : -----------------------------------------------------------------------------::===================~===============================:: ---------NOOltt/SOUTff CRITICAL SUHS = ll 0.00 l 0.0) : 0.)7 : 0.00 :: ICU SPR£AOSl£ET FIL.f NANE:m.&TAHT: ::---------------------------------------------------:1 ----------EAST/~ST CRITIC-'l Sll1S = ; i 0.00 i 0.00 ~ 0.07 : 0.00 : N = HOR JlftlH) , S ;: SOllH131J.lj)° . [ = £A5JB(lff), U = ~STBOUNO L =LEFT, T = THROUGH, R = RIGHT N.5. = NOT SIGNAl JZED LOS= LEVEL OF SERVICE l DENOTES CRITICAL HOVff1£NTS CLEARANCE -· ICU VALL£= LOS= I I ,---------------------------------------------------, : 0.05 : 0.05 l o.os : 0.05 j , ___ ----------,-----·· -------------------I'•-----------' ,---------------------------------------------------, : 0.05 : 0.05 : 0.69 : . o.os l -:------'----··-. ______________ · ---·--._ ·--------------: A : A 9 : A : --------------------------------------------------------------------~------------------------------------------. ] l l ( ( ll 0 l·J ) lNl[RS~CTICW (tfttCITY UTltlZATIOf4 MN.YSIS PROJECT: INTERVAL: INTERSECflOO: 10t£ } PH Pi.Af(. t~ COLLE6f & TAHARAO< T U ::f«.i-f : :: : ;: : : :: : :EXISTltl"i: :EX.tOl~Rl :EX.tOTJER: J: ::ttCMHENl ::EBQ: PROP !:DISTltE :PRCf>OSEO ::u1ST1NG: Oll£R : PROJECl ::EXISTING l :+DUER : :tPROJECT: :-1PROJi·c1: :: : l l :LANES :LNES l :cAPACITf :CAPACITY :l '10lltE : W.UE : '-0..l.lE : ! 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LEFI, T = URlliH, R = RIGHT N.S. :: NOT SIGNALIZED LOS = LEVEL Of SERVICE • DENOTES mlllCAL tlOIJEf1£N1S • ..,..""""'" .. l""lh,ta.tr• r &&tn •r~t&Trl" ---------------------------------------------------•·· -------------------, ---------------------------------------------------,, NORTH/SOOTH OUllCAL Sll1S = ~ 0.00 l 0.00 : 0.54 : 0.00 : l ---------------------------------·------------------: : EASTAEST CRITICAL SUMS= 0.00 : 0.00 : 0.03 : 0.00 :: --------------------------··-------------------------: : tl.EARNCE = 0.05 l 0.05 l 0.0~ : 0.05 : ----··--·------------------------------. --------------• ---------------------------------------------------, ICU UAU£ = o.os· : o.os ~ 0.62 : o.os : --------·-----------------·------------------------1 LOS= ~ : ~ B : A l ----------------------------------------·------------------------------------------------------·----------·-- ( r r I ] lJ ll C ( 1J Q t. ) l ) JNlERSECTION CAPA!:JTY UTJLIZ~lJON ANALYS1S PROJECT: ZONE 7 IN1£RVA:.._; AM PlAI< 1-0JR INffRSE:CHON: COLLEGE l-TANAR/tCK -----·---------------------------------------------------------------------------------------------------------------·------·---------- l l : :f,i..,t : : : l l: l : : : : :E.XISTlNG : :EX.+OTI-ER: :EX.tOTHER: l:NOVEt1£Nl l:ffi5-l : PROP ~:EXISTING lPROPOSED ::EXISTING I OUER ; PROJfCT :1EXISTJNi: :+ OTKR : :+PROJECT I l•PROJ[CT I : I ::LANES :LANES : :CAPACITY ICAPACITY I: VOllJ1£ I VCl.UMc: ! 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I I II I I I I II I I : t10VEl1£NT : PROP !LANES !EXISTING :PRCPOSEO : lfXISTJNG : OHER : PROJECT :CAPACITY !CAPACITY : I VOUH:. l IJ{l_lfl[ : VCLIJ1E I I , _________ 1, _____ , _____ _ , _________ , _________ , _________ , _________ , ________ _ ,---------,.------,------,---------,---------,---------,---------,--------- I I I 1 I I I I I 11 I I I I I I I I f I I ' l I I I I ' 1 I f I NL I I t I 11 I : 1600 : 0 : : l 55 Nl 11 2 : I 1 1 : 3?.00 : 0 1 l : U65 Nh 11 0 I 1 : : 0 : 0 : : 11~ SL I I 1 11 : : 1600 : 0 l 60 S\ I t 2 I I I: 32JO : (J : 1955 SR I • 0 0 l O l 10~ El 1 l600 : 0 l· 90 El 1 1600 : 0 l 0 ER 0 0 : 0 45 YI. 1600 : 0 : 110 WT 1 1600 0 : 0 UR 0 0 I O : 55 _____________________ · __ '· ___ ··er' __ · ----------------------------- HlJ SPREAOSIEET FIL£ NAN£! COL&-TAH : NJRTIVSCllTH CP.JT I CAl SUH$ = EAST/ME:Sl CRlllCAL StmS = CLEARANCE = N :. NQRllBlK) I S ;:' SOlJTHBOlJ{J ,r , E = EASlB{)l.t(I, W = lf:STBOtJID l = LEFT, T = U~CUiH. 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' I " o· 8'1' ': I : ' 0''0'-11 I I • I • J I • ._ I • J -11 LOS = LEVEL Of SERVICE ·, I ' • ' ••• , •• . ' • • -'I • t t••· I ·:: . _____ · ··---~--------------·-· .--··_· -'--'·-----------:: l OENOTES CRll1tAL ttOVEl1ENTS LOS=-:l A : A l O : A :: ' ] l l ( ( l: C: o, . \V ~ ,j~ . . .. ~ r * Weston Pringle & Associates -~+A _________________ ~~~~~~~~ TRAl'l'lC & 'l'RANSPOR'l'ATlON 1:NGlNEERJNG -May 22. 1989 Ms. Sheila Donovan 2386 Faraday Avenue Suite 120 Carlsbad, CA 92008 Dear Ms. Donovan: As requested we have completed further analyses of the College Boulevard road segment, north of Elm Avenue. Specifically, you infonned us that City Staff expressed concern regard;ng the most current SANDAG daily volume buildout projections for this road segment. The new dai1y volumes indicate that College Boulevard may need to be upgraded from a 11 Major 11 to a 11Prime 11 Arterial. We contacted SANDAG and were informed there are two sets of data for future Carlsbad volumes. One set is based on the standard SANDAG rnodel rates. For the second set, a model run was completed utilizing City of Carlsbad trip generation rates. The Carlsbad trip rates are expected to produce artifically high traffic volumes, since no reductions in the rates were made to account ·for the model analysis procedures. We received AM and PM peak hour volumes for the College/Elm intersection at buildout conditions. Both the 11 SANDAG" and "Carlsbad" sets of data were provided. Uaily volumes are a 11 rule of thumb" type analyses with inherent assumptions that could cause over or under estimating of future needs. Therefore, we performed a more specific intersection analyses to see if a 11Major11 would prov-ide adequate operations on College at Elm, or if a "Prime" would be required. The College/Elm intersection was analyzed using the Intersection Capacity Utilization (ICU) methodology. P.08 The intersection an3 lyses results with Coll ge as a 11Major11 are shown below: INTERSECT ION College/Elm SANDAG Rates AM PM 0.79/C 0.71/C ICU= Intersection Capacity Utilization LOS= Level of Service ICU/LOS Carlsbad Rates AM PM- 0.80/C Q.78/C As indicated above the College/Elm intersection can operate at acceptable levels for bui1dout conditions, assuming College Boulevard remains a 11Major 11 arterial. The intersection geometrics for the two alternatives (SANDAG, Carlsbad) were slightly different, as reflected in the attached ICU sheets, ho.-.ever both assumed Co 11 ege as a "Major". We trust that this information will be of assistance to you and the City of Carlsbad. If you have any questions or comnents please ca11 us. Respectfully submitted. WESTON PRINGLE & ASSOCIATES $~d,, Weston S. Pringle. P.E. Registered Professional Engineer State of California Numbers C16828 & TR565 WSP:hld #870100 Ph'CJEfT: rn'!f P.',-'hl.: INlfRSf~iWt:: ltl1£RSlf.TIOt~ CADii'-CJT) Uit.lZ~THJJ AIV.!.!SIS Z~~ 7 SAN0~6 RrilES ~ PE"t; ,·D: .. IR CD.LL.EGE & EL~ :: :: : :: , :: : : :: : :Ex1sT1HG: :n~.+ntt;r: :o:.+oTtERf : ltt~':.toIT : :01sT l PROP : :rnSiWG :PRIJlOS[r, l :EXISlIN5 : OTH:R : PROJELT : :[,:ISTIN!i : :+ O!H:.R : ~tPJ;-OJECT : :•PI\OJ[Cl : : I :LAN:.~~ :Lltl:3 l :cAJ=•A·:ny :cAPh:ITY l] VOl.lt':Z : V(Ut[ : Vrt.Ur:[ : : V/( : : Vil ! ~ VIC ; lVIC-l(lft.'?~ 1 I'---------•------• ------1 1 ________ 1 _________ 1 •---------• --• ·-··---1--------11--------1--1---------'--'---· -----• --• ---------•--1 ,,---------,------------, ------------------,---------,--------.--------.---------,-----------.--.---------.----------,-- ': HI ; 0 : 1WC: 0 ~ lW l ' : G.)O ~~ O.iO :It 0.10 :l i• '· UT l 1 o 3:::cie, o : 985 : : c.3: c.3: : o.