HomeMy WebLinkAboutLFMP 12; LOCAL FACILITIES MANAGEMENT PLAN ZONE 12; LOCAL FACILITIES MANAGEMENT PLAN ZONE 12; 1990-05-16CITY OF CARLSBAD
GROWfH MANAGEMENT PROGRAM
LOCAL FACILITIES MANAGEMENT PLAN
ZONE 12 -AMENDMENT
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
May 16, 1990
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RESOLUTION NO. 90-264
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CARLSBAD, CALIFORNIA, APPROVING A LOCAL
FACILITIES MANAGEMENT PLAN AMENDMENT FOR LOCAL
FACILITIES MANAGEMENT ZONE 12.
WHEREAS, a Local Facilities Management Plan has been
5 prepared for Local Facilities Management Zone 12 in accordance
6 with Chapter 21.90 of the Carlsbad Municipal Code; and
7 WHEREAS, the Planning Commission did on May 16, June
8 6 and June 20, 1990, hold a duly noticed public hearing as
g required by law to consider said plan and at the conclusion of
10 the hearing adopted Resolution No. 3040 making findings and
ll recommendations that the City Council adopt a Plan; and
12 WHEREAS, the Planning Director has determined that
13 the environmental effects of the project have already been
14 considered in conjunction with previously
15 environmental documents and, therefore no
certified
additional
16 environmental review will be required.
17 WHEREAS, the City Council at their meeting of July
18 31, 1990 held a duly noticed public hearing and considered all
19 testimony and arguments of anyone desiring to be heard.
20 NOW, THEREFORE, BE IT HEREBY RESOLVED by the City
21 Council of the City of Carlsbad, California as follows:
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That the above recitations are true and correct.
That the findings and conditions of Planning
24 Commission Resolution No. 3040, on file with the City Clerk and
25 incorporated herein by reference constitute the findings of the
.26 City .Council in this matter except as amended by the addition
27 of the following conditions, are hereby approved:
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Planning Commission Resolution No. 3040 is amended by the
addition of the following conditions:
conditi9ps:
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Prior to recordation of the first final map, issuance of
a grading permit or building permit, whichever occurs
first within Zone 12, the zone is required to participate
in any current City-wide community facilities district or
provide an alternate financial guarantee to the
satisfaction of the Finance Director for construction of
the improvements included in the City-wide · community
facilities district.
Prior to recordation of the first final map, issuance of
a grading -permit or building permit, whichever occurs
first within zone 12, a financing mechanism shall be
approved guaranteeing construction of a proportional share
of the following circulation improvements:
Improvements needed prior to 1998:
Rancho Santa ,e Road from Olivenhain Road to the southern
Carlsbad City boundary shall be constructed to include the
following:
A. Complete grading to ultimate right-of-way width to
major arterial standards:
B. Construction of four through travel lanes, two in
each direction, to include intersection improvements
including a fully landscaped median.
3. That the Local Facilities Management Plan for zone 12
dated May 16, 1990 on file with the City Clerk and incorporated
herein by reference is hereby approved. Any development
occurring within the boundaries of zone 12 shall comply with
all the terms and conditions of said Plan.
. . .
...
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PASSED, APPROVED AND ADOPTED at a regular meeting of
l the City Council of the City of Carlsbad, California, on the
2 21st , day of _A_u_g_us_t ____ , 1990 by the following vote, to
3 wit:
4 AYES: Council Members Lewis, Kulchin and Larson
5 NOES: Council Member Pettine
6 ABSENT: None
7 ABSTAIN:
Council KQb~k 8
9 "i:r.A'ooi."A.' , yor
10 ATTEST:
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~: A~ Le~lerk
14 (SEAL)
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INDIVIDUALS RESPONSIBLE FOR THE PREPARATION OF 11fIS PLAN
CONSULTANTS:
HOFMAN PLANNING ASSOCIATES
2386 Faraday
Suite 120
Carlsbad, CA 92008
(619) 438-1465
Bill Hofman
Lisa King
HUNSAKER AND ASSOCIATES
10179 Huennekens Street
Suite 200
San Diego, CA 92121
Dave Davis
Dave Hammar
Greg Gallagher
John Mattingly
WESTON PRINGLE AND ASSOCIATES
2651 E. Chapman Avenue
Suite 110
Fullerton, CA 92631
Weston Pringle
Todd Fagan
CITY OF CARLSBAD:
Marty Orenyak, Community Development Director
Don Rideout, Senior Management Analyst
Brian Hunter, Senior Planner
Steven C. Jantz, Associate Civil Engineer
I.AND OWNERS:
FIEIDSTONE/IA COSTA ASSOCIATES LTD.
P.O. Box 9000-266
Carlsbad, CA 92008
(619) 931-8747
John Barone
Doug Avis
TABLE OF CONTENTS
PAGE
EXECUTIVE SUMMARY ....•.....••.••.••.••.•......•.........• 1
INTltODUcnON .......... -.................................. . 22
BUILD O'UT PROJEcnONS .................................... . 27
-PHASING PROJEcnONS ..................................... . 38
ZONE 12 REQUIREMENTS FOR PUBLIC FACILITIES AND SERVICES .. . 50
CITY ADMINISTRATIVE FACILITIES ............................ . 51
PERFORMANCE STANDARD ............................. . 51
FACILITY PLANNING AND ADEQUACY ANALYSIS .......... . 51
MmGA TION .......................................... . 56
FINANCIN'G ............................................ . 56
LIBRAR.Y FACILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58
PERFORMANCE STANDARD ............................. . 58
FACILITY PLANNING AND ADEQUACY ANALYSIS .......... . 58
MmGATION .......................................... . 64
FIN AN CIN" G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64
WASTEWATER TREATMENT CAPACITY .......................... . 67
PERFORMANCE STANDARD ............................. . 67
FACILITY PLANNING AND ADEQUACY ANALYSIS .......... . 67
MmGATION .............. ~ ........................... . 73
FIN .AN CIN" G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73
PARK FACILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75
PERFORMANCE STANDARD ............................. . 75
FACILITY PLANNING AND ADEQUACY .ANALYSIS .......... . 75
MmGATION .......................................... . 80
FIN.AN CIN' G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83
DRA.I:NAGE FACILITIES ....•...•...............•............... 86
PERFORMANCE STANDARD .........•..•....•..•......•.. 86
FACILITY PLANNING AND ADEQUACY ANALYSIS .......... . 86
MmGATION .......................................... . 91
FIN .AN CIN" G . . . . . . . . . . . . . . . . • . . . . . • . . . . . . . . . • . • . . . . . • . · · 93
CIRCU'I..ATION ..................... · ..........•............ 97
PERFORMANCE STANDARD .................•............ 97 -.
FACILITY ADEQUACY ANALYSIS AND PLANNING .......... . 97
MmGATION .......................................... . 126
FIN .AN CIN" G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . 130
Fl'RE FACILITIES • • • . . • • . . • . . . . . . . • • • . • • • • • • . • . . . . . . . . • • . . . 132
PERFORMANCE STANDARD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 132
FACILlTY PLANNING AND ADEQUACY ANALYSIS . . . . . . . . . . . 132
.Ml"nGATION . . . . . • • • . . • . . . • . • • . • • . • . • • • • . • • . . . . • . . . . . . • 136
FIN'ANCIN"G . . . • . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . 136
OPEN SPACE FACILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 138
PERFORMANCE ST AND ARD .. ·. . . . . . . . . . . . . . . . . . . . . . . . . . . . 138
.FACILITY PLANNING AND ADEQUACY ANALYSIS . . . . . . . . . . . 138
.Ml"nGATION . . . • . • • • . . . . . • • . . . . . . • . . • • . . . . . • . . . . • . . . . . • 142
FIN'ANCIN"G . . . • • . . . . . . . . . • • . . . . . • . • . . . . . . • . . . . . • . . . . . • . 142
SCHOOL FACILITIES . • • • . • • . . • . . • . • . . • • • • • • . . . • . . . . • . . . . . . • 143
PERFORMANCE STANDARD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 143
FACILITY PLANNING AND ADEQUACY ANALYSIS . . . . . . . . . . . 143
ENCINITAS UNION SCHOOL DISTRICT . . . . . . . . . . . . . . . . . . . . . 149
SAN DIEGUITO HIGH SCHOOL DISTRICT . . . . . . . . . . . . . . . . . . . 152
FINANCING . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 152
SEWER COLLECTION SYSTEM • . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . 158
PERFORMANCE STANDARD.............................. 158
FACILITY PLANNING AND ADEQUACY ANALYSIS . . . . . . . . . . . 158
MITI'GA TION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 169
.. .---. FINANCIN"G . . . . . . • . . . • • . . . . . . . • . . . . . • . . . . • . . . . • . . . • • . . . 169
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WATER DISTRIBUTION SYSTEM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 171
PERFORMANCE STANDARD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 171
FACILITY PLANNING AND ADEQUACY ANALYSIS . . . . . . . . . . . 171
MITIGATION • • • . . . . • . . . . . • • . . . . . . . . . . • • . . . . . . . • • . . . . • • . 179
FINANCIN"G . . . . . . • . • . . . . . . . . . . • . . . . . . . . . . . . . . • . . . • . . . . . 179
FINANCING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 182
FACILITY FINANCIN"G MATRIX . . . . . . . . . . . . . . . . . . . . . . . . . . . 182
REFERENCES . . • • . . . . . . • . . . . . • . . . . . . . . . • . . . • . . . • . . . . • . . . • • 189
APPENDICES
A-1. CONSTRAINTS MAP
A-2 LIBRARY-AGENDA BILL 8867
AGENDA_ BILL 10,578
A-3. WASTEWATER
A-4. PARKS-PARKS INVENTORY
A-5. DRAINAGE-DRAINAGE MASTER PLAN
COST ESTIMATES
TABLE OF CONTENTS CONTINUED
A-6. CIRCULATION-TRAFFIC REPORT
HORIZONTAL AND VERTICAL
AUGNMENTS
A-7. FIRE· -EXISTING DWELLING UNITS
OUTSIDE STATION NOS.
TEMPORARY 6, 6 AND 2.
A-8. OPEN SPACE -MAPS OF PERFORMANCE SfANDARD
OPEN SPACE
A-9. SCHOOLS -
A-10. SEWER -
A-11. WATER -
SEWER COST ESTIMATES
WATER COST ESTIMATES
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· LIST OF EXHIBITS
TYPE 1TJJ,E PAGE
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Zone 12 Location Map . . . . . . . . . . . . . . . . . . . . 7
Existing Public Facilities Summary Chart . . . . . . . 8
Build Out Public Facilities Summary Sheet . . . . . . 9
General ·conditions For Zone 12 . . . . . . . . . . . . . 10
Special Conditions For Zone 12 . . . . . . . . . . . . . . 12
Major Land Owners . . . . . . . . . . . . . . . . . . . . . . 24
General Plan Designations . . . . . . . . . . . . . . . . . 25
Land Use Zoning . . . . . . . . . . . . . . . . . . . . . . . . 26
Constraints Map . . . . . . . . . . . . . . . . . . . . . . . . . 28
Build Out Projections . . . . . . . . . . . . . . . . . . . . . 29
Existing Land Uses . . . . . . . . . . . . . . . . . . . . . . . 31
Developing Land Uses . . . . . . . . . . . . . . . . . . . . 34
Residential Build Out Projections . . . . . . . . . . . . 35
Non-Residential Build Out Projections . . . . . . . . . 36
Build Out Population Projections . . . . . . . . . . . . . 37
Citywide Residential Phasing . . . . . . . . . . . . . . . . 39
Southeast Quadrant Residential Phasing . . . . . . . . 42
Zone 12 Residential Phasing . . . . . . . . . . . . . . . . 43
Citywide Non-Residential Phasing . . . . . . . . . . . . 45
Southeast Quadrant Non-Residential Phasing . . . . 48
Zone 12 Non-Residential Phasing . . . . . . . . . . . . 49
City Administrative Facilities . . . . . . . . . . . . . . . . 52
City Administrative Phasing Projections . . . . . . . . 55
City Administrative Financing Matrix . . . . . . . . . . 57
Library Facilities . . . . . . . . . . . . . . . . . . . . . . . . . · 59
Library Phasing Projections . . . . . . . . . . . . . . . . . 63
Library Financing Matrix . . . . . . . . . . . . . . . . . . . 66
Wastewater Facilities . . . . . . . . . . . . . . . . . . . . . 68
Encina WPCF Capacity Analysis . . . . . . . . . . . . . 67
LCWD Projections . . . . . . . . . . . . . . . . . . . . . . . 72
Wastewater Financing Matrix . . . . . . . . . . . . . . . 74
Park Districts . . . . . . . . . . . . . . . . . . . . . . . . . . . 76
Park l..ocations . . . . . . . . . . . . . . . . . . . . . . . . . . 78
Park Phasing Projections . . . . . . . . . . . . . . . . . . . 81
Park Financing Matrix . . . . . . . . . . . . . . . . . . . . . 85
Existing and Proposed Drainage Facilities . . . . . . 88
Dra!nage ~aters~ed Bo~daries . . . . . . . . . . . . . 92
Drainage Fmancmg Matnx . . . . . . . . . . . . . . . . . 96
Existing and Proposed Circulation . . . . . . . . . . . . 99
Year 1990 Directional Distribution . . . . . . . . . . . 101
Year 1995 Directional Distribution . . . . . . . . . . . 102
Year 2000 Directional Distribution . . . . . . . . . . . 103
Build Out Directional Distribution ....... ·. . . . . 104
Circulation Facility Financing Matrix . . . . . . . . . . 131
Existing Fire Response Time . . . . . . . . . . . . . . . . 133
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LIST OF EXHIBITS CONTINUED
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i>:opo~ed F~e Resp?nse Tune . . . . . . . . . . . . . . . 135
Fire Fmancmg Matrix . . . . . . . . . . . . . . ~ . . . . . . 137
Open Space Locations . . . . . . . . . . . . . . . . . . . . . 139
Open Space Inventory . . . . . . . . . . . . . . . . . . . . . 140
School Locations ......................... • 144
Z~me. 12 -~~D and San Dieguito High School
District Projections . . . . . . . . . . . . . . . . . . . . . . . 145
~ne. 11 -~~D and San Dieguito High School
District Projections . . . . . . . . . . . . . . . . . . . . . . . 146
Student Generation Rates . . . . . . . . . . . . . . . . . . 147
Existing and Future School Facilities .• . . . . . . . . . 148
School Financing Matrix . . . . . . . . . . . . . . . . . . . 157
Sewer District Boundaries . . . . . . . . . . . . . . . . . . 159
Major Sewer Facilities Within Zone 12 . . . . . . . . 161
Major Sewer Facilities Outside Zone 12 . . . . . . . 163
LC'WD Projections . . . . . . . . . . . . . . . . . . . . . . . 166
Sewer Basin Boundaries .... ~ . . . . . . . . . . . . . . 168
Sewer Financing Matrix . . . . . . . . . . . . . . . . . . . . 170
Water District Boundaries . . . . . . . . . . . . . . . . . . 173
Water Distribution System . . . . . . . . . . . . . . . . . . 174
OMWD Projections . . . . . . . . . . . . . . . . . . . . . . 176
Water Service Area Boundaries . . . . . . . . . . . . . . 178
Water Financing Matrix . . . . . . . . . . . . . . . . . . . 181
Facility Financing Summary . . . . . . . . . . . . . . . . . 183
-I. EXECUTIVE SUMMARY
Zone 12 contains 669.48 gross acres of which approximately 544 lie within the approved La
Costa Master Plan (MP 1490). The land uses established by the La Costa Master Plan
were used in the preparation of the Zone 12 Local Facilities Management Pl~ adopted
by City Council on February 23, 1988. This Local Facilities Management Plan is an
amendment to the approved Zone 12 pl~ being processed concurrently with an
amendment to the La Costa Master Plan (MP 88-1 ).
The Local Facilities Management Plan (LFMP) Amendment for Zone 12 was prepared
pursuant to the City's Growth Management Program, and Chapter 21.90 of the Carlsbad
Municipal code.1 The plan incorporates and implements the 1986 Citywide Facilities and
Improvements Plan. 2
The plan begins with the assumptions used to generate the build out projections for
residential and non-residential development within Zone 12. 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
compliance with the plan and conditions will assure the adequacy of facilities within Zone
12.
Exhibit 1 on page 7 indicates where Zone 12 is located within the City. Exhibit 2 beginning
on page 8 provides a summary of existing public facilities adequacy for Zone 12. Exhibit
3 on page 9 provides a summary of public facilities adequacy through build out for Zone
12.
FINANCE OVERVIEW
The Local Facilities Management Plan for Zone 12 identifies two facilities ( drainage and
circulation) which currently do not conform with the adopted performance standard without
special mitigation measures. As part of this Local Facilities Management Pl~ 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 southeast 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
1 As amended by ZCA 199.
2 The 1986 CFIP was adopted by City Council on 9/23/86 (CC Resolution No. 8797).
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conformance of future facilities a development occurs. A common set of goals for the
financing of the major facilities can be stated as follows:
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 identified the various ways that
capital improvements could be financed. The capital facilities necessary to support future
development in 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 Cash/Pay-as-you-&<> financin&-The 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 Qty 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
S. Bridge and Thoroughfare Benefit District Fee
6. Sewer Fees
7. Water Fees
Special Districts collect their own various fees.
B. Reimbursement AKI:eements. In certain instances, a developer may ask the
Qty 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. The City would pay the developer back for the
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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.