~:'. 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O :: 860 ~).54 l G.54 0.54 I : :: : : tL ll 2 l 3200 : o : : 210 o.o, : o.~-: : o.o::-: !• :l U ET n l ~ 1600 1 o n 7~ : 0.19 ll 0.19 •• l u.19 li ; ~ l l 11 E~ 1 1 O 1 ,.. , o , , 230 , 1 , t 1 1 , t , fl I\ 11 f U I U " I I I I I r I II n UL : : 1 : 1600 : o n 4!> , o.o3 :.: o.a3 :• t o.o3 :, : : :: It "1 II I ' .,nttt O" 7c;I 0-l0' 010'. 0J0'' ·••'' 11 WI JI I 0VJ I II f., I -I • I I · I f II " uo 11 0 , 0 , 0 .. 90 , , , , , , , " 11 t'II\ 11 f I II I I I I II It llt ----·---------------------------------------------------------------------,: ::::::-====:::--===.-===----~::::::=====::.:::;:::::;:::;:;:::::;::;-::-: ---------W'Jtm::soo,H CRITJCAt SUtlS :: l l 0.5, : O.!: : 0.51 l O.G:i l ICU 5PR[ADS1££T FIL£ NANf:CCi..&ELN: : ::--------------------------------------------------: ·--------£~1/CEST CP.ITICI'! Slf1S = : o.2i l 0.2? l 0.22 : o.oo l H :: NORTtl3fllD. S = SCllitroJ-lJ 1--------------------------------------------------: E .:: EttSTBO:JtO. W = U::STBCUC CUARit.£.£ ::: l O.OS : 0.05 : 0.if.. l 0.05 : 1 I. --LEr--T. l --1m~.r-o1u-it, f} --",Jc..u T 1---------------------------------------------------1 I r ""-"" ~ r. <.rt 1-----------------------------------------------~--1 I H.S. = NOT SIGNALIZ£D ICU V"'-.U1~ = : 0.7a : · 0.7~ l 0.7Ei l 0.0!:• I l LOS; LEVEL CJ' SERVICE :--------.------------------------------------------ll Ji DEHOlES CRIHCAI.. tllVEt1fNT~ LOS = : · C t C I C A l I .:fSTCtl PRitG.E 1\tlO ASSOCIAl[S .. -.... ·-· . .. . .. ---~-.. - ' ll 0 C r -r - CIRCULATION FACILITY LOCAL FACILITY MANAGEMENT PLAN ZONE 7 Prepared by: WESTON PRINGLE and ASSOCIATES Weston S. Expires -June 30, 1989 TRAFFIC ANALYSIS ZONE 7 GROWTH MANAGEMENT PLAN The City of Carlsbad has enacted Ordinaa_ces·an~ .Pa1'icies that require growth . -.. management plans which include consideration of traffic and circulation. In response to that requirement, analyses have been completed for Zone 7 and are summarized in this report. This study is based upon the "Guidelines for Preparation of Local Facility Management Plans", discussions with and clarifications by City Staff. STUDY AREA The study area, for traffic analysis purposes, is defined as those streets and intersections which would be utilized by 20 percent or more of project generated traffic external to the Zone. Figure 1 illustrates the Zone 7 trip distribution assumptions for the existing arterial system. The distribution is based upon previous traffic studies in this area. These distribution percentages illustrated in Figure 1, along with future changes to distribution --percentages due to future arterial system changes, were utilized to define the road segments and intersections that are included in this study. METHODOLOGY This report contains an analysis of existing·, year 1990, 1995, 2000 and City Buildout (year 2010) conditions. Existing conditions were determined through the use of manual and machine counts conducted by Barton-Aschman Associates Inc., the City's traffic count program, and Weston Pringle and Associates. Conditions for the years 1990, 1995 and 2000 were calculated using a compounded three percent growth rate of existing volumes. Adjustments were made for future additional arterial segments that do not presently exist. The City Buildout (year 2010) traffic volumes at intersections and segments were obtained from the SANDAG Series 6 Constrained General Plan Model run, completed in 1986. Adjustment were made to the SANDAG model volumes for differences 1n proposed and modeled land uses for Zone 7. ,,--EXISTING CONDITIONS The• .existing arterial system and general boundaries of'Zone 7 are illustrated on Figure 1. Existing daily traffic volumes, daily volume/capacity ratios 15?. ROUTE 78 FRwY 25X r·------ zoNE 1 L_ _____ _J --TAMARACJ< No Sc:ale CANNON RO. FARADAY LEGEND s,:; = PERCENT OF PROJECT TRAFFIC ON ROAD SEGMENT EXISTING STUDY AREA· & DIRECTIONAL DISTRIBUTION 15% i -- - and Intersection Capacity Utilization (ICU) values for the existing circulation system, based upon the existing intersection geometrics contained in Table 1, are illustrated on Figure 2. The ICU methodology and relationship of ICU to Level of Service are descri~ed: in-_ Appendix A. ICU calculation sheets are contained in Appendix B. ICU v·arues are provided for the AM and PM peak hour conditions. Table 2 summarizes existing road segment volumes, capacities and volume/capacity ratios and Table 3 su1111Jarizes existing intersection ICU values. These data were obtained from the report prepared by Barton-Aschman Associates Inc. entitled "Carlsbad Traffic Impact Fee Study". Review of the data on Figure 2 also contained in Tables 2 and 3 indicates that all segments and intersections are currently operating at acceptable conditions. ZONE 7 TRAFFIC CONDITIONS In order to quantify traffic conditions with the development of Zone 7 added to existing and future conditions, it was necessary to define land use plans, identify existi~g development and estimate trip generation. Since the SANDAG Traffic Model is a basis for an~lyses of City Buildout conditions, it was also necessary to compare proposed uses to those in the model and adjust as necessary. Table 4 lists the existing, potential and total land uses proposed by the developer as well as the estimated SANOAG land use assumptions. Table 5 present$ the SANOAG trip generation rates which were utilized in the trip generation analyses. A trip generation estimate was completed for the Zone 7 potential additional development, and the results are shown in Table 6. The potential development would result in an additional 19,670 daily, 1,515 AM peak hour and 1,355 PM peak hour trips. These volumes were combined with existing and future volumes to determine the Zone 7 impacts. For the buildout analyses, it was necessary to compare the trip generations for the SANDAG land uses, to the total Zone 7 land uses generation. The comparison of trip generations is shown on Table 7, as well as the net effects of the proposed project which are an additional 4,140 daily, 450 AM peak hour _Jnd 375 PM peak hour trips. These net volumes were utilized in the 11Buildout 11 Jalyses. ) ) Table 1 EX I STING -INTERSECTION GEOMETRICS ZONE 7 INTERSECTION NL NT NR SL ST SR EL Cannon/College NOT EX I STING Cannon/El Camino NOT EXISTING College/Elm NOT EXISTING El Camino/Elm 1 3 1 1 2 1 1 El Camino/Marron 2 3 1 2 3 1 1 El Camino/Tamarack 1 2 1 1 2 1 1 Elm/Tamarack 1 1 1 0 1 0 1 Tamarack/1-5 NB Ramps 1 0 1 0 0 0 1 Tamarack/I-5 SB Ramps 0 0 0 1 0 1 0 ET ER WL 2 1 1 2 1 1 1 1 1 1 0 0 2 0 0 2 FREE 1 WT 2 2 2 .. 1· 2 2 ) WR 1 1 1 0 FREE 0 I w I ' -4- Table 2 EXISTING CONDITIONS -ROAD SEGMENTS LOCATION EXISTING EXISTING(l) EXISTING LEVEL DAILY DAILY VOLUME/ OF VOLUME CAPACITY CAPACITY SERVICE RATIO El Cami no Rea 1 : City Limit to Elm 29,330 66,670 0.44 A Elm Avenue: El Camino to Tamarack 3,280 22,230 0.15 A Tamarack Avenue: -I-5 NB Ramps to El Camino 12,620 16,670 0.76 C El Camino to Elm 9,000 27,780 0.32 A (1) Based upon LOSE Table _3 EXISTING CONDITIONS -INTERSECTIONS Zone 7 INTERSECTION Cannon & College Cannon & El Camino College & Elm El Camino & Elm El Camino & Marron El Camino & Tamarack Elm & Tamarack Tamarack & I-5 NB Ramps Tamarack & I-5 SB Ramps (l} ICU= Intersection Capacity Utilization LOS= Level of Service AM Peak 0.26/A 0.36/A 0.49/A 0.33/A ; . I I \ I ICU/LOS{l) --PM~Pe_a_,..k 0.42/A 0.47/A 0.50/A 0.41/A 0.31/A -5· LAND USE Low Density Residential (Rl) Low Medium Density Residential (RLM) Medium Density Residential (RM) High Density Residential (RMH) Elementary School Jr. High School Community Commercial Corrmunity Shopping Center . Travel Service/Professional & Related/ Open Space Table 4 LAND USE SUMMARY Zone 7 DESCRIPTOR Owe 111ng Unit Dwelling Unit Owe 11 ing Un it Dwe111ng Unit Acre Acre Acre Acre Acre SANDAG 77 914 350 705 9 2 12 3 UNITS PROJECT POTENTIAL EXISTING 116 0 556 791 77 310 487. 0 11.1 0 19.6. 0 9.0 0 TOTAL 116 1347 387 487 ... 11~1- 1~.6 9.0 ... I 0) I -7- Table 5 -TRIP GENERATION RATES , . . ·, Zone 7 " ,. . LANO USE" DESCRIPTOR TRIP ENDS PER DESCRIPTOR Daily JtR In JtR ilut PR In PR Cut Low & Low Medium Density Dwelling Unit 10.0 0.2 0.6 0.7 0.3 Residential (RL & RLM) Medium Density R~si dentia 1 ( RM) Dwelling Unit 8.0 0.1 0.5 0.6 0.2 Medium High Density Dwelling Unit 6.0 0.1 0.4 0.5 0.2 Residential (RMH) Elementary School Acre 60 9.4 6.2 0.9 2.1 Jr. High School Acre 40 6.3 2.7 0.8 1.9 C011111unity Commercial Acre 700 12.6 8.4 35 35 --Co11111unity -Sopping Center Acre 500 7.0 3.0 22·.s 22. 5 · Travel Services/ Acre 233 29.4 3.2 6.1 24.2 Professional & Related/ Open Space . : .- LAND USE Low Density Residential (RL) Low Medium Density Residential (RLM) Medium Density Residential (RM} Medium High Density Residential (RMH) Elementary School Jr. High School -Community Commercail Totals DU= Dwelling Units Table 6 POTENTIAL ADDITIONAL TRIP GENERATION Zone 7 QUANTITY TRIP ENDS Daily AM In AM Out 116 DU 1,160 25 70 722 DU 7·,200 145 435 77 DU 620 10 40 487 DU 2,920 50 195 11.1 Acres -670 105 70 19.6 Acres 780 125 55 9 Acres 6,300 115 75 19,670 575 940 -8- PM In PM Out 80 35 520 215 45 15 245 95 10 25 15 35 315 315 1,220 135 LAND USE SANOAG MODEL Low Density Residential (RL) Low Medium Density Residential (RLM) Medium Density Residential (RM) Medium High Density Residential (RMH) Elementary School · Jr. High School Community Shopping Center Travel/Professional/ Open Space Totals Zone 7 Low Density Residential (RL) Low Medium Density Residential (RLM) Medium Density Residential (RM) .-Medium High Density Residential (RMH) Table 7 TOTAL TRIP GENERATION Zone 7 QUANTITY Daily AM In 77 OU 770 15 914 DU 9,140 180 350 DU 2,800 35 705 DU 4,230 70 4 Acres 540 85 2 Acres 80 15 12 Acres 6,000 85 3 Arces 700 90 24,260 575 116 DU 1,160 25 1347 OU 13,470 270 387 DU 3,100 40 487 OU ' 2,920 50 -9- TRIP ENOS AM Out PM In PM Out 45 55 25 550 640 270 175 210 70 280 350 140 55 10 20 5 5 5 35 270 270 10 20 75 1,155 1,560 875 70 80 35 810 940 400 190 230 75 195 240 95 LAND USE Elementary School Jr. Hig~ School Conanunity Commercial Totals ZONE 7 DIFFERENCE DU= Dwelling Units Table 7 (cont.) TOTAL TRIP GENERATION Zone 7 ... . .... -· ... , TRIP ENOS QUANTITY Daily AM In AM Out PM In PM Out 11.1 Acres 19.6 Acres 9 Acres 670 100 780 120 6,300 . 110 70 55 75 28,400 715 1.465 +4,140 +140 +310 10 15 315 25 35 315 1,830 980 +270 +105 -10- 29,330 ____ .., (0.44) 0.26 0.42 12.620 (0.76) ~-----TAMARACK No Sc:ai• CANNON RD. LEGEND 33/0.41 = AM PEAK / PM PEAK ICU VALUES 1;._e20 = EXIST. DAILY lRAFAC . ye) ~ DAILY VOLUME TO ROUTE 78 FRWY r·------ zoNE 7 \_ _____ _J FARADAY CAPACITY (V /C} RA 110 EXISTING CONDITIONS NO IMPROVEMENTS .-u- Table 8 contains the proposed yearly development of Zone 7 along with the volume of trips generated per year. Review of Table 8 indicates that the development of Zone 7 is proposed to be comple~ed by the year 1996. . •. The City of Carlsbad Arterial Phasing Plan outlines a proposed roadway system for the years 1990, 1995, 2000 and Buildout conditions which are illustrated on Figures 3, 4, 5 and 6, respect1vely. These roadway systems were assumed as a basis for the roadway segment analyses. In addition, intersection geometrics listed on Tables 9, 10, 11 and 12 were also proposed, which are compatible with the City Arterial Phasing Plan so the Intersection Capacity Utilization {ICU) analyses could be completed. The following analyses also identify any additional improvements that may be required, beyond the City Arterial Phasing Plan. YEAR 1990, 1995 and 2000 ANALYSES Estimated project traffic shown on Tables 6 and 8 were assigned to the surrounding road system for the years 1990, 1995 and 2000 based on the distributions shown in Figures 7, 8 and 9. The buildout distribution is· addressed later in this report. Given the project traffic assignments to the City Arterial Phasing Plan street systems, the three percent per year growth of existing traffic, and the adjustments due to the updated road systems, intersection and street segment analyses were completed. The results for the years 1990, 1995 and 2000 are illustrated on Figures 10, 11 and 12 respectively, as well as summarized on Tables 13 and 14, 15 and 16, and 17 and 18. Appendix B contains the ICU worksheets for the three study years. CITY BUILD0UT ANALYSES (YEAR 2010) The City Buildout Analyses is based on AM/PM peak hour and daily traffic volumes resulting from the SANDAG Series 6 Constrained General Plan Model run which assumes development buildout of the City of Carlsbad. These City buildout {year 2010) traffic volumes were adjusted for the differences between the Zone 7 modeled and Zone 7 proposed land uses and resulting trip generations. The land use and trip generation comparisons were presented earlier in the report in Tables 4 and 7. -12- Table 8 TRIP GENERATION BY YEAR Zone 7 LAND USE QUANTITY TRIP ENDS Daily AR In AR Out PM In PR Out 1987 Low Medium 166 OU 1,660 35 100 115 50 Residential (RLM) Elementry School 11.1 Acres 670 105 70 10 25 1989 Low Medium 256 OU 2,560 50 155 180 75 Residential {RLM) Medium High Density 80 DU 480 8 32 40 16 Residential (RMH) 1990 Low Medium 255 DU 2,550 50 155 180 75 -Residential (RLM) Community Commercial 30 Acres 2,100 39 5 105 105 1991 -1994(l) Low Residential (RL) 27 DU 270 6 16 19 8 Low Medium Residential (RLM) 11 OU 110 2 6 8 3 Medium Residential {RM) 18 OU 145 2 9 11 4 Medium High Density 94 DU 565 10 38 47 18 Residential (RMH) 1991, 1992 Commun1ty Convnercia1(2) 30 Acres 2,100 28 25 105 105 LANO USE 1995 t'owResidential (RL) Low Medium Residential (RLM) Medium Residential (RM) Medium High Density Residential (RMH) 1996 ~High School TOTAL Table 8 (cont.} TRIP GENERATION BY YEAR Zone 7 -. . QUANTITY Daily AM In 8 DU 80 2 1 DU 10 NOM 5 DU 40 1 31 DU 180 3 19.6 Acres 780 125 19.670 575 TRIP ENDS AM Out PM In 5 5 1 1 3 3 12 16 55 940 1,220 PM Out 2 1 1 6 35 733 -13- ( 1) Reflects a one year tri-p generation which is indicative of the Year 1991 through 1994. (2) Reflects a one year trip generation which is indicative of the Year 1991 and 1992. PACIFIC OCEAN AVf!NIUJ\ CNCINAS + N • • • • • • • • • • PHASED CIRCULATED 1990 2 LANE 4 LANE 6 LANE \\I es ton Prinaie a As snr.i nt es • • • • • • ("I • 9-; e'r(\ ~ ! I'""\ ••• . . . . . . . . ~t-;····· 1 <. ······- CARLSSAO CITY LIMITS ···········, /0 ! ! /, ·7 CAMIN -\IIUA ROBLE '············ .... ····; . ····· . . . . . :········•·.: •• CITY ARTERIAL PHASING PLAN AGUA. HIDIONQA -·· J;AGOOIII PACIFIC OCEAN ♦ N • • • • • ••••• IA TIQUlros LAGOOM PHASED CIRCULATED 1995 2 LANE • • • • • • 4 LANE .. 6 LANe ----- Weston Pringle B Associates ···•··········· ....... , . VISfA CITY ARTERIAL PHASING PLAN Figure 4 PACIFIC OCEAN + N ••• AGUA HIIDIONOA LAGOON C.D.NNOH RO -"' • : .. • • • • • • • ••••• PHASED CIRCULATED 2000 2 LANE • • • • • • 4.LANE 6 LANE ----- Weston Pringle B Associates ·., ........ . ! P•••••.:--•••: •-·-I . . . . . . . . . . . . . . . . . ··•··· CARLS BAO CITY LIMI rs CITY ARTER.IAL PHASING PLAN Fiaure 5 \ PACIFIC OCEAN AGUA· Hl!OIONOA LAGOON • .,. . ~ ·. 