C. 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 for fee
credits:
Full fee credit immediately: Under this option, the developer
who builds a public improvement would be eligible to 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.
D. Debt FinancinK. A range of debt financing alternatives are available to the City.
If it is in the public interest to push a project ahead and 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 how to determine the developer's
• responsibility to support these costs would be defined as the method of debt
financing was chosen.
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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 that may be financed 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 to name a few. 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, the movement of capital improvements fotward-in-time would require
some concession from the developer in offsetting interest, debt issue, 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 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, telephone lines and 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 offset many of the costs of such an issue as described above.
4
Tax Increment Bonds:
Public improvements in the Citf 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 financing. 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 of ~articipation:
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 library or fire station 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.
E. Financin& 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 Citf 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
5
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.
Financin1 Summacy
This Local Facilities Management Plan has identified that drainage and circulation facilities
are currently below the adopted performance standards.
The developers in Zone 12 have undertaken mitigation which will bring these facilities into
conformance with the adopted performance standards. The specific mitigations for these
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 the facility improvements
to be made, timing of improvements, cost estimates, and funding priorities.
6
--
CITY OF OCEANSIDE
1 5
1 9
CITY OF !BCIHITAS
"LOCAL FACLITES MANAGEMENT
ZONE 12
CITY OF VISTA
1 7 1 8
"'! ....
·CITY OF !BCINITAS
GROWTH· Exhibit 1
MANAGEMENT • LOCATION MAP
7
C C. r:
I-~ .. er. :
0t
= z 5 CJ
EXHIBIT2
ZONE 12 EXISTING PUBUC FACILITIES SUMMARY SHEET
LFMP 89-12
Facility
Qty Administrative
Ubrary
Wastewater Treatment ·
Capacity
Parks
Drainage
Circulation
Fire
Open Space
Schools
-Encinitas Union
-San Dieguito Union
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 4 (southeast quadrant) currently
meets the adopted performance standard.
No, existing drainage facilities do not meet the
adopted performance standard.
No, existing circulation facilities do not meet the
adopted performance standard.
Yes, existing fire facilities meet the adopted
performance standard.
Yes, existing open space meets the adopted
performance standard.
Yes, existing facilities meet the adopted
performance standarc;l.
Yes, existing facilities meet the adopted
performance standard.
Yes, existing sewer collection facilities meet the
adopted performance standard.
Yes, existing water distribution facilities meet the
adopted performance standard.
8
--
-
EXHIBIT 3
ZONE 12 BUILD OUT PUBLIC FACILITIES SUMMARY CHART
LFMP 89-12
Facllity
City Administrative
Library
Wastewater Treatment
Facilities
Parks
Drainage
Circulation
Fire
Open Space
Schools
Sewer Collection
Water Distribution
Conformance with Adopted
Performance Standard
Existing and planned facilities meet the adopted
performance standard through build out.
Existing and planned facilities meet the adopted
performance standard through build out.
Existing and planned facilities meet the adopted
performance standard through the year 2000.
Park District 4 (southeast quadrant) meets the
adopted performance standard through build out
Drainage facilities will meet· the adopted
performance standard with the proposed mitigation
measures through build out.
Circulation facilities will meet the adopted
performance standard with the proposed mitigation
measures through build out
Existing and planned facilities meet the adopted
performance standard through build out.
Existing open space meets the adopted performance
standard An ongoing work program will assure the
open space performance standard is maintained
through build out
Existing and planned facilities· meet the adopted
performance standard through build out.
Sewer facilities meet the adopted performance
standard with proposed mitigation measures through
build out of the zone.
Water facilities meet the adopted performance
standard with proposed mitigation through build out
of the zone.
9
EXHIBIT4
GENERAL CONDfflONS FOR ZONE U
LFMP 89-15
1. All development within Zone 12 shall conform to the provisions of Section 21.90 of
the Carlsbad Municipal Code and to the provisions and conditions of this Local
Facilities Management Plan.
2 All development within Zone 12 shall be required to pay a public facilities fee
pursuant to the standards adopted by the City Council on July 28, 1986, and as
amended from time to time and all other applicable fees. Development in Zone 12
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 12 pursuant to Subsections
21.90.130(c), (d) and (e) of the Carlsbad Municipal Code.
4. All development in Zone 12 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 12 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 action 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 until 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. This includes all projects which
were exempt under Section 21.90.030( c) of the Carlsbad Municipal Code.
8. Approval of this LFMP does not constitute prior environmental review for projects
within Zone 12. All future projects within Zone 12 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.
10
9. Approval of this plan does not constitute prior discretionary review for projects within
Zone 12. All future projects shall undergo review per Title 21 of the Carlsbad
Municipal Code. This plan establishes the maximum allowable number of residential
units for facilities planning purposes only. This plan does not guarantee .any specific
residential density.
11
EXHIBIT 5
SPECIAL CONDfflONS FOR ZONE 12
The following Special Conditions apply specifically to development in Zone 12 and must be
complied with in addition to the General Conditions for Zone 12. These conditions are also
listed separately under the analysis discussion of each facility.
City Administrative Facilities
No special conditions.
Ltnrary
No special conditions.
Wastewater Treatment Capacin,
lam
The following action shall be pursued jointly by each sewer district to ensure adequate
wastewater treatment capacity through the year 2000:
1. Monitor Encina treatment plant flows on a monthly basis to determine actual
flow rates and to have an early warning of capacity problems.
1. The property owners of Zone 12 shall comply with the existing parks agreement
between the City of Carlsbad and Fieldstone/La Costa Associates, dated March
3, 1988, and any amendments thereto. Currently, this agreement contains the
following provisions:
a. The secured dedication by Fieldstone/La Costa Associates of 35.0 acres
of Alga Norte Park at a location to be determined acceptable to the
City, including acceptable access to the park site subject to the approval
of the City Engineer.
b. Provide a letter of credit or some other secured financing acceptable
to the City in the amount of $2,435,000 guaranteeing the construction
of 19.48 acres of park land, from a financial institution and upon terms
and conditions acceptable to the Finance Director and City Attorney,
at the time this agreement is executed.
12
c. Provide for the operating expenses for the park.
d. The Parks Agreement must be consistent with the requirements of the
City's Growth Management Program.
e. H any reimbursements and/or park-in-lieu fee credits are to be given,
the Parks Agreement shall provide a mechanism to do so.
2 At any time the parks performance standard is not complied with within Park
District 4, no further residential development will be allowed in Park District
4 or Zone 12.
DrainaG
A. All future development within Zone 12 shall be required to construct any future
Zone 12 storm drain facilities identified in the current Drainage Master Plan
and the revised Master Drainage Plan as determined by the City Engineer.
Any facilities necessary to accommodate future development must be financially
guaranteed prior to the recordation of a final map, issuance of a grading or
building permit, whichever occurs first for any development requiring future
storm drain facilities in Zone 12.
B. Prior to the recordation of the first final map, issuance of a grading permit or
building permit, whichever occurs first for any specific development within
Zone 12, the developers of that project are required to:
1. Pay the required drainage area fees established in the current Master
Drainage Plan and;
2 Enter into an agreement to pay any drainage area fees established in
the forthcoming revised Master Drainage Plan.
C. Prior to the recordation of any final map within Zone 12, a comprehensive
hydraulic study shall be completed to the satisfaction of the City Engineer.
This study shall include an analysis of the Encinitas·creek drainage basin from
Zone 11 all the way to Batiquitos Lagoon. The hydrologic analysis must
propose alternate forms of mitigating peak storm runoff flows to include a
possible flood attenuation action plan for the entire Encinitas Creek drainage
basin. H the subsequent study identifies existing major storm drain facilities
that currently fall below the performance standard, a financing program shall
be approved mitigating any deficient facility.
13
D. 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
12, the developers are required to financially guarantee the design and
construction of the following storm drain facilities:
a. A 48" storm drain facility carrying water past a proposed road
crossing in the north central portion of Zone 12
b. A. 54" storm drain carrying water past a proposed road crossing
north of the riparian area in Zone .12
c. A detention/desiltation facility north of Calle Barcelona in the
western portion of the zone.
d. A double barrel 42" storm drain facility carrying water from the
detention/ desiltation facility to the northeast comer of Calle
Barcelona and El Camino Real.
e. A double 6 by 5 foot box culvert extension of the existing box
culvert which currently carries water to the west side of El
Camino Real.
f. A 30'.' storm drain facility carrying water across Calle Barcelona
in the western portion of the zone.
g. A 30" storm drain facility carrying water across Calle Barcelona
in central portion of zone.
· h. A 30" storm drain facility connecting to the 48" storm drain facility in
the north central portion of Zone 12.
i. A 30" storm drain facility in the northwestern portion of Zone 12.
E. WA1ERSHED B
No special conditions .
. F. WATERSHED C
1. Prior to the recordation of the first final map, issuance of a grading
· permit or building permit, whichever occurs first within Watershed C of
Zone 12, the developers shall financially guarantee the design and -
construction of the following drainage facilities:
14
Circulation
a. A proposed 36" storm drain carrying water from Santa Fe Glens
through La Costa SW I to Olivenhain Road.
b. A 30" storm drain facility along the alignment of Calle Barcelona
carrying water across Rancho Santa Fe Road.
The proposed mitigation is divided into the categories established under the phasing
portion of this section. It should be understood that all cost estimates presented in
this plan are preliminary in nature and will need further refinement as the actual
scope of work, utility needs and right-of-way dedications are determined.
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 recordation of the Arroyo La Costa Phase II final map, the developer
shall prepare a traffic study to evaluate future traffic conditions with and
without Leucadia Boulevard. The developers of Zone 12 will be required to
implement any mitigation required by the future study to the satisfaction of the
City Engineer.
C. Prior to recordation of the first final map, issuance of grading permit or
building permit, whichever occurs first, within Zone 12, a comprehensive
financing program guaranteeing construction of the following circulation
improvements shall be approved:
1. IMPROVEMENTS NEEDED NOW
a. Rancho Santa Fe Road
Three road segments from Melrose Avenue North to La Costa
Avenue shall be constructed to include the following
improvements:
1. Complete grading of Rancho Santa Fe Road to ultimate
right-of-way width to prime arterial standards;
2. Construction of four through lanes, two in each direction
including a fully landscaped median;
15
3. Intersection signaUzation as required to meet traffic
warrants by the City Engineer.
Completion Pa.te -1990
b. Olivenhain Road
Olivenhain Road between El Camino Real and Rancho Santa Fe
Road shall be constructed to include the following:
1. Complete grading for four lane interim improvement;
2. Construction of interim four lanes;
3. Intersection improvements at El Camino Real/Olivenhain
intersection.
Completion Pa.te -1990
2. IMPROVEMENTS NEEDED BY 1991
a. El Camino Real /Calle Barcelona
Improvements to the intersection of El Camino Real and Calle
Barcelona.
Completion Date -1991
3. IMPROVEMENTS NEEDED BY 1993
a. La Costa Avenue
La Costa Avenue between El Camino Real and 1-5 northbound
on-ramps shall be constructed to include the following:
1. Complete grading to ultimate right-of-way width to major
arterial standards;
2. Construction of one additional through travel lane in each
direction;
Completion Da.te -1993
16
-
4. IMPROVEMENTS NEEDED BY 1995
a. Rancho Santa Fe Road
Rancho Santa Fe Road from Melrose Avenue North to Camino
de los Caches shall be constructed to include the following:
1. · Complete grading to ultimate right-of-way width to prime
arterial standards;
2. Construction of four through travel lanes, two in each
direction to include intersection improvements including
a fully landscaped meeting;
Completion Date -1995
b. Olivenhain Road
C.
Olivenhain Road from El Camino Real to Rancho Santa Fe Road
shall be constructed to include the following:
1. Construction of six through travel lanes, three in each
direction to full prime arterial standards;
2. Improvement of the Olivenhain Road intersections with
El Camino Real and Rancho Santa Fe Road
Completion Date -1995
Calle Barcelona
Calle Barcelona from El Camino Real to Rancho Santa Fe Road
shall be constructed to include the following:
1. Complete grading to ultimate right-of-way width;
2. Construction of two through travel lanes in each direction;
This requirement is needed concurrent Phase Il of the Arroyo La
Costa project in Zone 12. For purposes of this analysis, it is
assumed to in place prior to 1994 (Zone 12 Build Out) .
. Completion Date -1995
17
C
d. El Camino Real/La Costa Avenue
Improvement of the intersection of El Camino Real and La Costa
Avenue.
Completion Date -1995
5. IMPROVEMENTS NEEDED BY 1998
Rancho Santa Fe Road from Olivenhain Road to the southern Carlsbad
City Boundary shall be constructed to include the following:
a. Complete grading to ultimate right-of-way width to major arterial
standards;
b. Construction of four through travel lanes, two in each direction,
to include intersection improvements and a fully landscaped
median.
6. IMPROVEMENTS NEEDED BY 2000
No improvements needed.
7. IMPROVEMENTS NEEDED BY BUILD OUT
a. El Camino Real
El Camino Real between La Costa A venue and Olivenhain Road
shall be constructed to include the following:
1. Complete grading to ultimate right-of-way width to prime
arterial standards;
2. Construction of six through travel lanes, three in each
direction, to full prime arterial standards;
3. Improvements of the intersections of El Camino Real and
La Costa Avenue, Levante Street, and Calle Barcelona.
Completion Date -Build Out
18
b. Rancho Santa Fe Road Intersections
Improvements to the intersections of Rancho Santa Fe Road and
Melrose Avenue North, Questhaven Road, Melrose South, La
Costa A venue, and Calle Barcelona.
Completion Date -Build Out
No special conditions.
18(A)
-
--
Open Space
A All future development within this zone shall be required to show how it
contributes to meeting the open space performance standard and that the
development does not preclude the provision of performance standard open
space at build out of Zone 12
B. Open space compliance will be monitored annually and as individual projects
are reviewed within this zone.
C. Prior to the approval of any development within this zone, the Planning
Director shall be required to find that the development does not preclude the
provision of performance standard open space at build out of Zone 12
Schools
Encinitas Union Elementary School District:
No special conditions.
San Dieguito High School District:
No special conditions.
Sewer District
A All development within Zone 12 shall pay· the required sewer connection fee
to the Leucadia County Water District.
B. Sewer Basin A
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 Sewer Basin A, a financing mechanism guaranteeing the construction
of the following sewer facilities shall be provided to the satisfaction of
the Leucadia County Water District:
a. the proposed 10-inch sewer line within Calle Barcelona must be
installed;
b. The improvements recommended by the LCWD Planning Study
will continue to be made by LCWD to maintain conformance with
the adopted performance standard;
19
C. Sewer Basin 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 Sewer Basin B, a financing mechanism guaranteeing the construction
of the following sewer facilities shall be provided to the satisfaction of
the Leucadia County Water District:
a. The improvements recommended by the LCWD Planning Study
will continue to be made by the LCWD to maintain conformance
with the adopted performance standard.
Water District
A Water Service Area A
1. Water facilities shall be provided at the time of development to the
satisfaction of OMWD. The water district may require improvements
outside of Water Service Boundaries if deemed necessary to serve
development.
2. All development within Water Service Area A shall pay the appropriate
water fees established by OMWD.
B. Water Service Area B
1. Water Facilities shall be provided concurrent with development to the
satisfaction of OMWD. A portion of the existing 12" water line in
Calle Barcelona shall be removed and an extension/ connection made
to the 12" main in the new alignment of Calle Barcelona as well as its
extension and connection to the 16" main in El Camino Real and the
12 inch line in Rancho Santa Fe Road, as required by OMWD.
2. All development within Water Service Area B shall pay the appropriate
water fees established by OMWD.
C. Water Service Area C
1. Water Facilities shall be provided concurrent with development to the
satisfaction of OMWD.
2. The existing 14" water line in the northwesterly portion on Zone 12
shall be removed and replaced with a 16" water line in Levante
Street/ Anillo Way with a connection at the La Costa pressure reducing
station and at the 16" main in El Camino Real.
20
-
3. All development within Water Service Area C shall pay the appropriate
fees established by the OMWD.
21
-U. INTRODUCTION
This Local Facilities Management Plan Amendment completes the second phase of
Carlsbad's overall Growth Management Program for Zone 12. Phase One of the Growth
Management Program was completed with the adoption of the 1986 Citywide Facilities and
Improvements Plan (1986 CFIP). 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 7.
A PLAN OVERVIEW
This LFMP provides a detailed description and analysis of how facilities will be
provided in Zone 12 of the City from now to build out of the zone. The plan is
divided into seven parts as follows:
I -Executive Summary: Summarizes the plan and highlights all conditions
proposed by the plan.
II -Introduction: Provides an introduction to the format and content of the
plan.
m -Build Out Projections: Projects the ultimate amount of development in
Zone 12, along with itemizing existing, developing and future land uses.
IV -Phasing: Attempts to project how and when development will be phased
in Zone 12.
V -Analysis of Public Facilities Requirements: 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.
VI -Finance: Provides a summary of the financial alternatives available to fund
each facility and a discussion of the LFMP's impact on City finances.
VII -Appendices: Provides the technical materials used in preparation of this
plan.
The most detailed part of the plan is Part V. This part is divided into eleven
separate sections; one for each facility. Each section provides a detailed analysis of
the facility.
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.