1 «:c. ••••• • 0 :g PHASED CIRCULATED BUILDOUT 2 LANE • • • • • • 4 LANE 6 LANE ----- Weston Prina\e a Associates VISTA ·_ LAKE BJ."0 CARLSBAD CITY LIMITS CITY ARTERIAL PHASING PLAN 6 ) lable 9 YEAR 1990 -INTERSECTION GEOMETRICS CITY ARTERIAL PHASING PLAN ZONE 7 · INTERSECTION NL NT NR SL ST SR EL - Cannon/College NOT EXISTING Improvements Cannon/El Cami¥o• 1 2 0 1 2 0 1 Improvements 1 1 1 College/Elm NOT EXISTING Improvements El Camino/Elm 1 3 1 1 2 1 1 Improvements El Camino/Tamarack 1 2 1 1 2 1 1 Improvements Elm/Tamarack 1 1 1 1 1 0 1 Improvements 1 * Complete intersection geometrics with improvements included. + Lanes added to previous geometrics to arrive at current geometrics. ET ER WL 1 0 1 1 1 2 ·1 1 2 1 1 1 2 0 1 1 1 lfl. 1 1 2 2 2 1 I WR - 0 l.•· .. .. I• .. 1 0 I ..... .,::,. I ) Table 10 YEAR 1995 -INTERSECTION GEOMETRICS CITY ARTERIAL PHASING PLAN ZONE 7 INTERSECTION NL NT NR SL ST SR EL - * Cannon/College+ 0 0 0 1 0 1 1 Improvements 1 1 1 Cannon/El Camino 1 2 0 1 2 0 1 Improvements College/Elm 1 2 0 0 1 0 1 Improvements 1 2 El Camino/Elm 1 3 1 1 2 1 1 Improvements Elm/Tamarack l 1 1 1 1 0 1 Improvements * Complete intersection geometrics with improvements included. + Lanes added to previous geometrics to arrive at current geometrics. ET ER WL 1 0 0 2 0 1 1 0 1 0 2 1 1 2 0 1 WT 1 2 0 2 2 WR 0 0 0. 1 0 I t-' u, I ) Table 11 YEAR 2000 -INTERSECTION GEOMETRICS CITY ARTERIAL PHASING PLAN ZONE 7 INTERSECTION NL NT NR SL ST SR EL * Cannon/College+ 1 2 0 1 .2 0 l Improvements 1 2 2 -1 College/Elm 1 2 0 0 2 0 1 Improvements 1 El Camino/Elm 1 3 1 1 2 1 1 Improvements Elm/Tamarack 1 1 1 1 1 0 1 Improvements * Complete intersection geometrics with improvements included. + Lanes added to previous geometrics to arrive at current geometrics. ET ER WL 2 0 1 1 1 0 1 0 2 1 1 2 0 1 WT 2 1 0 2 2 WR 0 0 .1· ... .. o· ... I -0\ I ) ) Table 12 CITY BUILDOUT (2010) -INTERSECTION GEOMETRICS CITY ARTERIAL PHASING PLAN ZONE 7 INTERSECTION NL NT NR SL ST SR EL ET ER WL WT WR * Cannon/College+ 1 2 1 1 2 1 1 2 1 2 2 1 Improvements 1 1 1 1 1 Cannon/El Camino 1 3 0 1 3 0 1 2 0 1 2 0 Improvements College/Elm 1 2 0 0 2 0 2 0 1 0 0 0 Improvements 1 El Camino/Elm 1 3 1 2· 2 1 1 2 1 1 2 1 Improvements 1 .. El Camino/Marron 2 3 \ 2 3 1 1 2 1 1 2.· 1 • Improvements .. , . El Camino/Tamarack 1 3 0 1 3 0 1 2 1 1 2 1 Improvements Elm/Tamarack 1 1 1 1 1 0 1 2 0 1 2 0 Improvements Tamarack/1-5 NB Ramps 1 0 1 0 0 0 2 2 0 0 2 FREE Improvements 1 Tamarack/1-5 SB Ramps 0 0 0 1 0 1 ff 2 FREE 2 2 0 Improvements 1 * Complete intersection geometrics with improvements included. + Lanes added to previous geometrics to arrive at current.geometrics. I .,_. '-J I No Seal• LEGEND 5% = PERCENT OF PROJECT TRAFFIC ON ROAD SEGMENT ROUTE. 78 FR'NY ZONE 7 TAMARAC YEAR 1990 DIRECTIONAL DISTRIBUTION 2( MAlfflON RO. AVE. No Scale LEGEND 5% = PERCENT OF PROJECT TRAFFlC ON ROAD SEGMENT ROUTE 78 FRwY ZONE 7 1 DAY YEAR 1995 DIRECTlONAL DISTRIBUTlON 'J I ~ • _ _J No Scala LEGEND % -PERCENT OF PROJECT TRAFFIC ON ROAD SEGMENT -- ROUTE 78 FRwY 10,; TAMARACK r·------t- \ ZONE 7 YEAR 2000 DIRECTIONAL DISTRIBUTION r- Table 13 YEAR 1990 CONDITIONS -ROAD SEGMENTS CITY ARTERIAL 'PHASING PLAN. Zone 7 LOCATION 1990 1990(!) DAILY DAILY VOLUME CAPACITY. College Boulevard: City Limit to Elm 4,450 22,230 El Cami no Rea 1 : Tamarack to Cannon 22,400 44,450 Elm Avenue: El Camino to Tamarack 6,300 22.230 Tamarack to College 5,650 27,780 Tamarack Avenue: El Camino to Elm 13,400 27,780 {1) Based upon LOSE . -1 1990 LEVEL VOLUME/ OF CAPACITY SERVICE RATIO 0.20 A 0.50 A 0.28 A. 0.20 A 0.48 A INTERSECTION Cannon & College Cannon & El Camino College & Elm El Camino & Elm El Camino & Tamarack Elm & Tamarack Table 14 YEAR 1990 CONDITIONS -INTERSECTIONS CITY ARTERIAL PAA"5~NG-PLAN Zone 7 AM Peak 0.51/A 0.32/A 0.59/A 0.18/A (1) ICU= Intersection Capacity Utilization LOS= Level of Service ICU/LOS(l) --=P,...,M_,P_e_a.,..k 0.58/A 0.54/A 0.57/A 0.19/A -19- -- Table 15 YEAR 1995 CONDITIONS -ROAD SEGMENTS CITY ARTERIAL PHASING-PLAN -·. . _. -. Zone 7 LOCATION 1995 1995Cl) DAILY DAILY VOLUME CAPACITY College Boulevard: City Limit to Elm 9.500 44.450 Elm to Cannon 7.950 22,230 Elm Avenue: El Camino to Tamarack 9,450 22,230 Tamarack to College 9.000 27;780 Cannon Road: El Camino to College 7,380 22.230 {1) Based upon LOSE 1995 LEVEL VOLUME/ OF CAPACITY SERVICE RATIO 0.21 A 0.36 A 0.43 A 0.32 A 0.33 A INTERSECTION Cannon & College Cannon & El Camino College & Elm El Camino & Elm Elm & Tamarack Table 16 YEAR 1995 CONDITIONS -INTERSECTIONS CITY ARTERIAL PHASING· PlA-N · Zone 7 AM Peak 0.29/A 0.66/8 0.49/A 0.33/A 0.15/A (1) ICU=· Intersection Capa~ity Utilization LOS= Level of Service -21- ICU/LOS(l) PM Peak 0.45/A 0.73/C 0.62/B 0.61/8 0.22/A LOCATION College Boulevard: City Limit to Elm Elm to Cannon (l) Based upon ·LOSE Table 17 YEAR 2000 CONDITIONS -ROAD SEGMENTS CITY ARTERIAL 'Pl-(ASJ°NG PLAN· Zone 7 2000 2000<1> DAILY DAILY VOLUME CAPACITY 10,600 44,450 8,650 44,450 -22 2000 LEVEL VOLUME/ OF CAPACITY SERVICE RATIO 0.24 A 0.19 A - INTERSECTION Cannon & College College & Elm El Camino & Elm Elm & Tamarack Table 18 YEAR 2000 CONDITIONS -INTERSECTIONS CITY ARTERIAL PHASING,·PLAN Zone 7 AM Peak 0.25/A 0.42/A 0.40/A 0.17/A (1) ICU a Intersection Capacity Utilization LOS= Level of Service -23-. ICU/LOS(l) PM Peak 0.33/A 0.54/A 0.68/B 0.22/A · No Scale -LEGEND .41/0.48 • AM PEAK / PM PEAK ICU VALUES U,800 = EXIST. DAILY lRAFFIC .89) = DAILY VOLUME TO CAPACITY (V /C) -RA 110 r·-----i ZONE 7 L _____ _ TAMARACK 0.58 YEAR 1990 CONDfTIONS AVE. 0.33 0.61 "'-----TAMARACK No Seu LEGEND 45/0.55 = AM PEAK / PM PEAK ICU VALUE'S 17,450 =-EXIST. DAILY TRAfflC f-°'5) =-DAILY VOLUME TO . CAPAQTI' (V/C) RATIO I t_ _ r-\ • _ I _ 8 _ &. YEAR 1995 CONDITIONS ZONE 7 . _J 0.29 0.45 ROU'J[ 78 FRWY 10,600 · MAAl!oN RD. (0.24)---~"\.. r·-----.--- AVE. 0.40 0.68 No Scale LEGEND .51/0.62 =-AM PEAK / PM PEAK ICU VALUE'S 1j...950 =-EXIST. DAILY TRAFAC !O) • DAILY VOLUME TO CAPACJTY (V /C) RA TIO TAMARACK YEAR 2000 CONDITIONS zoNE 7 _ _J -24- The model traffic volumes were then adjusted, by distributing the trip generation differences to the surrounding road system based the percentages shown in Figure 13. Given these updated volumes the street segment and intersection analyses were performed again .. utilizing the roadway geometrics shown in Figure 6 and Table 12 presented 0 ear1ie+. ·· The results are illustrated on Figure 14 and listed on Tables 19 and 20 Appendix B contains the ICU worksheets for the City buildout conditions. The buildout lane geometrics at the study intersections can be found in Appendix c. As shown in the analyses results of all street.sections and intersections are projected to operate at acceptable levels, as defined by the City of Carlsbad. SUMMARY This study has reviewed traffic factors related to Growth Management Zone 7. Existing conditions have been quantified and projections made for conditions in the years 1990, 1995 and 2000 using a compounded three percent growth rate of the existing volumes. Estimated traffic from Zone 7 has been combined with existing, year 1990, 1995 and 2000 traffic volume~ to simulate conditions with the dev~lopment of Zone 7. The analyses also assumed the City Arterial Phasing Plan as a base road system for each of the study years. Any additional improvements needed for each condition have been identified. The SANDAG Series 6 Constrained General Plan Hodel run (1986) volumes for the AM and PM peak hour and daily conditions were adjusted for differences between the proposed land uses in Zone 7 and those assumed in the model. These volumes were used to identify improvement needs at buildout of the City of Carlsbad. MARRON RD- AVE. No Scaio LEGEND 5~ = PERCENT OF PROJECT TRAFFIC ON ROAD SEGMENT ROUTE 78 · FRWY r·------t-- ZONE 7 _ _J 10 CITY BUILDOUT (2010)-DIRECTIONAL OISTRIBUTlON 35,750 WARRON RD. (0.80)--" lo· •• -.... r·-----+- ZONE 7 AVE. 0.73 0.89 No Scale LEGEND .56/0. 70 = AM PEAK / PM PEAK ICU VALUES U.000 =-EXIST. DAILY TRAFFIC 02) = DAILY VOLUME TO CAPACJTf (V /C) RA 110 TAMARACK CITY BUILDOUT CONDITIONS COMPLETE CIR CU LA Tl ON SYSTEM ·- 0.82 .0.81 Table 19 CITY BUILDOUT {2010) CONDITIONS -ROAD SEGMENTS CITY ARTERIAL PHASING PLAN Zone 7 _.. ·· ' •·· ·· LOCATION 2010 2010(1) 2010 DAILY DAILY VOLUME/ VOLUME CAPACITY CAPACITY RATIO College Boulevard: City Lfmit to Elm 35,750 44,450 0.80 Elm to Cannon 31,500 44,450 0.71 (1) Based upon LOSE -25- LEVEL OF SERVICE C C INTERSECTION Cannon & College College & Elm El Camino & Elm Elm & Tamarack Table 20 CITY BUILDOUT (2010) CONDITIONS -INTERSECTIONS CITY ARTERIAL PHASING PLAN Zone'7 _:· ... ·,.-.: · · ICU/LOS(l) AM Peak 0.82/0 0.83/D 0.64/8 0.33/A (1) ICU= Intersection Capacity Utilization LOS= Level of Service -26- PM Peak 0.81/0 0.86/0 0.67/8 0.41/A APPENDIX A EXPLANATION OF INTERSECTION CAPACITY UTILIZATION AND LEVEL OF SERVICE APPENDIX A EXPLANATION OF INTERSECTION CAPACITY UTILIZATION The capacity of a street is nearly al ways grea.tir. ·~etwee·n ·1 ntersections and 1 ess at intersections. The reason for this is that the traffic flows continuously betw~~n intersections c:1nd only part of the time at intersections. To study intersection capacity. a technique known as Intersection Capacity Utilization, (ICU) has been developed. ICU analysis consists of (a) determinin9 the pro- portion of signc1l time needed to serve each conflicting movement; (b) suuuning tt1t! times for the movements; and (c) comparing the total tim~ required to th~ ti me c:1 v,d l ilb 1 e. For example, if for north-sou th traffic the northbound traffic is 1,000 vchiclts per hour, the SCllthbound traffic is 800 V'«!hiclt.!S per hour. ,Uld the cupaci ty of either approach is 2,000 vehicles per hour of green, then the northbound traffic is critical and requires 1.000/2.000 or 50 percent of the signc11 time. If for the east-west traffic. 40 percent of the signal time is requtred, then it can be seen that the ICU is 50 plus 40, or 90 percent. When l t:f t-turn phases exist, they are incorporated into the ana Jys is. As ICU• s a~praach 100 percent, the quality of traffic service approaches Level of Service (LOS)£, as defined in the Highway Capacity Manual. Special Report 87, Highway Rc$t:arch Board, 1965. ·. L~ve1 of Service is used to describe quality of traffic flow. Levels of Service ,; lo C opt:rd t~ quite we 11. Leve 1 of Service D is typically the Leve 1 of Service fc.r v,ttich an urban street is designed. Level of Service E is the maximum volume =de i1 i ty can accommodate and wil 1 resu 1 t in possib 1 e stoppages of momentary :acion. Level of Service F occurs when a facility is overload~d and is ch..ir"act~rized by stop-and-go traffic with stoppages of long duration. A des- cription of the various levels of service appears on the following page. Ttie ICU calculations assume that an intersection is signalized and that the siyni:il is ideally timed. Although calculating ICU for an unsignalized inter- s~ccion is not valid, the presumption is that a signal can be installed and the calculation shows whether the geometrics are capable of accommodating the ex- µectc:d volumt!s. It is possible to hc:ave an ICU well below 1.0, yet have sever~ traffic congtstion. This would occur because one or more movements is not g~tting enough time to satisfy its demand with excess time existing on other moves. Capacity is often defined in tenns of roadway width. However, standard lanes hil'Je approximittely the same cap11city whether they are 11 foot or 14 foot lanes. Our data indicates a typical lane, whether a through lane or left-turn lane has " capacity of approximately 1600 vehicles per lane per hour of green time. The -~iQhway Cc1pacit~nual found capacity to· be about 1500 vehicles per lane per hour of green for through lanes and 1200 vehicles per lane per hour of green for hdt-turn lanes. However, the capacity manual is based on pre-1965 data, cJfld rt.:ci:nt studit:s c1nd observations show higher capacities in thu southern c~lifornia area. For this study a cap~city of 1600 vehicles per lane has been ca..-·ned for through traffic. and 1600 vehicles per lane for t1Jrnin9 lanes·. Level of Service A B C D E F APPENDIX.A LEVEL OF SERVICE DESCRIPTIONS Low volumes; high speeds; speed·not restricted by other vehicles; all signal cycles clear with no vehicles waiting through more than one signal cycle. Operating speeds beginning to be affected by other traffic; between one and ten percent of the signal cycles have one or more vehicles which wait through more than one signal cycle during peak traffic periods. Operating speeds and maneuverability closely controlled by other traffic; between 11 and 30 percent of the signal cycles have one or more vehicles which wait through more than one signal cycle during peak traffic periods; recolllllended ideal design standard. Tolerable operating speeds; 31 to 70 percent of the signal cycles have one or more vehicles which wait through more than one signal cycle during peak traffic periods; often used as design standard in urban areas. Capacity; the maximum traffic volumes an inter- section can acconunodate; restricted speeds; 71 to 100 percent of the signal cycles have one or more vai icl es which wait through more than one signal cycle during peak traffic periods. Long queues of traffic; unstable flow; stop- pages of long duration; traffic volume and traffic speed can drop to zero; traffic volume will be less than the volume which occurs at Level of Service E. (a} ICU (Intersection Capacity Utilization} at various Levels of Service versus Level of Service E for urban arterial streets. Nominal Range Of ICU (a) 0.00 -0.60 0.61 -0.70 0.71 -0.80 0.81 -0.90 · 0.91 -1.00 Not meani ngfu 1 APPENDIX B !CU WORKSHEETS I, INIEH j LAH~mD LOCAl fACILIIW IIAltAliEIIEll PlAII ~" Pm IIOIIR I j CAhNDM RD .• coum llVD ) .. _ .. --... --.... -----..... ------.. ---------------· ·--........ ---------------------------------..... ----· -----------------..... ---. ---........... --..... ----.. ---.............. ----------------.. ------------------------.. -------------------........ -----: : : : c •· · · • ·· ····6£aftElRICS··-·--····--·): 1(-·------··· IRAFFIC YOlUIIES· ·····-···--·-··-->:: < ·---------·---·---·-· • ·······\;LUNE /WAC I TY----·-···-·-·--·--·-------·---··------·------·-······-·-·-·····--) 11 :: :: ::,··-··-··IIIFROVEIIUTS-------)11 :<•·1990·-·):<·-"95-·->:<--?000·--): :: I II :1991) :1990 :: 11m :1995 II l2000 moo 11 :2010 :mo 11 :: :: ::FR£· I : I ; :1 :,m UDIIE lYfAII llON£ :rm :ZONE :YEAR II :UIST 111990 :. !'.NE :• ICNE::lm lt ZOhE It ZON£112000 It ZOii£ It ZONE::2010 :SUDA& :SANDA& 11 ::110vE11c11111ms11:1m :mo 11995 l2000 l20IO ::msT:1990 I 11'1995 I 7 :2000 I 1 :.010 l:UISI :~1111, ::• ZONE :•n~P :•tlNP ::t ZOii£ IM/lllt :M/IIIP ::. 