22
B. OVERVIEW OF MANAGEMENT ZONE 12
Management Zone 12 is located in the southeast quadrant of Carlsbad as shown on
Exhibit 1 on page 7. The zone is bounded by El Camino Real to the west,
Olivenhain Road to the south, Rancho Santa Fe Road to the east and Management
Zone 6 to the north. Zone 12 comprises approximately 669 gross acres. Exhibit 6
on page 24 shows the major land owners and the location of their holdings.
Primarily a residential area, Carlsbad's General Plan calls for residential land uses
ranging in density from Residential Low-Medium (0-4 dwelling units/acre) to
Residential Medium (4-8 dwelling units/acre). Non-residential land uses within
Zone 12 are Utilities (U), Travel Service (TS), and two school designated sites. (A
20 acre junior high school site and a 10 acre elementary school site). The General
Plan Designations within Zone 12 are shown on Exhibit 7 on page 25.
The General Plan Land Use designations for Zone 12 are broken down 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 Zone 12 is shown on Exhibit 8 on page 26. As shown
on Exhibit 8, Zone 12 is within the adopted La Costa Master Plan (MP-149G). A
revised Master Plan (MP 88-1) for the Zone 12 area is being processed concurrently
with this Local Facilities Management Plan Amendment. It should be noted that this
Zone 12 Amendment is based upon revised land uses per the revised Master Plan.
The resulting build out calculations in this Zone 12 Amendment are substantially
lower than in the originally approved Zone 12 Plan.
The original Zone 12 plan showed a build out projection of 1,888 dwelling units.
This Zone 12 Amendment projects 1,734 as the build out potential dwelling units.
The net reduction in potential build out units is 144 dwelling units. These units may
be transferred to other Local Facilities Management Zones in the Southeast
Quadrant if the proposed transfer meets City Council Policy regarding the transfer
of excess dwelling units and all findings required by Proposition E can be made.
A detailed description of build out calculations is contained in the Build Out section
of this pla:n.
23
)
ZONE6
.
I • I .
ZONE 23
CITY OF ENC:NIT ~S
24
ZONE 6
NOTES:
1.) A HORI! DETAILED HAP WITH ASSESSOR'S
PARCEL NUMBERS IS PROVIDED IN
CONSTRAINTS KAP.
l.:.EGEND:
~ Boundaries
-----------·---~--~--------------Exhibit-6
• MAJOR LANO OWNERS . .. . . l~J __ 2
ZONE 23
RLM-9
•
OS-a--1---~ ---~~
TS--
25
Cffi OF '::NCNIT ->.S
GBQWlli __ _
MANAGEMENT
PROGRAM
ZONE 6
LEGEND:
LANO-USE RESIDENTIAL
RLM Low-Medium Density(4-8 DU/Ac.)
RM Medium Denalty(4-8 DU/Ac.)
ZONE '.1
NON-RESIDENTIAL
u
OS
J
E
TS
Publlc Utilities
Open Space
Junior High School
Elementary School
Travel Service --------------Exhibit 7-
~ GENERAL PLAN OESIGNATIPNS
Zone 12
ZOtE 23
CITY JF ENCINITAS
LR COStA RAnCH CO.
~~---1'~---------------~---_-_-__ ---~~~AO~N~:~JH'~E~M=EN=T~-----
f>BQ~RAM -_ -____ _ ----------------------------
26
)
LEGEND:
P-C Plamed Convnunlty .
La Costa Master Plan MP 149(8)
Exhibit 8
_ • LAND-USE ZONING
Zone 12
-III. BUILD OUT PROJECTIONS
To properly assess and plan for facilities to serve Zone 12 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 basis for the land uses and build
out projections in this Local Facilities Management Plan Amendment is the existing
Carlsbad General Plan and MP 88-1.
The methodology used in compiling this build out projection is consistent with that used in
the '86 CFIP. The methodology is briefly described as follows:
A GENERAL PIAN LAND USE
General Plan Land Use Designations were plotted on a l" = 200' base map. A
reduction of this map and summary of acreage calculations are shown on Exhibits
9 and 10 on pages 28 and 29. These designations were divided into sub-areas to ease
in facility analysis. The gross acreage of these . sub-areas was determined by
planimeter measurement. Appendix A-1 provides a detailed itemization of the sub
area calculations along with a map at 1" = 200' scale.
B. GENERALIZED CONSTRAINTS ANALYSIS
Consistent with adopted City policies and ordinances, development constraints within
each sub-area were identified. Constraints that may have existed on land that is
developed or has land use approvals were not included 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. Fifty percent of the area of partial environmental constraints can be
used in residential density calculations.
Since development constraints overlap each other, for accounting purposes,
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.
27
LR COStR RRntH CD.
ssociatc,ij
Sa" Olirvv. lt1c.
ALM-1
GROWTH
MANAGEMENT
A SOl/fH lA COSU SOVTH
I ! lNT HO r WA~ HO. ee11
·"r-
SANT A fE GI.ENS
MAP NO. 8051
NOTE: See Exhibit 10 for acreage summary.
Exhibit 9
• CONSTRAINTS
Zone 12
EXHIBIT 10
ZONE 12 -LFMP BUILD OUT PROJECTIONS -CONSTRAINTS ANALYSIS (AS OF 1/1/90)
-----------------------------------------------------------------------------· ----------------------------------------------ACRES OF DEVELOPMENTAL CONSTRAINTS (1), (2)
RLM l (3) 120.00 0.0 0.0 0.00 120.00
RLM 2 (3) 33.00 0.0 0.0 0.00 33.00 RLM 3 37.39 1.5 1.5 3.1 1.55 34.34
RLM 4 19.96 0.2 0.2 2.8 1.40 18.36
RLM 5 32.45 0.2 o.z 2.2 1.10 31.15
RLM 6 16.45 0.3 0.3 0.6 0.30 15.85
RLM 7 25.30 0.0 0.0 0.00 ZS.JO RLM 8 24.10 0.2 o.z 3.1 1.55 22.35 RLM 9 43.65 0.4 0.4 0.8 5.8 2.90 39.95 RLM 10 7.60 0.9 0.1 1.0 0.0 0.00 6.60 RLM 11 20.90 0.8 0.8 0.5 0.25 19.85 ----------------------------------------------------------------------------------------------------------------------------RLM TOTAL 1380.80 I 0.00 3.60 0.00 0.60 0.80 0.00 0.00 0.00 0.00 I 5.oo I 18.10 9.05 I o.o I 366.75
RM 1 (3) 10.20 0.0 0.0 0.00 10.20 RM 2 13.52 0.6 0.6 0.0 0.00 12.92 RM 3 15.10 0.9 0.9 0.9 0.45 13.75 RM 4 20.06 1.2 1.2 0.0 0.00 18.86 RM 5 12.90 0.6 0.6 2.2 1.10 11.20
RM 6 15.80 1.2 1.2 0.0 0.00 14.60 RM 7 26.10 0.1 0.1 0.8 0.40 25.60
RM 8 17.30 0.2 0.2 1.1 0.55 16.55
RM TOTAL 1130.98 I 0.00 4.50 0.00 0.00 0.20 0.00 0.00 0.00 0.10 I 4.8 I 5.0 2.50 I 0.0 I 123.68
----------------------------------------------------------------------------------------------------------------------------TOTAL RES ISll.78 j 0.0 8.1 0.0 0.6 LO 0.0 0.0 0.0 0.1 I 9.8 I 23.l 11.55 I 0.0 I 490.43
--ELEM JR HIGH
TS u
13.30
27.40
2.10
3.20
1.5
0.3
0.5
0.2
0.5
0.6
0.5
2.1
0.5
0.5
0.0 0.00
l. 7 0.85
0.7 0.35
0.3 0.15"
12.8
24.5
NONRES TOTALI 46.00 I 0.0 2.3 0.0 0.2 1.1 0.0 0.0 0.0 0.0 I 3.6 I 2.7 1.35 I 37 .3 I
OS 1 4.00 0.0 0.1 0.05 OS 2 l. 70 0.0 0.2 0.10 OS 3 4.81 0.8 0.8 0.1 0.05
OS 4 12.18 0.3 1.7 2.0 1.0 0.50
OS 5 28.46 1.7 7.4 9.1 0.0 0.00
OS 6 21.70 7.2 0.7 1.0 0.6 9.5 4.3 2.15
OS 7 13.44 5.7 0.2 5.9 2.8 1.40
OS 8 3.56 2.0 2.0 0.0 0.00
OS 9 6.45 0.8 0.8 0.1 0.05
0.00
0.00
1.25
2.55
3.80
3.95
1.60
3.96
9.68
19.36
10.05
6.14
1.56
5.60
----------------------------------------------------------------------------------------------------------------------------TOTAL OS
EXISTING
PRIME
ARTERIAL
I 96.30 I 14.9 3.4 0.0 1.3 10.5 0.0 0.0 0.0 0.0 I 30.l I 8.6 4.30 I 0.0 I
I 13.00 I 13.0 I 13.0 I -I I
61.90
0.00
----------------------------------------------------------------------------------------------------------------------------EXISTING
SECONDARY
ARTERIAL 1 1. 10 I l. 1 I 1. 1 I I I
EXISTING I . I I I I I COLLECTOR 1.30 1.3 1.3
TQTAL ZONE 1669.48 I 14.9 29.2 0.0 2.1 12.6 0.0 0.0 0.0 0.1 I 58.9 I 34.4 17.20 I 37.3 I
NOTES: (1) CONSTRAINTS:
A -MAJOR POIJERLINE EASEMENT E -RIPARIAN
B -CIRCULATION F -WETLANDS
C -RAILROAD ROW G -FLOODPLAIN
D -SLOPES> 40% H -PERMANENT BODY OF WATER
(2) See map of constraints and General Plan land use designations.
(3) Developed land use with no future development potential.
29
I -OTHER ENVIR. FEATURE
J -SLOPES 25% TO 40% K -SCHOOL SITE OVERLAY
0.00
0.00
556.13
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 ripari~ 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 environmental 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 constraint 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 require 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 I.AND USE
Existing land uses within each sub-area as of 1/1/90 were identified. Only
residential uses exist in Zone 12. These are shown on Exhibit 11 on page 31.
30
EXHIBIT 11
EXISTING LAND USE
AS OF 1/1/'JO
Residential:
General Plan Project
Land Use· Gross Phasing
Sub-area &w PrQject Name Project# mfi
RLM-1 120 Rancho del CT 73-18 419
Ponderosa
RLM-2 33 Santa Fe Ridge CT 83-16 131
RM-1 102 Santa Fe Ridge CT 83-16 39
D. DEVELOPING LAND USE
Developing land use is a category which defines the status or stage in the
development process that exists for a Land Use proposal or project. 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.
Developing Land Use 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 12 on page 34. 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.
E. BUILD OUT PROJECTIONS CALCULATIONS
Residential build out projections as of 1/1/90 for Zone 12 are shown on Exhibit 13
on page 35. As discussed in the Introduction Section of this plan, the residential
build out calculation for Zone 12 in this Amendment has been reduced from the
originally approved Zone 12 Local Facilities Management Plan. The original Zone
12 plan showed a total build out of 1,888 dwelling uni~. whereas this amendment
shows a total potential build out of 1,734 dwelling units. The revised build out
projections are calculated as follows:
31
3
1. 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 follows:
General Plan
Land Use Desi~ation
RL
RLM
RM
RMH
RH
Growth Mana1ement
Control Point
DwellinK Units/Acre
1.0
3.2
6.0
11.5
19.0
The result provides the base residential dwelling unit build out projections for
each sub-area consistent with the passage of Proposition E on 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.
2. Non-Residential Build Out Projections
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.
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.
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.
Only non-residential land uses to which the .3 factor is applicable exist in Zone
12. Non-residential build out projections are shown on Exhibit 14 on page 36.
Dwelling unit per acre of non-constrained land pursuant to 21.53 and 21.90
of the Carlsbad Municipal Code.
32
F. DWELLING UNIT TRANSFER .
The build out projections for Zone 12 include a dwelling unit transfer of 179 dwelling
units out of Zone 12 and into Zone 11. A dwelling unit transfer may be allowed within
a quadrant pursuant to the Goals and Policies of the General Plan and Title 21.90 of
the Carlsbad Municipal Code. A dwelling unit transfer must assure 1) the overall unit
count in the quadrant is not changed, 2) no other property owners are adversely
affected, and 3) the maximum number of units allowed by the General Plan land use
designations must not be exceeded.
G. BUILD OUT POPULATION PROJECTION
The build out population projection for Management Zone 12 was determined by
applying a population generation rate of 2.471 persons/dwelling unit. The build out
population projections for Zone 12 are shown on Exhibit 15 on page 37. These build
out population projections are used consistently throughout this plan for the purpose
of predicting demand for public facilities.
33
EXHIBIT 12
ZONE 12 -DEVELOPING LAND USES AS OF 1/1/90
I I I I I DEVELOPING STATUS I
GEN PLAN I I l------------------------------------------------------1 I
LAND USE I GROSS I PROJECT !APPLICATION I TENTATIVE I FINAL I BUILDING I I TOTAL I EXISTING I
DESIGNATION I ACRES I NUMBER !SUBMITTAL I APPROVAL I MAP I PERMITS I I I I
--------------------------------------------------------------------------------------------------1
RLM 1 120.00 I CT 73-18 I I I II I 419 I
RLM 2 33.00 I CT 83-16 I I I 11 I 131 I
RLM 3 37 .39 I CT 88-3 I 99 I I 11 I I
RLM 4 19 .96 I CT 85-6(A) I 62 I I 11 I I
RLMS 32.4SICT88-3 i 1001 I II I I
RLM 6 16. 45 I CT 88-3 I 46 I I 11 I I
RLM 7 2·5. 30 I CT 88-3 I 94 I I 11 I I
RLM8 24.lOICT88-3 I 781 I II I I
RLM 9 43. 65 I CT 88-3 I 118 I I 11 I I
I RLM 10 7. 60 I CT 88-3 I 14 I I 11 I I
I RLM 11 20.90 I CT 88-3 I 72 I I 11 I I
1------------------------------------------------------------------------------------------------1 I RLM TOT AL I 380. 80 I I 683. 00 I O I O I O 11 0 I 550 I
l--------------------------------------------------------------------------------------------------1
I RM 1 I 10. 20 I CT 83-16 I I I I 11 I 39 I
I RM 2 I 13. 52 I CT 85-6(A) I 42 I I I 11 I I
IRM3 11s.10ICT8S-6(All 42I I I II I I
I RM 4 I 20. 06 I CT 88-3 I 71 I I I 11 I I
I RM 5 I 12. 90 I CT 88-3 I 48 I I I 11 I I
I RM 6 I 15.80 I CT 88-3 I 51 I I I 11 I I
I RM 7 I 26. 10 I CT 88-3 I 97 I I I 11 I I
I RM 8 I 17. 30 I CT 88-3 I 72 I I I 11 I I
1-----------------------------------------------------------. --------------------------------------1
IRMTOTAL l130.981 I 4231 01 01 011 01 391
1--------------------------------------------------------------------------------------------------I
I TOTAL RES I 511. 78 I I 1. 106 I O I O I O 11 0 I 589 j
1--------------------------------------------------------------------------------------------------I
I ELEM I 13. 30 I I I I I 11 I I
I JR HIGH I 27. 40 I I I I I 11 I I
I Ts I 2 .10 I I I I I 11 I I
I u I 3.20 I I I I I 11 I I
l--------------------------------------------------------------------------------------------------1
I TOTAL NONRESI 46.00 I I O I O I O I O I I O I O I
l--------------------------------------------------------------------------------------------------1
I OS 1 I 4 . 00 I I I I I 11 I I
I OS 2 I 1. 70 I I I I I 11 I I
I OS 3 I 4, 81 I I I I I 11 I I
I OS 4 I 12 .18 I I I I I 11 I I
I os 5 I 28. 46 I I I I I 11 I I
I OS 6 I 21. 70 I I I I I 11 I I
I as 1 I 13. 44 I I I I I 11 I I
I OS 8 I 3.56 I I I I I 11 I I
I OS 9 I 6.45 I I I I I 11 I I
1--------------------------------------------------------------------------------------------------I
I TOT AL os I 96. 30 I I o I o I o I o 11 o I o I
34
EXHIBIT 13
ZONE 12 -LFMP RESIDENTIAL BUILD OUT PROJECTIONS (AS OF 1/1/90)
I I I BASE I I
I GENERAL PLAN I I I RESIDENTIAL! I I I
I LAND USE I NET I GMCP I BUILD OUT I EXIST.I APP. I FUTURE I
I DESIGNATION I ACRES I (1) I PROJECTIONS! ou·s I Du's I ou·s I
!---------. ----------------------------------------------------------1 RLM l I 120.00 I 3.2 I 384 I 419 I I (35)
j RLM 2 I 33.00 I 3.2 l 105 I 131 I I (26)
I RLM 3 I 34.34 I 3.2 I 110 I I I 110
I RLM 4 I 18.36 I 3.2 I 59 I I I 59
I RLM 5 I 31.15 I 3.2 I 99 I I I 99
I RLM 6 I 15. 85 I 3. 2 I 51 I I I 51
I RLM 7 I 25.30 I 3.2 I 81 I I I 81
I RLM 8 I 22.35 I 3.2 I 71 I I I 71
I RLM 9 I 39.95 I 3.2 I 128 I I I 128
I RLM 10 I 6.60 I 3.2 I 21 I I I 21
I RLM 11 I 19. 85 I 3. 2 I 63 I I I 63
1--------------------------------------------------------------------I RLM TOTAL I 366. 75 I I 1. 172 I 550 I O I 622
1-----------------------.--------------------------------------------
I RM l I 10. 20 I 6. 0 I 61 I 39 I I 22
I RM 2 I 12.92 I 6.0 I 77 I I I -77
IRM3 I 13.751 6.01 831 I I 83
I RM 4 I 18.86 I 6.0 I 113 I I I 113
I RM 5 I 11. 20 I 6. 0 I 67 I I I 67
I RM 6 I 14.60 I 6.0 I 88 I I I 88
I RM 7 I 25.60 I 6.0 I 153 I I I 153
I RM 8 1· 16.55 I 6.0 I 99 I I I 99
I -------------------------------------------------------------------
1 RM TOTAL I 123.68 I I 741 I 39 I O I 702
l--------------------------------------------------------------------1 I TOTAL RES I 490.43 I I 1,913 I 589 I O I 1.324 I
I DU'S FROM ZONE_ 12 TO 11 (2) I (179)1 (179l I
I TOTAL DWELLING UNITS 1,134 I 589 I o I 1. 145 I
NOTES: (1) GROWTH MANAGEMENT CONTROL POINT
(2) SEE PAGE --FOR DWELLING UNIT TRANSFER EXPLANATION.