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(······YEAR mo---·•) (·--··-YEAR 1995··-··) ,······YEAI 2000····-) (·-----ma :010-----·) Ill 121 Ill 121 Ill Ill Ill CO 1:1 141 151 Ill 151 161 APPENDIX C BUILDOUT INTERSECTION LANE GEOMETRICS ) CANNON rm o ... ...... ' 0 -N ~ - 260'POCKE.T N, ...... - 240''P0Ct<ET I\), N, 0, It' -6 c.D o· o, ii C) '1) 0 0 o• r 0 A A m r m -i rr1 -f , G) 109 fll 102 CD • I r I 12 I Ii I 12' I I -~ , I . I -~• < 12 17 10 0 + r, ~161 17' I 120 cij12'j 11' I 121 I, 4 , 10g 102· o 0 1'1)· 0 0 " m -f WESTON PRINGLE AMt> ASSOCIATES ) 0-~ N. 100 POCKET ""' ' N, o, 0 I\)_ ~ 0--200'POCKET c:=~. ~, N - ""· o. _ .... , , ~ ........ NO SCALE FIGURE I ( ) ..,.._ ___ __._, ---- t-w ~ u 0 Q_ b 0 128' rn r 0 )> ~ z 0 :::0 rn ) : 101 21· I 121 12·1,o 12'112'1 2( 1101 ~ __ r-_C_A_N_N_O_N_R_D __ b __ _) 8 ~-s------------ ... 0 ---b N ·o N ~ ~ ~oo ♦ _ ·o IOO'POCKET. -,~ao~•~poc~K=Er=--~~=--,~--------------~~~~~&~---m--~~-------~~ 'N \ o· N N b (\J -~-N-..,.. 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" I0Q' POCKET ---------- N, --.,_ CD, ... ~--- NO SCALE FIGURE EL CAMINO/MARRON - ExISTS AS PROPOSED «D (X) a,_ ~- T AMAl<ACK AVE -.,_ 440· POCKET N ) 0 q rn r 0 )> 3: ~ z "') 0 :,;: rn ---i 120· ;J _____________ ITI )> 21' 110 r I I \__ ___ ____.'--- ------+--------- 128~ 0 o, "tJ 0 0 :,;: rn __. WESTON PRINGU AND ASSOCIATES I' 0, "'· -J ' -"3, ,. 0, 270' POCKET · "3, -J ' CD, --~-N-~ NO SCALE CD I.O ~ CJ) ' ' FIBURE ) ) ) I _____ ___.E ___ L ___ M ______ AV ___ E=-·-----_ _)101151 . 15 lici~---------------- N. + N. -0 100' POCKET o. J I' 0, 340' POCKET. 0 I\>, I\>.., N. i'5, --....,_ ...., ' ... ~-N---. NO SCALE WESTON PRINGLE AND ASSOCIATES FIGURE .... ' .... I YflSTON PIUNGlt AND ASSOCIATfS ( FIGURE S.B. ON RAMP WESTOH PRIHGlE At'D ASSOCIATES Appendix A-6. Fire EXISTING DWELLING UNITS OUTSIDE FIVE MINUTE RESPONSE TIME OF FIRE STATION NO. 3 AND 5 Management Zone 7 8 General Plan Land Use RLM RM Dwelling Units 126 1 127 Appendix A-7. Open Space -·····-·-.. ····---------- t:,. • -...... 1 . .. ~. -~'f~;_ .· ~ '; ~ ·. -I I _.1!1"\ -. _. -r -. ' . .t ~ . . ---, • / . -•· ,_ ~:>-_·.. \. I ., . /· /i I ' ,,-.....-....., ,._ ~ • _, I I • , , .. , . ''-.. •. ... -........... ' I . .; . I 1 I . I ·/: .. -. J'. . : ; • ,-r; .I , I • ! ' \ 100' -.CALE c.T. .3-19 ,· I I .' I I / ,,,,.-·=A' "r· ·, -(It I -····· .. ' ._ ..... -. \ ~ --~) ~--·. ~J~i Carlsbad Unified School District 801 Pinc Avenue, Carlsbad, CJlifornia 92008-2439 729-9291 "Excellence In Education" UOAKD Of TRUSTEES JOE ANGEL l'r.,,i,l.,111 JAMES McCORMICK JULIANNE L. NYGAARD Cl,•1k CONALD M. JOHNSON Mt•mhcr J. EDWARD SWITZER, JR. /\lt-mhcr L>ISllOCT AOMINIS1 RArlON THOMAS K. BRIERLEY, Ed.O .. --"AN-HARUMI BENTLEY --•""'"' Supcri111c11J.,111 111,111n 1iu11JI Scrvi,·c~ JOHN H. BLAIR ,\,,i\t,1111 ~upc1 i11tl,nJc111 U11\HW~S Scrvin•s GERALD C. TARMAN I liH,1 lor 1'1•r\onrwl Scrvit:cs DEWAYNE L. FEASEL :\ 1JIIJ!lC( t ,H 1li11c\/MJi111c11Jn<1!/ OpcrJlions September 14, 1988 Mr. Mike Holtzmiller Planning Director City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 Dear Mike: As shown in the enclosed Board Agenda Item of Carlsbad Unified School District, the District is in the process of acquiring the Junior High School site (20.06 acres) located in Zone 7 to the west of Calaveras Lake. Eventually, this school site will front on College Boulevard on its western boundary. This property is being acquired from Alltex Inc., 701 Palomar Airport Road, Carlsbad, California 92009, through an agreement which will exchange parcel tax and developer fee credit for the land valuation, site preparation costs, and certain off-site improvements. Any remaining parcel tax and developer fees from Zone 7 will be applied to school construction on the site. Additional new funding sources for school construction will need to be addressed at a later stage in Zone Plan development. It should be noted that within Zone 7 there is currently Hope Elementary School with a capacity of 600 students up on Tamarack Avenue and the proposed Junior lligh School site. These two sites should adequately meet school needs within Zone 7. Sincere~ Joh H. Blair Ass stant Superintendent JHB:njg Enclosure Services c: Al ltex Inc. Wm. N. Hofman Co. Appendix A-8. School TO: FROM: SUBJECT: CARLSBAD UNIFIED SCHOOL DISTRICT Carlsbad, California September 28, 1988 Thomas K. Br~:rley, Ed.D., District Superintendent John H. Blaif, 1ssistant Superintendent, Business Services Dedication Agreement -College Boulevard School Site ACTION ----------------------------------------------------------------------------·-- BACKGROUND INFORMATION The School Location Plan of July, 1982 initially reflected a Carlsbad Unified School District junior high school located near the western end of Calaveras Lake on the future route of. College Boulevard. Later, in the adopted City of Carlsbad Calavera Hills Project, this 20-acre school site became Village S in the Plan. Since then, Calavera Hills has become Planning Zone 7 of the Citywide Facilities and Improvements Plan. CURRENT CONSIDERATIONS For severa 1 months now, the District staff has been working with Lawrence Whittington of Alltex, Inc., 701 Palomar Airport Road, Carlsbad, California, regarding the dedication of the 20-acre College Boulevard school site to the District. Alltex, Inc. will be completing the Zone 7 Master Plan and completion of the Calavera Hills Project. Essent1a·1 1 y, the proposal is for the District to provide parcel tax/developer fee credi, fat the value. of the school site, site development work at cost, and certain improvements to College Boulevard. Generally, it is similar to other recent school site acquisition agreements within the District. A map of the school site is contained in Exhibit A. A plat map and legal description have not yet been received. Other documentation will be provided at the Board meeting. FINANCIAL IMPLICATIONS Acquisition of a badly needed school site in the Tri-City/Calavera Hills area. More information will be presented at the Board meeting. RECOMMENDATION It is respectfully recommended that the Board of Trustees accept the dedication agreement for the College Boulevard Junior High School Site of 20 acres. -----------------------------------------------------------------.------------ SUPERINTENDENT'S RECOMMENDATION: Recommend approval of staff recommendation. Vicinity-~?.~ .... \ \. !:_!;g.:il _Dcscrip1io11 ... ···-··· --r:.· .. ......... --.. , .............. ~ ....... ................ .,, .................. , ... ._ ·11 '""I• II .......... ~ ............ " •.... , . •••••-, II a 111 ... , , ... P11hlic Ulihly_l DblriCI Engineer of Work ~~---=-=---::::.,;~.=~:-~-z ::u••u• • C'•t<l•\U•U• t, •l•OC:14111 r:,,' ::: : .. :: ::-::·.::--... ;::.·; ....... 1111 , ... 1..r.-t1•• TENTATIVE MAP EXHIBIT OF: Calavera Hills Village 'T'norlh&•oulh c.t. 83-19 ,p.u.d.56 c1r• OF CARLSBAD -AGEN~ -BILL AB# 9~~ '") TITLE; MTG. 3-7-89 DEPT. P&R RECOMMENDED. ACTION: JOINT USE AND RECREATION AGREEMENT BETWEEN THE CARLSBAD UNIFIED SCHOO DISTRICT AND THE CITY OF CARLSBAD If Council concurs, adopt Resolution No. 89 · r"J 3 approving the Agreement between the Carlsbad Unified School District and the City of Carlsbad to use the school facilities and grounds for recreational programming. ;ITEK BXPJ,NIATZOB: The 1982 Agreement for Joint Use of School District facilities for recreational purposes has been revised as a result of discussions between City staff and school district representatives. The basic revisions of the agreement delineates the responsibilities of both parties for field and tennis court maintenance. Both City and school district staff are in accord with the maintenance responsibilities as outlined in the revised agreement (Exhibit 2). At the October 17, 1988 meeting the Parks and Recreation Commission unanimously approved the Revised Agreement. On January 25, 1989, the Board of trustees of the Carlsbad Unified School District approved the agreement by a vote of 3-2. If Council Concurs the 1989 Revised Use Agreement will be implemented. lXSQAL XMPACT: Under terms of this agreement the Parks and Recreation Department's Park Division will be responsible for the ma.intenance of 12. 85 acres of turfed play fields and tennis court surfaces. The anticipated maintenances cost of $6,25O/ac./yr. which includes administrative costs will result in the expenditure of $80,300 per year for school district grounds. Funds are available in the park maintenance division annual operating budget. · BXBZB;ITS: 1. Resolution No. 89 -') 3 2. Joint Use and Community Recreation Agreement between Carlsbad Unified School District and City of Carlsbad l 2 3 4 5 6 7 8 9 10 11 12· 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 RESOLUTION NO. 89-?3 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA APPROVING AN AGREEMENT BETWEEN THE CITY OF CARLSBAD AND THE CARLSBAD UNIFIED SCHOOL DISTRICT FOR JOINT USE AND COMMUNITY RECREATION UTILIZING SCHOOL DISTRICT FACILITIES WHEREAS, a Joint Use Agreement between the City of Carlsbad and the Carlsbad unified School District is necessary to utilize School District facilities to provide for the recreation needs of the community, and; WHEREAS, the existing use agreement has been revised to reflect a change in the current maintenance responsibilities of School District facilities, and; WHEREAS, the City Council and the_ Carlsbad Qnified School District Board of Trustees are in accord with the terms of the agreement attached hereto and made a part.. here, NOW THEREFORE BE IT RESOLVED, the City Council of the City of Carlsbad the following: 1. That the above recitations are true and correct. 2. That certain agreements between the City of Carlsbad and the Carlsbad Unified School District for Joint Use and Community Recreation attached hereto and made a part hereof is hereby approved. l 2 3 PASSED, APPROVE AND ADOPTED at a regular meeting of the City of Carlsbad, California, held on this 7th day of March 4 5 6 7 8 1989, by the following vote to wit: AYES: Council Members Lewis, Kulchin, Pettine, Mamaux and Larson NOES: None ABSENT: None 9 10 11 ATTEST: 12 / 13 / 14 / 15 / 16 17 18 19 20 21 22 23 24 25 26 27 28 Clerk JOINT USE AND COMMUNITY RECREATION AGREEMENT BETWEEN CARLSBAD UNIFIED SCHOOL DISTRICT AND CITY OF CARLSBAD THIS AGREEMENT, made and entered into as of the g,s 7 Aday of -~ k"41 , 198,, by and between CITY OF CARLSBAD, a municipal corporation, hereinafter referred to as "City" and the Carlsbad Unified School District, State of California, hereinafter referred to as "District". WITNESS ETH WHEREAS, the governing bodies of the City and District are mutually int:erested in an adequate program of community recreation under the auspices of the City Parks and Recreation Department; and in cooperation with the District; and WHEREAS, cities and school districts are authorized by Chapter 10 of Part 7 of Division 1, Title 1 of the Education Code of the state of California (sections 10900 et. sec.) to organize, promote, and conduct a community recreation program and activities within or without their territorial limits; and WHEREAS, said governing bodies are authorized to enter into agreements with each other, to promote the heal th and general welfare of the community and contribute to the attainment of the general recreation objectives for children and adults within the community: and EXHIBIT 2 WHEREAS, the city has established a Parks and Recreation Department responsible for carrying out the purposes of community recreation; and WHEREAS, in the interest of providing the best service with the least possible expenditure of public funds, cooperation between the City and the District is necessary; NOW, THEREFORE, the City and District agree as follows: l. The District will make available to theCity and school buildings, grounds, playgrounds, and multi use athletic . areas ("school facilities") for the purpose of conducting a diversified community recreational program. 2. The use of school facilities shall be in accordance with the regular procedures of the District in granting requests for use of school facilities as specified by Chapter 10 ot Part 7 of Division 1, Title 1 of the Education Code tor the State of California and the policies, rules and regulations of the Governing Board. 3. The recreation program conducted by the City on school facilities shall be open on equal terms to all persons residing within tha boundaries of the District and City, but such participation shall be subject to rules and regulations adopted by the City Council and the School District. 4. A schedule of dates for the use of the District facilities will be worked out in advance by the city in agreement with the District and that this schedule will be arranged as to avoid conflict between school and recreation use1 that in the 2 scheduling of said facilities, school events and programs, established by the Parks and Recreation Department, shall have second priority, and any other events by other groups or agencies shall have third priority. 5. In the event of any dispute or difference arising as a result of the recreation program being conducted on city facilities, on the sites jointly used, or as to the use of a District facility, then, in that event, said dispute or difference shall be settled and arbitrated by appealing to the City Manager and Superintendent of the district, in accordance with established policies and procedures of the District and City. 6. The Parks and Recreation Department will provide or cause to be pr~vided all expendable materials, i.e. bats, balls, etc., necessary for carrying on its recreation program for all ages that will be conducted on the facilities. 7. The City may install and maintain sprinkler systems, turf, playground/equipment, fencing and additional recreational equipment not in conflict with school use, on school property in areas selected by the City Manager, subject to the prior approval by the Superintendent of Schools. 'Any installations of equipment or construction of facilities, for community recreation purposes, shall be at the City's costs and meet standards established in the California Education and Administrative Code. 8. All structures constructed on the site and all personal property placed or installed thereon by_City and owned by City (the "Improvements"), shall remain the property of City. At the 3 termination of the agreement, City may remove the improvement, unless District indicates its election within thirty days after such notice of termination, to acquire the Improvement, in which case title thereto shall vest in District without the necessity of formal documentation of transfer. in the event that the city removes its improvements, any damage caused by such removal shall be immediately repaired by the City. and the premises restored to the condition in which they existed prior to the installation of such improvements, Any improvements not removed by the city within 60 days shall become the property ot the District. If District exercises its right to acquire the Improvements, District shall reimburse City for the Improvements in an amount equal to the fair market value of the Improvements. fair market value, as used herein, means a price not to exceed the sum paid by the city for such Improvements. less an amount tor usa, wear and tear, The expense of such appraisal shall be borne equally by both parties. In the event the parties shall not agree upon said appraiser, the presiding judge of the superior court for the State of California, County of San Diego shall appoint the appraiser. 