,-
35
EXHIBIT 14
ZONE 12 -LFMP NON-RESIDENTIAL BUILD OUT PROJECTIONS (AS OF 1/1/90)
I I I GMP NON-I BASE NON-I I I I
I GENERAL PLAN! NET I RESIDENTIAL I RESIDENTIAL! I !ESTIMATED I
I LAND USE I DEVELOPABLE I LU INTENSITY! BUILDOUT EXISTING I APPROVED !FUTURE I
I DESIGNATION I ACRES I ESTIMATE I PROJECTIONS! SQ. FT. I SQ. FT. ISQ. FT. I
l-----------------------------------------------------------------------------------------1 I ELEM (1) I 12.80 I I 38,000 I I I 38,000 I
I JR HIGH (2) I 25.50 I I 80,000 I I I 80,000 I
I TS I 1.25 I 30%1 16,335 I I I 16,335 I
I u I 2.ss I 30%1 33,323 I I I 33,323 I
I TOTAL ZONE I 42.10 I 1s1,sse I 1s1,ssa I
NOTES: (1) Elementary school square footage provided by the Encinitas
Union School District.
(2) Junior High square footage provided by the San Dieguito High School
District.
36
EXHIBIT 15 -ZONE 12 -BUILD OUT POPULATION PROJECTIONS (AS OF 1/1/90)
------------------------------------------------------------------------------------------------------------
I I BASE I 11 11 I I
I GENERAL PLAN I RESIDENTIAL I I I 11 POPULATION 11 I BUILD OUT I
I LAND USE I DU BUILDOUT I EXISTING I APPROVED I FUTURE II INDEX I !EXISTING !APPROVED !FUTURE I POPULATION!
I DESIGNATION I PROJECTIONS I DUS I DUS I DUS II (2.471/DU) II POP I POP I POP I PROJECTION!
I I I I I 11 (1 l 11 I I I I
1-------------------------------------------.-----------------------------------------------------------------------1 I RLM. 1 I 384 I 419 I (35) I 2.471 11 1,035 I (86) I 949 I
I RLM 2 I 105 I 131 I (26) I 2.471 11 324 I (65) I 259 I
I RLM 3 I 110 I I 110 I 2.471 11 I 272 I 272 I
1 RLM 4 1 59 1 1 59 1 2.471 n 1 146 1 146 1
I RLM 5 I 99 I I 99 I 2.471 11 I 245 I 245 I
I RLM 6 I 51 I I 51. I 2.471 11 I 126 I 126 I
I RLM 7 I 81 I I 81 I 2.471 11 I 200 I 200 I
I RLM 8 I 71 I I 71 I 2 .471 11 I 175 I 175 I
I RLM 9 I 128 I I 128 I 2. 471 II I 316 I 316 /
IRLMlO I 211 I 211 2.47111 I 521 52/
IRLMll I 631 I 631 2.47111 I 1561 1561
1---------------------------------------------------------------·--------------------------------------------------1
I RLM TOTAL I 1.172 I 550 I 0 I 622 11 11 1.359 I O I 1.537 I 2,896 I
1--------------------------------------------------------------------------------------------------------------------I
IRMl I 611 391 I 2211 2.47111 961 I 551 1511
I RM 2 I 77 I I I 77 11 2. 471 11 I I 190 I 190 I
I RM 3 I 83 I I I 83 11 2.471 11 I I 205 I 205 I
I RH 4 I 113 I I I 113 II 2. 471 11 I I 279 I 279 I
I RM 5 I 67 I I I 67 11 2 .4H 11 I I 166 I 166 I
IRM6 I 881 I I 8811 2.47111 I I 2171 2171
I RM7 I 153 I I I 153 II 2.471 II I I 378 I 3781
I RM 8 J 99 I J I 99 11 2. 471 11 I I 245 I 245 I
l--------------------------------------------------------------------------------------------------------------------1
IRMTOTAL I 7411 391 01 70211 II 961 Oll.7351 1.8311
I TOTAL RES 1,913 I 589 I o I 1,324 11 11 1,455 I I 3,212 I 4,727.1
I UNIT TRANSFER! (179)1 079) 11 2.411 11 I (442) I (44Zl I
l===========================s=======~=~==================================================================--==========I
I TOTAL 1. 734 I 589 I o I 1. 145 11 11 1,455 I o I 2.a3o I 4,285 I
NOTES: (1) Source: 1986 CFIP.
37
-IV. PHASING PROJECTIONS
Phasing projections estimate when, where and how much development will occur in Zone
12 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 when and where public facilities
improvements are needed.
3. Projecting facility thresholds allows sufficient lead time for facility
programming to assure that the performance standards are continually met.
4. Through threshold identification allow the City to efficiently and effectively
implement public facility improvements.
The 1986 CFIP projects residential phasing to be 1,250 dwelling units per year. This
projection was based on a review of the San Diego Association of Governments (SANDAG)
projections along with those utilized in the City's Capital Improvement Program and the
Public Facilities Management Systems, Monitoring Report of April, 1986. The 1986 CFIP's
public facility programming was based in part on this projection.
Zone 12's phasing projections consider the Citywide residential phasing projections used in
the 1986 CFIP to identify public facility thresholds.
A ZONE 12 LAND USE PHASING
1. Residential
The residential phasing projections for Zone 12 are shown on Exhibit 16 on
page 39. The residential phasing schedule is intended to be used for
projecting future need and timing of public facilities. 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.
38
* *
EXHIBIT 16
CITY WIDE RESIDENTIAL PHASING PROJECTIONS
* FOR FACILITY PLANNING PURPOSES ONLY * * *
I I
I I
l--------------------------------------------------------------------------------------------------1 I STATUS I I YEARS I LOCAL FACILITY MANAGEMENT ZONES I
I I I I I
j I !AS OF 1/1 j 1 2 3 4 5 6 7 I
I I I I I I I NOTES I I (1) (2) (3) (4) (5) (6) (7) I
1--------------------------------------------------------------------------------------------------I !EXISTING I I 1990 I 10,012 2,486 234 . 3,065 0 7,406 1,101 I
I I I I I
I I I I I
1----------------------------------------------------------------------------------------------___ _ I PROJECTED I I 1990 92 30 8 BLD OUT BLD OUT 312 0
I I I 1991 92 36 3 300 291
I I I 1992 92 21 2 1s0 221
I I I 1993 92 5 2 113 130
I I I 1994 92 BLD OUT 2 111 150
I I I 199s 92 1 81 1s0
I I I 1996 92 BLD OUT 50 150
I I I 1991 92 50 140
I I I 1998 92 50 BLD OUT
I I I 1999 92 so
I I I 2000 92 so
I I I 2001 92 so
I I I 2002 92 s0
I I I 2003 92 so
I I I 2004 92 40
I I I 200s 92 40
I I I 2006 92 40
I I I 2001 92 40
I I I 2ooa 92 4o
I I I 2oos 92 4o
I I I 2010 92 40
I I I 2011 92 2s
I I I 2012 92 20
I I I 2013 92 20
I BUILD OUT I I 2014 BLD OUT BLD OUT I
l--------------------------------------------------------------------------------------------------1 I TOTAL 12,220 2,578 252 3,065 0 9,218 2,333 I
NOTES: (l) 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.
(7) Zone 7 LFMP, adopted December 5, 1989, C.C. Reso. No. 89-424.
39
---
-
-
EXHIBIT 16 (page 2 of 3)
I I
I . I
1------------------------------------------------------------------------------------------------------------I I YEARS I LOCAL FACILITY MANAGEMENT ZONES I
I I I
IAS OF 1/ll 8 9 10 11 12 13 14 15 16 17 18 I
I I I I I (8l (9) (10) <111 u21 I
1----------------------------------------------------------------------. ------------------------------------
1 1990 I 1 459 o 954 589 o 2 520 o o 1
I I
I I
1990 I 0 0 0 0 a a
1991 I 386 286 117 350 99 260
1992 I 325 165 432 350 115 368
1993 I 238 BLD OUT 510 350 115 368
1994 I 250 375 95 115 400
1995 I 25 275 BLD OUT 115 400
1996 I BLD OUT 240 115 389
19s1 I 240 115 303
199a I 207 115 BLD OUT
1999 I 164 115
2000 I 81 101
2001 I BLD OUT BLD OUT
2002 I
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
2014
1------------------------------------------------------· ----------------------------------------------------1 I TOTAL I 1,225 910 o 3,595 1.734 a 1,122 3,008 o 1 I
------------------------------------------------------------------------------------------------------------
NOTES: (8) Zone 8 LFMP, adopted February 7, 1989, C.C. Reso No. 89-33.
(9) Zone 9 LFMP, adopted July 11, 1989, C.C. Reso. No. 89-232.
(10) Zone 11 LFMP, adopted February 23, 1988, C.C. Reso. No. 88-46.
(11) Zone 14 LFMP, adopted February 6, 1990, C.C. Reso. No. 90-24.
(12) Zone 15 LFMP, adopted April 10, 1990, C.C. Reso. No. 90-101.
40
EXHIBIT 16 (page 3 of 3)
I II
I 11 TOTALS OF ADOPTED LFMPs I
1-----------------------------------------------------------------------------------------------I
I YEARS I LOCAL FACILITY MANAGEMENT ZONES 11 TOTAL TOTAL TOTAL I
I I 11 ADOPTED CITYWIDE CITYWIDE I
IAS oF 111 I 19 20 21 22 23 24 25 II PHASED D.u. ·s POPULATION!
I I 11 ou·s AS OF 111 I
I I (13l (14l 05l 06l Ii I
1-----------------------------------------------------------------------------------------------I I 1990 I 2 28 o 268 o 115 1 I I 21.244 21,244 67,320 I
I I 11 I
I I 11 I
l-----------------------------------------------------------------------------------------------1
I 1990 I 139 o o o 11 581 21. 244 67. 320 I
I 1991 I 251 119 182 125 11 2,897 21,825 68, 15s I
I 1992 I 454 110 190 125 11 3,120 30,122 15,914 I
I 1993 I 426 110 161 n 11 2,697 33,842 83,624 I
I 1994 I 425 110 65 8LD OUT 11 2,190 36,539 90,288 I
I 1995 I 410 106 8LD OUT 11 1. 655 38,729 95,699 I
I 1996 I 332 106 I I 1,474 40,384 99,789 I
I 1997 I 351 106 I 1,397 41,858 103,431 I
I 1998 I 255 106 I s26 43,255 106,883 I
I 1999 I 226 106 I 153 44,081 108,924 I
I 2000 I BLD OUT 106 I 430 44,834 110,785 I
I 2001 I 106 I 248 45,264 111,847
I 2002 I 106 I 248 45,512 112,460
I 2003 I 106 248 45,760 113,013
I 2004 I 106 238 46,008 113,686
I 2005 I 106 238 46,246 114,274
I 2006 I 106 238 46,484 114,062
I 2001 I 106 230 4s,122 11s,450
I 2008 I 106 238 46,9so 116,038
I 2009 I 106 238 47,198 115,s26
I 2010 I 106 238 47,436 111,214
I 2011 I 106 223 47,674 111.soz
I 2012 I 106 218 47,897 118,353
I 2013 I 10s I 210 48,115 11a,a92
I 2014 I BLD OUT 11+ 1'; I O 48,333 119,431
1--------------------------------------------~ -.., ----------------------------------------------1
I TOTAL I 3,272 2,491 0 866 0 442 1 48,333 I
Notes: (13) Zone 19 LFMP, adopted December 8, 1987, C.C. Resolution No. 9322.
(14) Zone 20 LFMP, adopted September 6, 1988, C.C. Reso No. 88-322.
(15) Zone 22 LFMP, adopted December 13, 1988, C.C. Reso. No. 88-428.
(16) Zone 24 LFMP, adopted December 20, 1988, C.C. Reso. No. 2793.
41
-
-
EXHIBIT 17
SOUTHEAST QUADRANT RESIDENTIAL PHASING PROJECTIONS
* * * FOR FACILITY PLANNING PURPOSES ONLY * * *
I 11 TOTALS OF I
I 11 ADOPTED LFMP. s I
l-------------------------------------------------------------------------------------------------1 I STATUS I I YEARS I LOCAL FACILITY MANAGEMENT ZONES I I TOTAL TOTAL I
I I I I 11 QUADRANT QUADRANT I
I I IAS OF 1111 6 10 11 12 11 18 II o.u.·s POPULATION!
I I I I I jAS OF 1/1 I
I I NOTES: I I ( 1) ( 2) 11 I
l-------------------------------------------------------------------------------------------------1
!EXISTING I I 1990 I 6,999 0 954 589 0 1 11 8,543 21,110 I
I I I I II I
1-------------------------------------------------------------------------------------------------I
I I I 1990 I 252 o o 11 8,543 21.110 I
I I I 1991 I 249 111 350 I 8,795 21,132 I
I I I 1992 I 100 432 350 I 9,511 23.502 I
I 1993 I 113 510 350 I 10,393 2s,681 I
I 1994 I 80 375 95 I 11,366 28,085 I
I 1995 I 81 275 BLD OUT I 11.916 29,444 I
I 1995 I so 240 I 12.212 30,324 I
I 1997 I so 240 I 12. 562 31,041 I
I 1998 I 50 201 I 12.a52 31,1s1 I
I 1999 I so 1s4 I 13,109 32,392 I
I 2000 so a1 I 13,323 32,921 I
I 2001 50 BLO OUT I 13,454 33,245 I
I 2002 so I 13,504 33.3sa I
I 2003 so I 13,554 33,492 I
I 2004 40 I 13,604 33,615 I
I 2005 40 I 13. 644 33,114 I
I 2006 40 I 13,684 33,a13 I
I 2001 4o I 13,724 33,912 I
I 2008 40 I 13 .764 34. 011 I
I 2009 40 I 13,ao4 34,110 I
I 2010 40 I 13,844 34,209 I
I 2011 2s I 13,sa4 34,307 I
I 2012 20 I 13,909 34,369 I
I I 2013 20 11 13,929 34,419 I
I BUILD OUTI 2014 BLD OUT I I 13,949 34,468 I
1------------------------------------------------------------------------------------------------1 I TOTAL 8,619 0 3,595 1,734 0 1 13,949 34,468 I
NOTES: (1) Zone 6 LFMP, adopted November 10, 1987, C.C. Reso. No. 9291.
(2) Zone 11 LFMP, adopted February 23, 1987,. C.C Reso. No. B8-46.
42
EXHIBIT 18
ZONE 12 RESIDENTIAL PHASING PROJECTION
***FOR FACILITY PLANNING PURPOSES ONLY***
I 11 TOTALS OF
I 11 ADOPTED LFMP. s I
1--------------------------------------------------------------I l STATUS l l YEARS I 11 TOTAL TOTAL I
I I I I 11 ZONE ZONE I
I I IAs oF 1111 ZONE 12 11 o.u. ·s POPULATION!
I I I I I IAS OF 1/1 I
I I NOTES : I I 11 I
1--------------------------------------------------------------I I EXISTING I I 1990 I 589 11 589 1,455 I
I I I I II I
I I I I 11 I
1--------------------------------------------------------------I I I 1990 I o I 589 1. 455
I I I 1991 I 350 I 589 1,455
I I I 1992 I 350 I 939 2,320
I I . I 1993 I 350 I 1. 289 3. 185
I I I 1994 I 95 I l, 639 4,050
I I I 1995 I BLD OUT I 1. 734 4,285
I I I 1996 I I 1. 734 4. 285
I I I 1997 I I 1,134 4,285
I I I 1998 I I 1,134 4,285
I I I 1999 I I 1,134 4,285
I I I 2000 I I 1. 134 4. 285
I I I 2001 I I 1,134 4,285
I I I 2002 I I 1, 134 4. 285 I
I I I 2003 I 1 • 734 4. 285 I
I I I 2004 I 1. 734 4. 285 I
I I I 2005 I l, 734 4,285 I
I I I 2006 I 1. 734 4. 285 I
I I I 2001 I 1. 734 4. 285 I
I I I 2008 I 1.734 4,285 I
I I I 2009 I 1. 734 4. 285 I
I I I 2010 I 1.134 4,285 I
I I I 2011 I 1. 734 4. 285 I
I I I 2012 I 1.734 4,285 I
I I I 201a I 1,134 . 4,28s I
I I I 2014 I 1,734 4,285 I
1--------------------------------------------------------------I I TOT AL 1, 734 I
43
-
Exhibit 16 also shows the residential phasing schedules of the adopted
LFMP's. The adopted LFMP's include LFMP Zones 1-9, 11, 12, 14, 15, 19,
20, 22 and 24. Exhibit 16 shows the adopted yearly phasing schedules for
these zones and shows the adopted 1986 CFIP Citywide projected phasing
schedule.