9. It is further agreed that plans and specifications for the placement of all equipment, facilities and permanent improvements upon school property and the type, design and construction thereof, shall have the prior approval of the Superintendent of Schools prior to any installation thereof. 10. The District and the City agree to use and maintain the following specific school grounds and facilities: 4 ,--.. .. ' a. City bas the option to schedule use of school grounds, excluding the Carlsbad High School varsity Baseball and Football fields, for community recreation, provided the city pays fifty (50) percent of the cost· of renovation of turfed areas used by City. b. City will maintain portions of the following school properties. Magnolia Field 4.06 acres Jefferson 2.30 acres Pine Ball Field 1.67 acres Buena Vista Lower Field 2.02 acres Pina soccer field .54 acres C.H.S. tennis courts 1.26 acres V.J.H.S. tennis/b.b. courts 1.00 acres ia.a~ acr11 c. District will maintain the following school properties: v.J.H.S. (upper & lower) Kelly Field Hope Field H.S. Softball Fields d. City will schedule the 4.59 acres 2.90 acres 2.ao acres 3.30 acres 13.59 acres after-school, weekend, holiday and summer use o~ all school grounds except the high school fields when available. 5 e. The District will maintain and schedule the high school grounds and gymnasium. The City may utilize the gymnasium for an hourly fee of $30.00. The City will provide an on-site supervisor at all times. The locker room will not be available to the public. F. City will maintain and schedule the community use of the high school tennis courts subject to the school paying so percent of the cost for wind screen. reconditioning of the courts and the city will pay one hundred percent ,10011 of court nets. 11. Except as expressly -provided in this agreement the District shall be responsible for all costs relating to maintenance, repair ·and replacement of District owned and maintained facilities.and grounds. 12. For the purposes of this agreement, all persons employed in the performanl;!e of services and functions for City shall be deemed City employees and no City employee shall be considered as an employee of the District or under jurisd~ction of the District, nor shall such City employees have any District pension, civil service, or other status while an employee of the City. The District shall not be responsible for the payment of any salary, wage or other compensation to any City personnel performing services hereunder . for City. City shall not be liable for compensation or indemnity to any District employee for injury or sickness or wages arising out of his/her employment with District. 13. The District agrees that during the time that the City has use of school facilities, City may charge such admissions and 6 fees for the said use of facility. All monies so levied and collected by the City shall be and remain the property of City. However, no event for which an admission price is charged shall be held pursuant to this agreement except amateur athletic contests, demonstrations or exhibits, and other educational and non- commercial events. In the use of school facilities under this agreement, City agrees t~ comply with all of the requirements of the Education Code of the State of California setting forth the limitations, requirements· and restrictions on the use of school facilities. 14. It is understood and agreed that all activities on school facilities sponsored by District shall be supervised and conducted by ~istrict, and that all activities sponsored by ~ity1 pursuant to this agreement, shall be supervised and conducted by city~ Each party shall be responsible for said areas during their period of use, will bear the costs of all necessary supervising or teaching personnel during said period. 15. Insofar as it is legally authorized, the District shall hold free and harmless tlie City, members of the City Council, boards or commissions, its employees, officers and agents, while acting as such, from all claims, loss, damages, costs, expenses or liability which may arise by reason of liability imposed by law because of injury to property or injury to or death of persons, received or suffered by reason of any defective or dangerous condition of any ground, site, building, equipment, play areas recreation facilities or other improvement located on the premises 7 --- owned and maintained by District, or participation in any activity carried out or sponsored by the District, and further the District shall be responsible for any and all damages to property caused as a direct result of any school activity being conducted on said premises by the District. The District shall carry property damage and public liability insurance that cover the areas and activities set forth in this agreement. The City's .property damage and public liability insurance shall include all areas and activities set forth in this agreement under their self-insurance program. Each party shall furnish the other party with a copy of their policies. Insofar as it is legally authorized, the city shall hold free and harmless the District, members of the Board of Trustees, its employees, officers and agents, "while acting as such, from all claims, loss, damages, costs, expenses or liability which may arise by reason of liab~lity imposed by law because of injury to property or injury to or death of persons, received or suffered by reason of operation of the City recreational program upon said premises, by reason of its development of the athletic fields on the property or its performance of its obligations under this agreement, further, the City shall be responsible for any and all damages to property caused as a direct result of any recreational activity being conducted on said premises by the City. The parties hereto acknowledge that there have been no representations made by either to the other not contained herein upon which either party is relying which has induced execution herein. This agreement embodies the entire agreement and understanding between ·the parties hereto relating to the subject 8 Contract No. C32-8889 matter hereof. 16. The term of this agreement shall be for a length of ten years renewable on a year to year basis thereafter by mutual agreement. In addition, the terms of this agreement may be modified at any time by mutual consent and written agreement of the respective parties. 17. Nothing in this agreement shall be construed to prohibit the Board of Trustees from participating financially in a specific recreation program when mutually agreed upon by the Board of Trustees and the City council. 18. This community Recreation Agreement may be terminated by either party as of June 30 of any fiscal year for any reason upon at least 180 days' written notice to the other. ATTEST: t1 clA I. R,..;;..t ~ ALETHA L. RAUTENKRANZ City Clerk CITY OF CARLSZBAD, A municipal cor n s te cf ca ia · B ~ " LEWIS, May, ,r CARLSBAD UNIFIED SCHOOL DISTRICT By ~4--,~_.,,...;:.::~~~~..;;;..;;==--=--+-- '- Bys/ "' J.,.,.EDW Bo5'1 of Tru Approved by the Governing Board of the Carlsbad Unified School District at a Regular Meeting held on January 25, 1989. 9