Exhibit 17 on page 42 shows a similar phasing schedule for the zones located
within the southeast quadrant of the city. The southeast quadrant phasing
projections are provided to make the review and future update and monitoring
of quadrant-specific facilities more manageable and easier to understand.
Also, a Zone 12 residential phasing schedule is shown on Exhibit 18 on page 43
for use in the review and update of zone specific public facilities.
2. Non-Residential
3.
The citywide non-residential phasing projections, including Zone 12, are shown
on Exhibit 19 on page 45. Similar to residential phasing, these projections are
estimated for purposes of public facility planning. Exhibit 20 on page 48
indicates the southeast quadrant non-residential phasing projections and
Exhibit 21 on page 49 shows the Zone 12 non-residential phasing projections.
Comparable to residential phasing projections, these exhibits are provided to
facilitate future monitoring of this Local Facilities Management Plan.
Phasini Summm
Residential phasing projections are provided in order to plan for public
facilities. The plan provides these projections to establish thresholds which
necessitate the need for additional facilities. The Growth Management
Program and the Zone 12 LFMP anticipate that the actual phasing of
development in this zone will vary from these projections. In no instance,
however, will a change in phasing result in the failure of any performance
standard to 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.
44
EXHIBIT 19
ZONE 12 -CITY WIDE NON-RESIDENTIAL SQUARE FOOTAGE PROJECTIONS
* * * FOR PLANNING PURPOSES ONLY * * *
I STATUS YEARS LOCAL FACILITY MANAGEMENT ZONES
I
I
I
1 2 3 4 5 6 7
I I NOTES: I I (1) (2) (3) (4) (5) (6) (7) I
1--------------------------------------------------------+.~~j~&-'i? --------~-6et,,-4~-----------------1
EXISTING I I 1990 I 2,734,987 266,499 l,81i8,591 0 ""'6,&79,478 892,804 l.600 I
------------------------------------------------------------------------------------------------------------1 I I 1990 45,ooo 40,249 44,100 o 954,530 83,505 0 I
I I 1991 44. 500 116. 566 37,897 89. 211 954,530 34,875 39,204 I
I I 1992 55,400 BLD OUT 30,056 BLD OUT 954,530 34,875 39,204 I
I I 1993 28,000 44,431 954,530 34,875 39,204 I
I I 1994 67,500 13,068 954,530 34,875 BLD OUT I
!BUILD OUTI
I 1995 62.000 8&,101 954,530 34,875
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
2014
65,000
95,000
77,000
62,000
88,560
65,500
38,000
28,000
75,000
87,550
75,000
75,000
82,550
94,050
96,800
192,700
186,799
57,084
BLD OUT
99,317
BLD OUT
954,530
943,503
493.788
493,788
493,788
493,788
493.788
493,788
493,788
493,788
493,788
493,788
493,788
493,788
493,788
493,788
493,788
493,788
BLD OUT
34,875
34,875
34,875
34,875
34,875
34.~75
34,875
34,875
34,875
34,875
34,875
34,875
34,875
34,875
34,875
34,875
34,875
34,875
BLD OUT
l······••==============••·········••===============••······••=•===================•=••····••====s=========•==I
TOTAL 4,578,980 423,314 2,224,767 89,211 22,196,299 1,110,434 119,212 I
NOTES: (l) 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, indicates a 2.1 net acre site,
however, no phasing is provided.
(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.
(7) Zone 7 LFMP, adopted December 5, 1989, C.C. Reso. No. 89-424.
45
·-·
EXHIBIT 19 (page 2 of 3)
--------------------------------------------------------------------------------------------------
YEARS I LOCAL FACILITY MANAGEMENT ZONES I
I I I 8 9 10 11 12 13 14 1s 16 11 18 I
I I
I (8> C9l 001 c111 02> I
--------------------7:z;" -s;-o'f--------------------------------------------------------------------------1
1990 I ~ o o o o I
--------------------------------------------------------------------------------------------------------1
1990 I o o o o o I
1991 I o 280,099 46.sss o 131,500 I
1992 I 19,115 460,000 285,789 38,ooo n,5oo I
1993 I o 468,552 285,789 o 68,ooo I
1994 I O BL~ OUT 285,789 0 55,500
1995 I O BLD OUT 80,000 45,000
1995 I o 49,658 145,478
1997 I O BLD OUT 135,663
1998 I o 106,231
1999 I o 64,ss1
2000 I O BLD OUT
2001 I o
2002 1131,900
2003 I o
2004 I o
200s I 19,000
2006 I o
2007 1109,400
2008 I 49,975
2009 I 4,125
2010 I 4,725
2011 IBLD OUT
2012 I
2013 I
2014 I
TOTAL 399,440 1,307,036 904,252 167,658 0 835,429
NOTES: (8) Zone 8 LFMP, adopted February 7, 1989, C.C. Reso. No. 89-33
(9) Zone 9 LFMP, adopted July 11, 1989, C.C. Reso. No. 89-232.
(10) Zone 11 LFMP, adopted February 23, 1988, C.C. Reso. No. 88-46.
(11) Zone 14 LFMP, adopted February 6, 1990, C.C. Raso. No. 90-24.
(12) Zone 15 LFMP, adopted April 10, 1990, C.C. Reso. No. 90-101.
46
EXHIBIT 19 (page 3 of 3)
---------------------------------------------------------------------------------------------I YEARS I LOCAL FACILITY MANAGEMENT ZONES TOTAL I
I I I ADOPTED I
I I 19 20 21 22 23 24 25 I NON-RESIDENTIAL I
I I I SQUARE I
I I {13) (14) (15) (16) I FOOTAGE I
1----------------------------------------------------------------------------------1-t;?"ft;?as' I 1990 I O 248,461 I U,ZBJ BOS l-
l---------------------------------------------------------------------------------------------1 I 1990 10,454 o 1,118,438 I
I 1991 325,829 372,940 2,480,035 I
I 1992 BLD OUT 306,132 2,361,201 I
I 1993 73,180 1.996,561 I
I 1994 13,180 1,484,442 I
I 1995 101,930 1,365,042
I 1995 259.212 1,608,010
I 1997 BLD OUT 1,209,041
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1998
1999
2000
2001
2002
2003
2004
2005
2006 I
2001 I
2008 I
2009 I
2010 I
2011 I
2012 I
2013 I
2014 I
711,900
655,214
617,223
594,163
698,563
556,663
603,663
635,213
603,663
713,063
661.188
627,438
630,188
721,363
715,462
585,747
o I
TOTAL 336,283 1,435,035 36,79s,3so I
NOTES: (13) Zone 19 LFMP, adopted December 8, 1987, C.C. Reso. No. 9322.
(14) Zone 20 LFMP, adopted September 6, 1988, C.C. Reso. No. 88-322.
(15) Zone 22 LFMP, adopted December 13, 1988. C.C. Reso. No. 88-428.
(16) Zone 24 LFMP, adopted December 20, 1988, C.C. Reso. No. 2793.
47
.-
-
EXHIBIT 20
ZONE 12 -SOUTHEAST QUADRANT NON-RESIDENTIAL SQUARE FOOTAGE PROJECTIONS
* * * FOR PLANNING PURPOSES ONLY * * •
-------------------------------------------------------------------------------------------------------------
STATUS I YEARS I LOCAL FACILITY MANAGEMENT ZONES I TOTAL I
I I I ADOPTED I
I I 6 10 11 12 17 18 I NON-RESIDENTIAL I
I I I SQUARE I
I I NOTES: I I ( l) ( 2) ( 3) I FOOTAGE I
l--------------------------------------------------------------------------------------------1-----------------I
!EXISTING I I 1990 I 892,804 0 0 0 0 0 I 892,804 I
!------------------------------------------------------------------------------------------1-----------------I I I 1990 83. 505 o o I 83. 505 I
I I 1991 34,875 46,885 o I 81.760 I
I I 1992 34,875 28s,1a9 3s.ooo I 3sa.ss4 l
I I 1993 34,875 2a5,789 o I 320.ss4 I
I I 1994 34,a1s 2as,1a9 o I 320,664 I
I I 1995 34,875 BLD OUT 80,000 I 114,875 J
I I 1996 34,875 49,658 I 84,533 I
/ I 1997 34,875 BLD OUT j 34,875 I
I I 1998 34,875 I 34,875 I
I I 1999 34,a1s I 34,a7s I
I I 2000 34,875 I 34,875 I
I I 2001 I 34,01s I 34,a7s I
I I 2002 I 34,a1s I 34,a7s I
I I 2003 I 34,875 I 34,875 I
I I 2004 I 34,a,s I 34,a7s I
I I 200s I 34,875 I 34,875 I
I I 200s I 34,875 I 34,875 I
I I 2001 I 34,875 I 34,a1s I
I I 200a I 34,875 I 34,875 I
I I 2009 I 34,875 I 34,875 I
I I 2010 I 34,875 I 34,a7s I
I I 2011 I 34,875 I 34,a1s I
I I 2012 I 34,875 I 34,875 I
I I 2013 I 34,875 I 34.a1s I
!BUILD OUTI 2014 I BLD OUT I O I
TOTAL 1,778,434 904,252 167,658
NOTES: (1) Zone 6 LFMP, adopted November 10, 1987, C.C. Reso. No. 9291.
(2) Zone 11 LFMP, adopted February 23, 1988, C.C. Reso. No. 88-46.
(3) Zone 12 LFMP, adopted February 23, 1988, C.C. Reso. No. 88-47.
48
0 o I z,aso.344 I
EXHIBIT 21
ZONE 12 NON-RESIDENTIAL SQUARE FOOTAGE
PROJECTIONS
* * * FOR PLANNING PURPOSES ONLY * * •
I STATUS I YEARS I ZONE 12 TOTAL I
I I INON-RESIDENTIALI
1-------------------------------------1
I EXISTING I 1990 I O I
1------------------------------------1 I 1990 o I
I 1991 o I
I 1992 38, ooo I
I 1993 o I
I 1994 o I
I 1995 80.000 I
I 1995 49,658 I
I 1997 BLD OUT I
I 1998 I
I 1999
I 2000
I 2001
I 2002
I 2003
I 2004
I 2005
I 2006
I 2001
I 2008
I 2009
I 2010
I 2011
I 2012
I 2013
IBUILD OUT 2014
l----~---==-=--===-=--==--=-------1
TOTAL 167,658 I
49
__ V. ZONE 12 REQUIREMENTS FOR PUBLIC FACILfflES AND SERVICES
The Local Facilities Management Plan for Zone 12 addresses eleven separate facilities at
three levels of analysis.
Facility Citywide
City Admin. Facilities X
Library X
Wastewater Treatment Capacity X
Park
Drainage
Circulation
Fire
Open Space
Schools
Sewer Collection
Water Distribution
Level of Analysis
Quadrant
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; and
e. A discussion of mitigation measures and financing mechanisms.
Citywide facilities (City Administrative, Library, and Wastewater Treatment) have been
analyzed in the adopted 1986 CFIP. Analysis 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.
This plan shows how. each adopted performance standard will be complied with as
development occurs within Zone 12. 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.
so
CI'IY ADMINISTRATIVE FACILmEs
I. PERFORMANCE STANDARD
1,500 square feet per 1,000 population must be scheduled for construction within a five year
period.
II. FACILI'IY PLANNING AND ADEQUACY ANALYSIS
This analysis provides an inventory of existing and programmed 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 22 on page 52 shows the location of the existing and future City
Administration Facilities.
A INVENTORY
1. Existini and Build Out Ci13 Administrative Demand:
Citywide projected population comes from the 1986 CFIP. Zone 12 projected
population comes from Exhibit 15 on page 37.
Existing (1/1/90)
Citywide
Zone 12
Build Out
Citywide (2013)
Zone 12 (1994)
Projected
Prurulation
67,320
1,455
134,914
4,285
51
Performance
Standard
Demand (Sq.Ft.)
100,980
2,183
202,371
6,428
HOUSING & REDEVELOPMENT
CITY HALL
COMMUNITY
DEVELOPMENT .... ..---..,-,,.--~.--.,...
CITY ADMINISTRATION OFFICES * CITY ADMINISTRATION -EXISTl·NG * CITY ADMINISTRATION -PLANNED
NOTE: ALL LOCATlONS ARE APPROXIMATE.
, cnstR RRncH CD.
GROWTH
~ ..... FIRE & POLICE
SAFETY CENTER
WATER DISTRICT
1 8
CITY OF
SAN MARCOS
xhibit 22
MANAGEMENT eCITYWID
PROGRAM one
52
2.
--
Invent01y of Existin~ City Administrative Facilities:
The existing City Administrative Facilities owned and leased by the City of
Carlsbad as of January 1, 1989 are:
Permanent Temporary Leased
(Sq Ft) (Sq Ft) (Sq Ft)
City Hall
(1200 Carlsbad Village Drive)
Main Building 12,899
Finance Modular 2,700
Purchasing/Personnel
Modular 1,800
Redevelopment 3,200
(2965 B Roosevelt)
Community Development
(2075 Las
Palmas Drive): 22,627
Public Safety and
Service Center (I)
(2560 Orion Way):
Police and Fire 53,700
Vehicle Maintenance 10,358
Water District Office 18,000 --------
Totals 117,584 4,500 3,200 ------------------------------------------------------------
TOTAL EXISTING FACILITIES 125,284
Existing City Administrative Facilities as of January 1, 1990 exceed the
performance standard. However, 2.6 percent of the total square footage is
leased and another 3.6 percent are 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 re-done
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.
53
3. Inventmy of Approved Future City Administrative Facilities:
The adopted 1989-1990 to Build Out Capital Improvement Program (CC
Reso. No. 89-210) funds the following City Administrative Facilities for
construction within 5 years (1994):
Facility
Public Safety
Center (II):
Construction
New City Hall
Square
ml
62,000
N/A
Funding
Yem:
'92-'93
1999+
$3,955,000
$23,100,000
Source
PFF/~
PFF
No other City Administrative Facilities are identified within the City's adopted
CIP.
Existing City Administrative Facilities plus those scheduled for construction
within five years in the adopted 1989-90 to Build Out CIP are as follows:
Permanent Temporary Leased
(Sq Ft) (Sq Ft) (Sq Ft)
Existing 117,584 4,500 3,200
1989-1990 CIP 62,000
Subtotal 179,584 4,500 3,200
============================
TOTAL FACILITIES 187,284
B. PHASING
The citywide residential phasing projections on Exhibit 16 on page 39 are
incorporated into Exhibit 23 on page 55. Exhibit 23 projects the adequacy of City
Administrative Facilities on a citywide basis by comparing the projected facility
demand with existing and funded facilities. Analysis of Exhibit 23 shows that City
Administrative Facilities currently meet the performance standard and that the
facilities are projected to conform to the performance standard until build out.
4 PFF = Public Facilities Fee and S = Sewer Enterprise Fund.
54
-
EXHIBIT 23
ZONE 12 -PHASING OF CITY ADMINISTRATIVE FACILITIES
(1,500 SQUARE FEET PER 1,000 POPULATION)
I RESIDENTIAL DWELLING UNITS ADOPTED PHASING ADEQUACY ANALYSIS
STATUS
NOTES:
EXISTING I
PROJECTED
(5)
BUILD OUT
YEAR
(AS OF 1/1)
1990 I
1990
1991
1992
1993
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
2014
IN
OTHER
ADOPTED
ZONES
(1)
26,655 I
581
2,547
2.770
2,347
2,095
1,655
1.474
1,397
826
753
430
248
248
248
238
238
238
238
238
238
238
223
218
218
0
IN
ZONE 12
(2)
589 I
0
350
350
350
95
BLD OUT
IN TOTAL
ADOPTED
PLANS
(3)
27,244
581
2,897
3,120
2,697
2,190
1,655
1,474
1,397
826
753
430
248
248
248
238
238
238
238
238
238
238
223
218
218
0
ADOPTED
ZONES
POPULATION
(4)
67,320 I
67,320
68,756
75,914
83,624
90,288
95,699
99,789
103,431
106,883
108,924
110.785
111.847
112. 460
113,073
113,686
114,274
114,862
115,450
116,038
116,626
117,214
117,802
118,353
118,892
119,431
ADOPTED
ZONES
DEMAND
100.980 I
100,980
103. 133
113,871
125,435
135,432
143,549
149,683
155,147
160,325
163,386
166,177
167. 771
168,690
169,609
170,529
171.411
172,293
173,175
174,057
174,939
175,822
176,704
177,530
178,338
179,146
PROJECTED PROJECTED
CITYWIDE ADOPTED
ADHIN ADEQUACY/
SUPPLY (INADEQUACY)
125.2e4 I 24,304
125,284 24,304 125,284 22, 151
187,284 73,413
187,284 61,849
187,284 51,852
187,284 43,735
187,284 37,601
187,284 32,137
187,284 26,959
187,284 23,898
187,284 21,107
187,284 19,513
187,284 18,594
187,284 17,675
187,284 16,755
187,284 15,873
187,284 14,991
187,284 14,109
187,284 13,227
187,284 12,345
187,284 11,462
187,284 10,580
187,284 9,754
187,284 8,946
187,284 8,138
-------------------------------------------------------------------------------------------------------------------------------TOTAL 46,599 I 1. 134 I 48,333 I -------------------------------------------------------------------------------------------------------------------------------NOTES:
(1) Dwelling units In Other Adopted Zone Plans are those projected In the LFHP for Zones 1-9, 11. 14, 15, 19, 20, 22 and 24.
(2) Source -Exhibit 18.
(3) Total adopted dwelling units Include adopted zones 1-9, 11, 14, 15, 19, 20, 22, and 24 along with Zone 12.
(4) Existing citywide population Is the base population used for projecting Adopted Zone Plan Populations.
(5) Maintenance and Warehouse Facility.
55
C. ADEQUACY FINDINGS
Analysis of Zone 12's demand on City Administrative Facilities as of 1/1/90 indicates
no mitigation is needed at this time. The performance standard is currently being
conformed to and is projected to conform until build out. The yearly monitoring
program will assure that the adopted performance standard is complied with through
build out. In the event that the yearly monitoring program shows the adopted
performance standard is not being met at any time, development in Zone 12 will
be stopped until the City Council takes action to construct additional Administrative
Facilities.
III. MfflGATION
A GENERAL CONDmONS FOR ZONE 12
If at any time the adopted City Administrative Facilities performance standard is not
being complied with, then residential development in Zone 12 will be stopped until
the performance standard is met.
B. SPECIAL CONDmONS FOR ZONE 12
No special conditions.
-r. FINANCING
The City collects a public facility fee (PFF) which is set at 3.5% of building 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 Palmas Facility
Public Safety Center Phase II
City Hall -Future
TOTAL
$2,000,000
$3,455,000
$23,100,000
$29,055,000
In addition to the PFF funds, the adopted 1989-1990 to build out 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 12.
Exhibit 24 on page 57 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. ·
56
)
[XHIBIT 24
ZONE 12 -CITY AOHINISTRATIVE FINANCING AS OF 1/1/90
------------------' --------------------------------------------------------------------------------------
AHOUIH
ESTIMATED
COST TIMING I FIRST
FUNDING OPTIONS
SECOND THIRD NOTES
-=•-=============================================================================================================================================---------=-
CITY AOHINISTRATION -~----------------------------------------------------------------------------------------------------------------------------------------------------------1. las Palmas Debt Service 22,627 sf $2,000,000 1989-99 City -PFF PFF=Public
Facility Fees
2. Safety Center Phase II 62,000 sf $3,955,000 1992-93 City -PFF/S S=Sewer Funds
3. New City Hall NA $23,100,000 1999+ City -PFF
=============
TOTAL CITY ADHINISTRATION COSTS $29,055,000
------------------------------------------------------------------------------------------------------------------------------------------------------------1989-'90 CIP Budget: 1992-'93 $3,455,000 (PFF); $500,000 (S) for Safety Center Phase II.
1999+ $23,100,000 for New City Hall.
Balance Forward: $128,650 (Safety Center Phase II)
$148,071 (las Palmas Purchase). ------------------------------------------------------------------------------------------------------------------------------------------------------------
57
-
LmRARY 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 horary
facilities and determines compliance with the adopted performance standard. Future
citywide library facility demand is projected based on the 1989-90 to Build Out Capital
Improvement Program, the adopted LFMP's and Zone 12. Exhibit 25 on page 59 shows
the location of existing and future library facilities.
A INVENTORY
1. ExistinK and Build Out Librazy Demand:
Citywide projected population comes from the 1986 CFIP. Zone 12 projected
population comes frotn Exhibit 15 on page 37.
Existing (1/1/90)
Citywide
Zone 12
Build Out
Citywide (2013)
Zone 12 (1992)
58
Projected
Po.pulation
67,320
1,455
134,914
4,285
Performance
. Standard
Demand
(Sq Ft)
53,856
1,164
107,931
3,428
CITY OF OCEANSIDE
1 5
SO. CARLSBAD
LIBRARY ---~t--~~-~----..:::~,._........_
LIBRARIES
LIBRARIES -EXISTING
LIBRARIES -PLANNED
CITY OF ENCINITAS
..,,___WAREHOUSE
1 7
CITY OF VISTA
1 8
CITY OF SAN ~i\RCO
0 t.:) ~ 1-4
Q
~ u.i
lat 0
1 ... ' ' >t e,.i z ~ 0 t.)
NOTE: ALL LOCATIONS ARE APPROXIMATE. ..,___ LA COSTA BRANCH LIBRARY
' CDStFI RRnOI m
GROWTH it 25
MANAGEMENT
NO SC.\LE PROGRAM Zone 12
59
-
2.
3.
Inventozy of Existinf: Librazy Facilities:
Existing library facilities owned and leased by the City of Carlsbad as of
January 1, 1989 are the following:
Owned Leased
Facility (Sq Ft) (Sq Ft)
Civic Center Library
(1200 Carlsbad Village Drive) 24,600
Adult Learning Center
( 1207 Carlsbad Village Drive) 400
La Costa Area Library5
(7750 El Camino Real) 4,500
Warehouse
(2075 Corte De Noga!) 2,060 ----
TOTAL 24,600 6,960
=================
TOTAL EXISTING FACILITIES 31,560
Inventozy of Approved Future Librazy Facilities:
South Carlsbad Library:
A six acre City owned site has been identified and designed for the South
Carlsbad Library. This library is projected to be 64,000 square feet in size
and to open in 1992.
According to City staff, the 6,960 square feet of existing leased library space
will expire and be vacated when the South Carlsbad library is constructed.
The 1989-90 to Build Out CIP allocates funds for debt financing between
1989-1999 +.
The South Carlsbad library site was approved by the City Council on July 7,
198'76. On April 10, 1990, the City Council approved expansion of this facility
5 The existing 6,960 square feet of leased library space will expire when the new South
Carlsbad Library is constructed.
8 The staff report for this action is contained in Appendix A-2, Agenda Bill No. 8667.
60
from 58,000 square feet to 64,000 square feet7. The site is near the northwest .
comer of El Camino Real and Alga Road as shown on Exhibit 25 on page 59.
North Carlsbad Library Expansion:
The 1989-90 to Build Out Capital Improvements program 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:
Funds for an additional 17,331 square feet of Library space for Build Out are
shown in 1999+ in the 1989-90 to Build Out Capital Improvements Program.
The following is a summary of the 1989-90 to Build Out Capital Improvement
Program funding allocation for library facilities:
South Carlsbad Library:
Description
Debt Financing
TOTAL
Funding
Tum:
1989-1999+
North Carlsbad Library Expansion:
Description
Construction
Build Out Library:
Description
Construction
Funding
fim:
1994-99
Xem:
1999+
Funding
Cost ('89 dollars)
$28.1 million
$28.1 million
Cost ('89 dollars)
$3.9 million
Cost ('89 dollars)
$5.1 million
7 The staff report for this action is contained in appendix A-2, Agenda.Bill No. 10,578.
61
----·
B. PHASING
Existing library facilities plus those budgeted in the adopted 1989-90 to Build Out CIP
for construction within S years are as follows:
Existing:
Civic Center Library
Adult Learning Center
La Costa Area Library
Warehouse
S. Carlsbad Library
Adult Learning Center
La Costa Area Library
Warehouse
1994-99:
N. Carlsbad Library
Expansion
1999+:
Build Out Library
64,000
8,000
17,331
Added
Square Feet of Librazy Space
Subtracted
400
4,500
2,060
31,560
89,560
82,600
90,600
107,931
To assess when the threshold for future library facilities will be reached, the phasing
projections on Exhibit 16 on page 39 are used. These phasing projections are
incorporated into Exhibit 26 on page 63. Exhibit 26 projects the adequacy of library
facilities on a citywide basis by comparing the projected facility demand with existing and
funded facilities. Analysis of Exhibit 26 shows that library facilities currently meet the
performance standard and that the facilities are projected to conform to the performance
standard until build out.
62
EXHIBIT 26
ZONE 12 -PHASING OF LIBRARY FACILITIES
(BOO SQUARE FEET PER 1,000 POPULATION)
---------------------------------------------------------------------------------------------I RESIDENTIAL DWELLING UNITS ADOPTED PHASING ADEQUACY ANALYSIS
-------------------------------------------------------------------------------------------------------------------------------IN PROJECTED PROJECTED
YEAR OTHER IN TOTAL ADOPTED ADOPTED CITYWIDE ADOPTED
ADOPTED IN ADOPTED ZONES ZONES LIBRARY ADEQUACY/ STATUS (AS OF 1/1) ZONES ZONE 12 PLANS POPULATION DEMAND SUPPLY (INADEQUACY)
NOTES: (1) (2) (3) (4)
------------------------------------------------------------------------------------------------------------------------------EXISTING I (5) 1990 I 26,655 I 589 I 27,244 61,320 I s3,856 I 88,600 I 34,744
-------------------------------------------------------------------------------------------------------------------------------PROJECTED 1990 581 0 581 67,320 53,856 . 88,600 34,744
1991 2,547 350 2,897 68,756 55,004 88,600 33,596
1992 2,770 350 3,120 75,914 60,731 88,600 27,869
1993 2,347 350 2,697 83,624 66,899 88,600 21,701
1994 2,095 95 2,190 90,288 72,230 88,600 16,370
(6) 1995 1,655 BLD OUT 1.655 95,699 76,559 96,600 20,041
1996 1,474 1,474 99,789 79,831 96,600 16,769
1997 1.397 1,397 103,431 82,745 96,600 13,855
1998 826 826 106,883 85,506 96,600 11,094
1999 753 753 108,924 87,139 96,600 9,461
(7) 2000 . 430 430 110,785 88,628 113,931 25,303
2001 248 248 111,847 89,478 113,931 24,453
2002 248 248 112,460 89,968 113,931 23,963
2003 248 248 113,073 90,458 113,931 23,473
2004 238 238 113,686 90,949 113,931 22,982
2005 238 238 114,274 91.419 113,931 22,512
2006 238 238 114,862 91,890 113,931 22.041
2007 238 238 115,450 92,360 113,931 21,571
2008 238 238 116,038 92,831 113,931 21,100
2009 238 238 116,626 93,301 113,931 20,630
2010 238 238 117,214 93,771 113,931 20,160
2011 223 223 117,802 94,242 113,931 19,689
2012 218 218 118,353 94,683 113,931 19,248
2013 218 218 118,892 95,114 113,931 18,817
BUILD OUT 2014 0 0 119,431 95,545 113,931 18,386
TOTAL 46,599 I 1.134 I 48,333 I
NOTES:
(l) Dwelling units In Other Adopted Zone Plans are those projected In the LFMP for Zones 1-9, 11, 14, 15, 19, 20, 22 and 24.
(2) Source -Exhibit 18.
(3) Total adopted dwelling units Include the adopted zones 1-9, 11, 14, 15, 19, 20, 22, and 24 along with Zone 12.
(4) Existing citywide population Is the base population used for projecting Adopted Zone Plan Populations.
(5) 64,000 square foot Expansion of South Carlsbad Library. Expiration of lease on 6960 square feet.
(6) 8,000 square foot Expansion of North Carlsbad Library.
(7) 17,331 square fe~, additional library for build out.
63
) .
C. ADEQUACY FINDINGS
Analysis of Zone 12's demand on library facilities as of 1/1/90 indicates no mitigation
is needed at this time. The performance standard is currently being conformed to and
is projected to conform until build out. The yearly monitoring program will assure that
the adopted performance standard is complied with through build out. In the event that
the yearly monitoring program shows the adopted performance standard is not being met
at any time, development in Zone 12 will be stopped until the City Council takes action
to construct additional library facilities.
III. MmGATION
A. GENERAL CONDmONS FOR ZONE 12
If at any time the adopted Li'brary Facilities performance standard is not being complied
with, then residential-development in Zone 12 will be stopped until the performance
standard is met.
B. SPECIAL CONDmONS FOR ZONE 12
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. On April 10, 1990, the City
Council approved expansion of this facility from 58,000 square feet to 64,000 square feet.
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 to Build Out CIP has appropriated $39,790,000 for library facilities.
Approximately one-half of the $30,782,000 budgeted for the South Carlsbad library construction
is to provide for debt financing. $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 to Build Out CIP shows $3,948,000 for construction of the North Carlsbad Library
expansion in 1994-99. This will provide an additional 8,000 square feet of library space at the
existing library on 1250 Carlsbad Village Drive for a total of 32,600 square feet.
64
Build Out library:
The 1989-90 to Build Out 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 27 on page 66 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.
65
FACILITY
EXHIBIT 27
ZONE 12 -LIBRARY FINANCING MATRIX AS OF 1/1/90
AMOUNT
ESTIMATED
COST TIMING I FIRST
FUNDING OPTIONS
SECOND THIRD NOTES
-----------=---------------------------------------.----------------------=----------------=---------------------------------------------------------------LIBRARY FACILITIES
1. Library Remodel (North) 8000 sf $3,948,000 1994-99 City -PFF
2. Library -For Build
Out Population 17,331 sf $5,060,000 1999+ City -PFF
3. Library -South
Carlsbad 64. 000 sf $30. 782. 000 1989-2009 City -PFF
========z:-====
TOTAL LIBRARY COSTS $39,790,000
1989-'90 CIP Balance Forward: $2,669,432 (South Carlsbad Library Site).
66
)
-WASTEWATER TREATMENT CAPACI'IY
I. PERFORMANCE STANDARD
Sewer treatment plant capacity is adequate for at least a five year period.
II. FACILITY PLANNING AND ADEQUACY ANALYSIS
A INVENTORY
Agency
Notes:
Vista
Carlsbad
Buena
Vallecitos
Leucadia
Encinitas
TOTAL
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 as shown on Exhibit 28 on page 68.
Zone 12 is located entirely within the Leucadia County Water District.
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 29 lists the six agencies and their
permitted treatment capacity at the Encina WPCF as follows:
Percent
OWnership
30.00
25.40
4.59
17.78
16.67
5.56
Exhibit 29
ENCINA WPCF CAPACITY ANALYSIS
Capacity
Capacity at Adjusted
Encina WPCF For Leases
CMGD) CMGD)
7.32 7.02
6.20 6.20
1.12 1.04
4.34 4.34
4.07 4.59
1.36 1.21
Satellite
Treatment
Capacity
(MGD)
1.20 (1)
1.16
2.00
0.75
Available
Treatment Existing
Capacity Flow
(MGD) (MGD)
(2)
7.02 5.54
6.20 4.98
2.20 1.80
6.34 4.08
5.34 3.61
1.21 1.12
Remaining
Treatment
Capacity
(MGD)
(3)
1.48
1.22
0.40
2.26
1. 73
0.09
---------------------------------------------------------------------------------------------100.00 24.40 24.40 5.11 28.31 21.13 7.18
NOTES: 1. Currently not operational.
2. Sllmlary of leases: 1) Buena to LCW 0.375 MGD: 2) Encinitas to LCWD 0.15 MGD;
3) Vista to Buena 0.30 MGD.
3. As of April, 1990.
67
_,__ ___ CALAVERA HILLS RECLAMATION/TREATMENT FACILITY
(EXISTING, BUT NOT OPERATIONAL)
ENCINA WATER POLLUTION CONTROL FACILITY--,.
aTY OF OCEANSIDE
GAFNER WASTEWATER RECLAMATION FACILITY--
WASTEWATER FACILITIES * WASTEWATER TREATMENT PLANT -EXISTING-
NOTE: ALL LOCATIONS 2\RE APPROXIMATE
LR CDst:R RRl1CH m
GROWTH
MANAGEMENT
NO SCALE PROGRAM
VALLECITOS WATER DISTRICT SEWER SERVICE AREA
-1 CITY OF
• VISTA
• • 18 CITY OF
SAN MARCOS
CITY OF ENCINITAS
Exhibit 21
•CITYWIDE FACILITIE!
Zone 1:
Currently, the Encina WPCF has capacity to treat 24.4 million gallons per day
(MGD). Ultimately, this facility will be able to treat up to 45 MGD. As shown
below, LCWD owns limited treatment capacity at the Encina WPCF as well as
capacity in a smaller localized satellite treatment facility:
Leucadia County Water District:
Percentage of Encina Capacity (16.67) 4.070 MGD
Leased Capacity from8:
Buena to LCWD 0.375 MGD
Encinitas to LCWD 0.150 MGD
subtotal Encina 4.595 MGD
Gafner Satellite Facility 0.750 MGD
subtotal Gafner 0.750 MGD
TOTAL CAPACITY (Encina and Gafner) 5.345 MGD
Capacity at the Encina WPCF is separated into two categories: Treatment capacity
and outfall capacity.
The Encina Ocean Outfall is a drainage line that transports the treated sewage
(effluent) from the Encina WPCF and satellite facilities and discharges approximately
8,000 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. Existini Facilities:
Leucadia County Water District
Two sources of w~tewater treatment capacity are available to LCWD: Encina
WPCF and LCWD Gafner Water Reclamation Plant (WRP). Disposal of
effluent for both plants is through the Encina Ocean Outfall. The LCWD's
wastewater is conveyed to the outfall in two ways. The first involves pumping
raw sewage and wastewater to the Encina WPCF for treatment and
subsequent disposal to the ocean outfall. The second involves pumping
effluent from the Gafner Water Reclamation Plant through a 12 and 14-inch
8 Leased capacity expires in 1992.
9 Ultimate capacity is 1.5 MGD.
69
effluent pipeline (failsafe pipeline) directly to the ocean outfall where it is
blended with Encina effluent and effluent from the other satellite reclamation
plants.
For purposes of this analysis, it is assumed that the Gafner plant will remain
at the present capacity of . 75 MGD and that no new treatment facilities will
be constructed within the LCWD service area. Therefore, all additional
treatment capacity is projected to be obtained at the Encina WPCF. This
assumption can always be modified in the future if, for instance, it is deemed
appropriate to increase the capacity of the Gafner plant as a result of
increased demand for reclaimed water.
B. PHASING
Exhibit 30 on page 72 shows the existing and pro~ected demand and treatment
capacity for LCWD. Existing demand is 3.44 MGD O with current capacity at the
Encina WPCF at 5.34 MGD (including leased capacity). LCWD projects a growth
rate of 660 EDU's per year. With the completion of the Phase IV expansion of
Encina in 1992 and the termination of leased capacity from other districts, Leucadia's
capacity at Encina will become 7.86 MGD (20.68%) for solids and 7.11 MGD for
liquids. Phase IV expansion of Encina results in a total capacity of 36.00 MGD.
t. Phasin1 and Service Demand
Wastewater treatment service area population projections for the Encina
WPCF service district is depicted in the following chart:
10 LCWD currently assumes (see Appendix A-3) a flow rate of 215 gallons/EDU.
Previously, LCWD had used 238 gallons/EDU per the Master Plan.
70
C.
ENCINA WPCF PI.AN
SEWER SERVICE AREA POPULATION PROJECTIONS 11
Ya:
Service .128ll l22D l.22S. 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 12 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
Leug.gia, Counl! WsUeI Distti'1
Exhibit 30 on page 72 estimates the necessary treatment capacity needed to
accommodate growth within the Leucadia County Water District sewer service area
to the year 2000. As shown on this exhibit, LCWD has adequate treatment capacity
at the Encina WPCF to handle existing and proposed sewer need for their service
area through the year 2000.
11 Projections approved by Joint Advisory Committee January 28, 1987.
12 Portion of the City of Vista served by Buena Sanitation District.
71
EXHIBIT30
ZONE 12 -LEUCADIA COUNTY WATER DISTRICT WASTEWATER PROJECTIONS
STAnJS I vu• ,La. AT Fla. AT ENc:INA TOTAL I
I LCWD 215/Gal/!DU 231/Cll/!DU CAPACITY CAFNU CAPACITY AlJEc,JACV/ I
I I I AS OF 1/1 I EDU'S (M.C.D.) (M.C.D,) (M,C.D.) (M.G.D. I (M,C.D.) ( fNAOEc,JACVI I
I INDTES: I I ( 11 (21 UI I 1------------------------------------'-----------------------------------------------1 IEXISTINC I I 1990 I 19,922 4.21 4.11 4.59 0.75 S.34 1.06 I 1------------------------------------·-----------1 PIIOJECTED IMO 20,029 4.30 4.l3 4.59 0.75 5.34 1.04
1ff1 20,729 4.46 4.49 4.59 0.75 S.l4 O.H
(4) 1ff2 21.429 4.61 4.65 7.11 0.75 7.16 3.25
1ff3 22.129 4.71 4.10 7.11 0.75 7.16 3.10
1994 22.129 4.91 4.'6 7.11 D.75 7.16 2.95
1995 23,5i9 5.06· 5.12 7.11 0.75 7.16 2.IO
'"' 2,.229 5.21 5.21 7.11 0.75 7.16 2.65
1997 2,6,929 5.36 s.o 7.11 0.75 7.16 2.,0
1991 25,629 S.51 S.59 7.11 0.75 7.16 2.35
19'9 26,329 5.66 5.75 7.11 0.75 7.11 2.20
2000 27,029 5.11 S.90 7.11 0.75 7.16 2.05
-------------------------------------------------------------------------------·--------------NOTES: 1. Flow at 215 11,11lon1/EDU as provided by LCWD,
2. Flow at 231 11,11 Ions/EDU per tile LCM> Nster Plan.
3. LCM> 11111 leased capacity lroa other sewer districts as follows:
Buena to LCM> . 375 MaJ
Encinitas to LOIO .15 Ma>
4. Pllase IV expans Ion of Enc Ina and exol rat Ion of leases lrOII
other di str ICU.
72
--
-III. MfflGATION
-
The following action shall be pursued jointly by each sewer district to ensure
adequate wastewater treatment capacity through the year 2000:
1. Monitor Encina treatment plant flows on a monthly basis to determine actual
flow rates and to have an early warning of capacity problems.
IV. 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 the analysis of the adequacy of funding for plant
expansion. LCWD has programmed Capital Improvement funds to provide for needed
facilities.
Exhibit 31 on page 74 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.
73
FACILITY
WASTEWATER FACILITIES
1. Encina Outfall Upgrade
3. Encina Phase IV Expansion
4. Solids Management Program
TOTAL WASTEWATER COSTS
EXHIBIT 31
ZONE 12 -WASTEWATER FINANCING HATRIX AS OF 1/1/90
ESTIMATED
COST
$4,600,000
$13,983,000
$12,800,000
======:::::::::::a::
$31. 383. 000
TIMING
1994-1999
1989-1999+
1989-1999+
FIRST
Sewer Fees
Sewer Fees
Sewer Fees
FUNDING OPTIONS
SECOND THIRD NOTES
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 construction 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 12 is located in the
southern portion of Park District 4 as shown on Exhibit 32 on page 76.
A INVENTORY
1. Existini and Build Out Park Demand:
The projected population for Park District 4 comes from Exhibit 17 on
page 42.
Park District 4
Existing (1/1/90)
Build Out (2013)
Projected
Population
21,110
42,817
Performance
Standard
Park Demand
(acres)
63.33
128.45
Of this, the Zone 12 existing and projected build out population and
demand is:
Zone 12
Existing (1/1/90)
Build Out (1992)
75
Projected
Population
1,455
4,285
Performance
Standard
Park Demand
(acres)
4.37
12.86
CITY QUADRANT
Northwest
Northeast
Southwest
Southeast
* Macar'io Park
LA C05tA RRntH CD. .
1
2
3
4
GROWTH
MANAGEMENT
PROGRAM
76
• •
1a I
• •
Exhibit 3
• ARI< DISTRICT
Zone 1
2. Inventory of Existin1i Parle Facilities In Park District 4:
The inventory of existing parks listed below was approved on July 17, 1989
by the Parks and Recreation Commission. The locations of these parks are
shown on Exhibit 33 on page 78. These are the following:
Community Parks
La Costa Canyon
Stagecoach
TOTAL
Special Use Areas
Cadencia
El Fuerte
La Costa Hewits
Elementary
(Levante Elem.)
La Costa Meadows
Elementary 14
(Fuerte Elem.)
TOTAL
Active
Active
~
Active
Active
Active
Active
Ownership
City
City
Ownership
City
City
EUESD
SMUSD
12.34
28.00
40.34
2.00
3.60
5.40
2.00
13.00
In addition, the adopted 1988 Parks Agreement Supplement between BCE
Development and the City of Carlsbad (C.C. Reso. 88-52) guarantees the
dedication of 35 acres of park land and $2,241,265 for the construction of
19.48 acres of additional parks in Park District 4 within a five year period.
This dedication of land and the guarantee to construct additional acreage will
allow park supply to conform with the adopted performance standard. The
adopted 1989-90 to Build Out Capital Improvements Plan shows 28 acres of
Alga Norte Park scheduled and funded for construction within five years
(1990-91).
13 An existing joint use agreement between the City of Carlsbad and the Encinitas
Union Elementary School District (EUESD) is contained in Appendix 4.
14 An existing joint use agreement between the City of Carlsbad and the San Marcos
Unified School District (SMUSD) is contained in Appendix 4.
77
..,_._.17
LEGEND
■ Existing Community
Park
□ Future Community Park
• Existing Special Use
Area
O Future Special Use
Area
La
6
I • • --··---
□ arrillo Ranch
• • I • •
• La Costa Can on
NOTE: Facllty 1GCa11ona .. approximate. ~ LA cDStR RA1 IOI CD. Souttleast Quadrant f Park District 4
GROWTH Exhibit 33
MANAGEMENT ePARK LOCATIONS
78
3.
4.
Community Parks
Alga Norte Park Active
TOTAL EXISTING FACILITIES
Ownership
City
Inventmy of Projected Future Park Facilities:
~
28.00
81.34
An inventory of projected park facilities was approved by the Parks and
Recreation Commission on July 17, 1989. The locations of these parks are
shown on Exhibit 33 on page 78. The following parks are listed in the
inventory but not scheduled within five years in the adopted Capital
Improvements Plan:
Community Parks ~ Ownership ~
Macario Park Active City 25.00
Alga Norte Park Active City 7.00
Carrillo Ranch Active City 18.78
TOTAL PROPOSED FUTURE FACILITIES 50.78
Projected Build Out Adequacy/Inadequacy of Park Facilities:
81.34 acres of existing park facilities can be applied toward meeting the
adopted parks performance standard. The 50. 78 acres of projected future
park facilities are proposed facilities per the City's adopted Parks Inventory.
Assuming these proposed facilities are scheduled and funded for construction
prior to build out, the projected build out adequacy /inadequacy of park
facilities in Park District 4 is as follows:
Existing Facilities
Proposed Future Facilities
Total Build Out Park Facilities
Park District 4 Build Out Demand
Projected Park District 4
Adequacy /Inadequacy
79
81.34
50.78
132.12 acres
128.45
3.67acres
B. PHASING
Exhibit 34 on page 81 shows Park District 4 supply and demand based on Park
District 4 population projections. This exhibit shows that existing park facilities
conform with the performance standard in Park District 4.
The adopted 1989-90 to Build Out Capital Improvements Program identifies $3.05
million for construction of approximately 18.5 acres of Leo Carrillo park in 1994-
99 +. The City currently owns 10.28 acres of land designated for the development
of Carrillo Park. It is assumed that the additional acreage will be dedicated· in the
future by the owners of Zones 17 and 18.
C. ADEQUACY FINDINGS
Park District 4 currently conforms with the adopted performance standard. The
existing demand for park facilities as of January 1, 1990 is 63.33 acres. The total
park district acreage available within five years to meet the existing performance
. standard is 81.34 acres. Therefore, park facilities will continue to meet the parks
demand in Park District 4. The yearly monitoring program will assure that the
adopted performance standard is complied with through build out.
As a part of the 81.34 acres available within five years, 28.0 acres of Alga Norte Park
is included. The approved Capital Improvements Plan shows funding for this site
beginning in 1990-91 (i.e. within five years). This acreage is needed prior to January
1, 1993, in order to continue to meet the adopted performance standard. In the
event that the yearly monitoring program shows that the adopted performance
standard is not being met in 1993 or at any time, residential development in Zone
12 and Park District 4 will be stopped until the City Council takes action to construct
additional park facilities. With the proposed mitigation, Park District 4 conforms
with the adopted performance standard through build out.
III. MfflGATION
A SPECIAL CONDmONS FOR ZONE 12:
1. The property owners of Zone 12 shall comply with the existing parks
agreement between the City of Carlsbad and Fieldstone/La Costa Associates,
dated March 3, 1988, and any amendments thereto. Currently, this agreement
contains the following provisions:
a. The secured dedication by Fieldstone/La Costa Associates of 35.0 acres
of Alga Norte Park at a location to be determined acceptable to the
City, including acceptable access to the park site subject to the
approval of the City Engineer.
80
EXHIBIT 34
ZONE 12 -PHASING OF PARK FACILITIES -PARK OISTR!Cf 4
LOCAL FACILITIES HANAGEHENT ZONES
OWELLING UNITS 'ADOPTED LFHP DWELLING UNIT AND POPULATION ANALYSIS I ADEQUACY ANALYSIS
STATUS
NOTES:
EXISTING I (1)
PROPOSED
(5)
(6)
BUILD OUT
YEAR
(AS OF 1/1)
1990 I
1990
1991
1992
1993
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
2014
6-SE
(2)
6999
252
249
100
113
80
81
50
50
50
50
50
50
50
50
40
40
40
40
40
40
40
25
20
20
8LO OUT
10
0
11
(3)
954
0
117
432
510
375
275
240
240
207
164
81
BLO OUT
12
(4)
5B9
0
350
350
350
95
BLD OUT
17
0
18
1 I
YEARLY
ADOPTED
PHASED ou·s
8,543
252
716
882
973
550
356
290
290
257
214
131
50
50
50
40
40
40
40
40
40
40
25
20
20
0
TOTAL
ADOPTED
PROJECTED
Du's
8,543
8,543
8,795
9,511
10,393
11. 366
11,916
12.272
12.562
12,652
13,109
13,323
13,454
13,504
13,554
13,604
13.644
13,684
13,724
13,764
13,804
13,844
13,884
13,909
13.929
13,949
YEARLY
ADOPTED
POPULATION
INCREASE
21,110
623
1,769
2,179
2,404
1,359
880
717
717
635
529
324
124
124
124
99
99
99
99
99
99
99
62
49
49
0
TOTAL
ADOPTED
POPULATION
SE SE
PARKS PARKS ADEQUACY/
DEMAND SUPPLY (INADEQUACY)
(ACRES) (ACRES) (ACRES)
21.110 I 63.33 81.34 18.01
21. 110 63.33 81.34 18.01
21. 732 65.20 81.34 16.14
23,502 70.51 81.34 10.83
25,681 77 .04 81.34 4.30
28,085 84.26 81.34 (2.92)
29,444 88.33 91.62 3.29
30,324 90.97 91.62 0.65
31,041 93.12 91.62 (1.50)
31. 757 95.27 91.62 (3.65)
32,392 97. 16 91.62 (5.56)
32,921 98. 76 132 .12 33.36
33,245 99.73 132.12 32.39
33,368 100.11 132 .12 32.01
33,492 100.48 132 .12 31.64
33,615 100.85 132 .12 31.27
33.714 101.14 132 .12 30.98
33,813 101. 44 132 .12 30.68
33,912 101. 74 132.12 30.38
34,011 102.03 132 .12 30.09
34,110 102.33 132 .12 29. 79
34,209 102.63 132.12 29.49
34,307 102.92 132 .12 29.20
34,369 103 .11 132.12 29.01
34,419 103.26 132 .12 28.86
34,468 103.40 132.12 28.72
-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------TOTAL 8,619 3,595 1,734 13,949 13,949 34,419
-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------NOTES: (1) 28.0 acres of Alga Norte Park to be constructed per the 1989-90 CIP.
(2) Source -Zone 6 LFHP updated to 1/90 per city staff.
(3) Source -Zone 11 LFHP updated to 1/90 per city staff.
(4) Source -Zone 12 LFHP updated to 1/90 per city staff.
(S) 10.28 acres to be constructed per the 1989-90 CIP.
(6) 8.5 acres of Carrillo Park, 7.0 acres of Alga Norte Park and 25 acre credit for Hacario Canyon Park to be constructed per the 1989-90 CIP.
81
b. Provide a letter of credit or some other secured financing acceptable
to the City in the amount of $2,435,000 guaranteeing the construction
of 19.48 acres of park land, from a financial institution and upon terms
and conditions acceptable to the Finance Director and City Attorney,
at the time this agreement is executed
c. Provide for the operating expenses for the park.
d The Parks Agreement must be consistent with the requirements of the
City's Growth Management Program.
e. If any reimbursements and/or park-in-lieu fee credits are to be given,
the Parks Agreement shall provide a mechanism to do so.
2. At any time the parks performance standard is not complied with within Park
District 4, no further residential development will be allowed in Park District
4 or Zone 12.
B. POTENTIAL ADDmONAL SOURCES OF PARK ACREAGE
In addition to the community parks and special use areas listed in the existing and
projected inventory, the City of Carlsbad could possibly enter into joint use
agreements with the appropriate school districts when the following schools are
constructed:
Potential Estimated
Special Use Areas ~ Ownership Acres
Elementary School No. 3 Active EUESD 25
Mision Estancia Elementary Active EUESD 25
La Costa High Active SDHSD 10.0
La Costa Junior High Active SDHSD 7.0
TOTAL 22.0
It is not proposed that these schools be used towards fulfilling the parks requirement_
in the southeast quadrant. It is however, acknowledged that these schools, when
operational, could become special use areas upon written joint use agreements
between the respective school district and the City of Cadsbad.
82
-IV. FINANCING
The City's approved Capital Improvement Program contains the following funding for park
facilities in Park District 4:
Parle Project
Alga Norte
(19.48 acres)
Alga Norte
(15.52 acres)
Alga Norte
Community Center
Leo Carrillo Park
(18.78 acres)
Macario
(25.0 credit)
-1990-91
$2,241,26515
1991-92 1993-99 1999+
$1,000,000 $805,000
$1,500,000
$2,075,000 $977,500
$7,000,000
The 19.48 and 15.52 acres of Alga Norte Park and the 10.28 acres of Carrillo can be used
to meet the adopted performance standard because they are scheduled within five years in
the adopted 1989-90 to Build Out CIP. These improvements will be financed by means of
a combination of the existing Parks Agreement and Public Facilities Fees. The Parks
agreement was first entered into between the City and BCED in 1982, prior to the initiation
of the Growth Management Program. The agreement was amended in 1988 to ensure that
Park District 4 would meet the adopted Parks Performance Standard (C.C. Resolution No.
88-52).
As amended, the agreement guarantees the dedication of 35 acres of park land and
$2,241,265 for the construction of 19.48 acres of additional parks in Park District 4 within
a five year period from the execution of the Parks Agreement. This dedication of land· and
the guarantee to construct additional acreage will allow the park supply to conform with
the adopted performance standard.
The amended Parks Agreement defines the specific park-in-lieu credits and other, if any,
reimbursements to be received by BCE Development. The adopted 1989-90 to Build Out
Capital Improvement Program identifies $317,500 per year, for reimbu~ement to BCE
Development, to begin in 1992-93 and to be paid in full after June 30, 2002.
15 This cost estimate reflects an increase in the per acre cost to develop park land as
well as guarantee that the park will be operational on schedule to meet the
performance standard.
83
Exhibit 35 on page 85 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.
84
FACILITY AMOUNT
PARK FACILITIES -PARK DISTRICT 4
1. LANO ACQUISITION
-Alga Norte Park 35.0 ac
2. CONSTRUCTION
-Alga Norte Park 15.52 ac
19.4B ac
-Alga Norte Conmunity
Center NA
-Leo Carrillo Park 10.2B ac
8.52 ac
-Hacario 25 ac
TOTAL PARKS COSTS
CIP Budget: 90'-91' $2,241,265 (Alga Norte)
91'-92' $1,000,000 (Alga Norte)
'93-'94 $205,000 (Carrillo)
Balance Forward $25,000 (Hacario)
)
EXHIBIT 35
ZONE 12 -PARK FINANCING MATRIX AS OF 1/1/90
ESTIMATED
COST
$5,16B,OOO
Sl, ooo, ooo
$B05,000
$2,241.265
$1,500,000
$2,075,000
$977,500
$7,000,000 =======:===::=
$20.766. 765
TIMING
19B9
1991
1999
1990
1999+
1993-99
1999+
1999+
I FIRST
Developer
Dedicates w/
Future PIL Fee
Credit/Reimbursement
City -PFF
City -PFF
Developer w/
future reimbursement
City -PFF
City -PFF
City -PFF
City -PFF
FUNDING OPTIONS
SECOND
1994-'99 $1,B70,000 (Carrillo)
THIRO
1999+ $7,000,000 (Hacarlo); $B05,000 (Alga Norte)
Notes: (1) All credits and future reimbursements are part of the revised Parks agreement with the La Costa Ranch Co.
85
)
NOTES
PIL -Park-in-
Lieu
( 1)
--DRAINAGE FACILITIES
I. PERFORMANCE STANDARD
Drainage facilities must be provided as required by the City concurrent with development.
II. FACILITY PLANNING AND ADEQUACY ANALYSIS
Zone 12 is located within the Batiquitos Lagoon Watershed. The storm water in Zone 12
flows through storm drains, man-made channels and natural drainage ways in open space
areas to the Encinitas Creek. This creek, in turn, flows into the Batiquitos Lagoon. Exhibit
36 on page 88 shows the drainage sub-basins within Zone 12.
The information contained in this report was extracted from the "Master Drainage Plan for
the City of Carlsbad, California," June, 1980, prepared by VfN Southwest. The Master
Plan sets forth the comprehensive local drainage system necessary to meet the long term
needs of the City and should be used as a tool in planning for future improvements.
Appendix A-5 of this plan includes a map delineating Zone 12 on the Master Drainage
Plan.
In addition to the Master Drainage Plan, supplemental information was obtained from a
-HEC-1 hydrological study prepared by Rick Engineering dated August 19, 1988 and two
separate HEC-Il hydraulic studies prepared by Rick Engineering dated September 2, 1988
and Hunsaker and Associates dated July 17, 1989.
The City's Master Drainage Plan is currently being revised. The revised Plan will address
facility and fee requirements within Zone 12. Although major changes in facilities are not
expected, drainage area fees may be established. Fees were not established by the current
Master Plan because the facilities were under the jurisdiction of the San Diego County
Flood Control District prior to incorporation into the City of Carlsbad in July, 1986.
As indicated in the Citywide Facilities and Improvements Plan, drainage is distinguished
from all other public facilities and improvements because by its very nature it is more
accurately assessed 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.
86
A. INVENTORY
1. Existin& Facilities
The existing major drainage facilities 18 currently within Management Zone 12
are shown on Exhibit 36 on page 88 and are as follows:
Existin& Facilities within Zone 12
Facility
Desi~ation Facility ~ Location
1 Storm Drain 48" RCP17 Rancho Santa Fe
2 " 42" RCP "
3 " 30" RCP( dbl) "
4 " 30" RCP II
5 " 24" RCP(dbl) II
6 Box Culvert 2' X 4' "
7 Storm Drain 30" & 36" RCP Santa Fe Ridge
8 " 30" CMP18 Olivenhain Road
9 " 30" CMP "
10 " 30" RCP II
11 " 24" RCP(dbl) "
12 Box Culvert DBL 5'x 6' El Camino Real
13 · Storm Drain 24" RCP II
16 Major storm drain pipes are defined to be pipes with a diameter of 30-inches or
larger. See lett~r from City of Carlsbad (October 16, 1986) contained in Appendix
A-5.
17 Reinforced concrete pipe.
18 Corrugated metal pipe.
87
--
)
®
ZONE 23
LR [05tR RRncH co.
~
I• ;: .
I \ i
l j. ! ~ .
·I: • I'.
\ ~, .
~ • .._ y ·-·-·~--a--(~ Dbl 24" RCP
.. (y ~
:;,.,-pnrACP
·-•-•;-•, ZONE 5
--1-
A:i::::::::::::=:=:Jl"'..... ~•;-:._---
-■.... ---
• SANT A FE GLENS
--···· Exist Detention· Basin
---Proposed Pipe
'"-.J Proposed Inlet
0 Proposed Outlet
Faclllty Number
-. GRoWru-=·· -----------· ------Exhibif-36
MANAGEMENT---•EXISTING & PROPOSED MAJOR WATERSHED FACILITIES PROGRAM------. . -·----. zone-12
2. Proposed Build Out Facilities within Zone 12:
The proposed major drainage facilities for the ultimate build out of Zone 12
as determined by the recent HEC-1 and HEC-11 studies are shown on Exhibit
36 on page 88, and are as follows:
Facility
Designation
A
B
C
D
E
F
Facility Description
A 36" storm drain facility carrying water from Santa Fe
Glens through La Costa SW I to Olivenhain Road.
A 48" storm drain facility carrying water past a proposed
road crossing in the north central portion of Zone 12.
A 54" storm drain facility carrying water past a proposed
road crossing north of the riparian area in Zone 12.
A detention/ desiltation facility north of future Calle
Barcelona in the western portion of the zone.
A double barrel 42" storm drain facility carrying water
from the detention/desiltation facility to the northeast
comer of Calle Barcelona and El Camino Real.
A double 6 by 5 foot box culvert extension of the existing
box culvert which currently carries water to the west side
of El Camino Real.
These facilities are consistent with the intent of Carlsbad's Master Drainage
Plan for South La Costa.
One minor modification to the City's Master Drainage Plan is proposed. The
Master Drainage Plan indicates a "debris basin" to be located at the northeast
comer of El Camino Real and Calle Barcelona. This type of structure may
not be appropriate since, at present, the City's policy is the detention of storm
water to existing ten-year flows with overflow allowances for 50-year and 100-
year storms. The debris basin specified in the Master Drainage Plan was not
intended to be used as a detention basin.
This plan proposes a detention/ desiltation facility to be located at the
northeast corner of El Camino Real and Calle Barcelona with an extension
to the existing double box culvert in El Camino Real. The
detention/ desiltation basin and box culvert will be designed to meet current
City of Carlsbad's standards.
89
In addition to the above facilities, the hydraulic studies prepared for this area
recommend the following facilities within Zone 12:
Facility
Desimation
G
H
I
J
K
Facility Description
A 30" storm drain facility carrying water across Calle
Barcelona in the western portion of the zone.
A 30" storm drain facility carrying water across Calle
Barcelona in central portion of zone.
A 30" storm drain facility connecting to the 48" storm
drain facility in the north central portion of Zone 12.
A 30" storm drain facility along the alignment of Calle
Barcelona carrying water across Rancho Santa Fe Road.
A 30" storm drain facility in the northwestern portion of
Zone 12.
It should be noted that the location and size of the proposed Management
Zone 12 storm drain facilities have been approximated only for the purpose
of this plan. The actual sizes and locations of these facilities will be defined
as the zone develops and the storm water runoffs are analyzed according to
current City standards.
3. Proposed Build Out Facilities Outside of Zone 12:
The current Master Drainage Plan does not recommend any improvements
to any of the major facilities outside of Zone 12. However, the drainage in
this area was not within the City of Carlsbad's jurisdiction at the time the
current Master Plan was prepared. The Master Plan is currently being
revised. The Master Plan update will evaluate the existing master drainage
facilities that serve Zone 12. If these facilities are deemed inadequate, the
Master Plan will propose a mitigation program.
The hydrology study prepared by Rick Engineering dated August 19, 1988 for
Encinitas Creek indicates two potential problem areas outside of Zone 12;
specifically the Olivenhain Bridge crossing of El Camino Real and the La
Costa Avenue Crossing. However, the report does not account for attenuated
flows from the proposed La Costa Southwest project in Zone 12 as indicated
in a hydrology report prepared for the proposed project by Dr. Howard
Chang, dated October, 1989. In addition, the impact of potential upstream
attenuation in Zone 11 and other tributary areas was not included in the
study. These alternatives should be analyzed in future studies prior to
90
determination of facility requirements for the Encinitas Creek Basin through
build out. Major drainage facilities will be constructed or upgraded as
development occurs so that conformance with the adopted performance
standard will be maintained.
B. PHASING
The approach ta.ken to establishing the watershed boundaries is based on ensuring
that needed facilities are in place prior to or commensurate with development.
Watershed boundaries are shown on Exhibit 37 on page 92 and correlate with the
natural drainage basins. There are four separate Watershed Areas, labeled A
through D, and thresholds for the major drainage facilities within each watershed
area can be easily established, thereby determining the appropriate mitigation
measures.
The watershed area boundaries allow for independent review and development for
the drainage facilities within each boundary. However, the City may require
drainage improvements outside of the watershed area boundaries if deemed
necessary to serve development.
C. ADEQUACY FINDINGS
In addition to the facilities identified by future drainage studies, 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 12 so that conformance with the adopted
performance standard will be maintained.
III. MITIGATION
Special Conditions
A All future development within Zone 12 shall be required to construct any
future Zone 12 storm drain facilities identified in the current Drainage Master
Plan and the revised Master Drainage Plan as determined by the City
Engiijeer. Any facilities necessary to accommodate future development must
be financially guaranteed prior to the recordation of a final map, issuance of
a grading or building permit, whichever occurs first for any development
requiring future storm drain facilities in Zone 12.
91
BATIOUITOS
LAGOON
LR costR RROCH [0.
S•11D.f'p,lnc-.
-.. ............ -6"-~
. _;·
', .
. --·•' ,·
92
GROW!-LJ.T.uH'----MANAGEMENT
-------~P__,__,ROGRAM
lAti'!.1,. FE m .. EUS
(h.1c1;n;iJ
_ . __ _ _ . _ _ _ Exiliiilt 37
•WATERSHED BOUNDARIES · ·· · --ion~ 12
B. Prior to the recordation of the first final map, issuance of a grading permit
or building permit, whichever occurs first for any specific development within
Zone 12, the developers of that project are required to:
1. Pay the required drainage area fee~ established in the current Master
Drainage Plan and;
2. Enter into an agreement to pay any drainage area fees established in
the forthcoming revised Master Drainage Plan.
C. Prior to the recordation of any final map within Zone 12, a comprehensive
hydraulic study shall be completed to the satisfaction of the City Engineer.
This study shall include an analysis of the Encinitas Creek drainage basin
from Zone 11 all the way to Batiquitos Lagoon. The hydrologic analysis must
propose alternate forms of mitigating peak storm runoff flows to include a
possible flood attenuation action plan for the entire Encinitas Creek drainage
basin. If the subsequent study identifies existing major storm drain facilities
that currently fall below the performance standard, a financing program shall
be approved mitigating any deficient facility.
Financin&
This drainage study also benefits Zones 11 and 23. Therefore, when the
LFMP for Zone 23 is submitted to the City for review, the Drainage Section
should address a reimbursement agreement to the property owners within
Zones 11 and 12 who financed the drainage study.
D. 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 12, the developers are required to financially guarantee the
design and construction of the following storm drain facilities:
a. A 48" storm drain facility carrying water past a proposed road
crossing in the north central portion of Zone 12.
b. A 54" storm drain carrying water past a proposed road crossing
north of the riparian area in Zone 12.
c. A detention/ desiltation facility north of Calle Barcelona in the
western portion of the zone.
d. A double barrel 42" storm drain facility carrying water from the
detention/ desiltation facility to the northeast comer of Calle
Barcelona and El Camino Real.
93
e. A double 6 by 5 foot box culvert extension of the existing box
culvert which currently carries water to the west side of El
Camino Real.
f. A 30" storm drain facility carrying water across Calle Barcelona
in the western portion of the zone.
g. A 30" storm drain facility carrying water across Calle Barcelona
in central portion of zone.
h. A 30" storm drain facility connecting to the 48" storm drain facility in
the north central portion of Zone 12.
i. A 30" storm drain facility in the northwestern portion of Zone
12.
Financin!i!:
The cost of the proposed storm drains within Watershed A is
estimated to be $792,200. These drainage facilities are anticipated to
be financed by the developers of Watershed A
E. WATERSHED B
No special conditions.
F. WATERSHED C
1. Prior to the recordation of the first final map, issuance of a grading
permit or building permit, whichever occurs first within Watershed C
of Zone 12, the developers shall financially guarantee the design and
construction of the following drainage facilities:
a. A proposed 36" storm drain carrying water from Santa Fe Glens
through La· Costa SW I to Olivenhain Road.
b. A 30" storm drain facility along the alignment of Calle
Barcelona carrying water across Rancho Santa Fe Road.
Financin&:
The cost of the proposed 36" storm drain is estimated to be $120,000.
The cost of the proposed 30" storm drain is $58,000. These storm
drains are anticipated to be financed by the developers of Watershed
C.
94
Exhibit 38 on page 96 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.
95
)
EXHIBIT 38
ZONE 12 -DRAINAGE FINANCING HATRIX AS OF 1/1/90
---------------------------------------------~--------------------------------------------------------------------------------------------------------------
FACILITY AHOUNT
DRAINAGE FACILITIES
WATERSHED A:
2. 48" Storm Drain 230 LF
-Inlet/outlet I ea.
3. 54'' Storm Drain 100 LF -Inlet/outlet lea.
4. Oetentlon/Desiltatlon Basin
5. Double Barrel 42" Stom Drain 170 LF -Inlet/outlet 2 ea.
6. Double 6 x 5' box culvert 170 LF -Inlet only 1 ea.
7. JO" Storm Drain (western zone) 180 LF
8. JO" Storm Drain (central zone) 740 LF
9. 30" Stam Drain (n. central) 1,430 LF
10. 30" Stonn Drain (n.w. zone) 200 LF
WATERSHED C:
1. 36" Stana Drain 1,000 LF
2. 30" Storm Drain (eastern zone) 580 LF
SUBTOTAL
lOX Contingency
ESTIHATEO COST .
$34,500 $19,500
$17,000
$22,000
$220,000
$37,400
$40,000
$181,900
$21,500
$18,000
$17,400
$143,000
$20,000
$120,000
$58,000
$970,200
$97,020
--••======a:••
TOTAL DRAINAGE FACILITY COSTS $1,067,220
TIHING
Concurrent
w/ Development
Concurrent
w/ Development
Concurrent
w/ Development
Concurrent
w/ Development
Concurrent
w/ De~elopment
Concurrent
w/ De~elopment
I FIRST
Developers
of Watershed A
Developers
of Watershed A
Developers
of Watershed A
Developers
of Watershed A
Developers
of Watershed A "
Developers
of Watershed C ..
FUNDING OPTIONS
SECOND THIRD NOTES
LF -Lineal Feet
------------------------------------------------------------------------------------------------------------------------------------------------------------
------------------------------------------------------------------------------------------------------------------------------------------------------------
96
CIRCULATION FACILITIES
I. 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
is when twenty percent or more of the traffic generated.by the Local Facilities 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 12 conforms to
the adopted performance standard. It will also address all circulation element road segments
and intersections outside of Zone 12 impacted by twenty percent or more of the traffic
generated by Zone 12 to ensure conformance with the adopted performance standard.
This section is based on the ''Traffic Analysis for Zone 12 Growth Management Plan" report
prepared by Weston Pringle and Associates, dated September 8, 1989. In order to
determine the transportation related impacts which are likely to result from land uses within
Zone 12 and to develop the off-site transportation improvements phasing plan, Weston
Pringle and Associates obtained and evaluated existing traffic flow data for the area.
Projections for future short-term and long-term traffic flow were provided by the San Diego
Association of Governments (SANDAG) in their City of Carlsbad Constrained General
Plan Use Traffic Forecast of August 29, 1986.
A. INVENTORY
1. Circulation Element Roads Within Zone 12
As shown on Exhibit 39 on page 99, Zone 12 is bounded by El Camino Real,
Olivenhain Road, and Rancho Santa Fe Road. El Camino Real is currently
constructed as a four lane prime arterial and Olivenhain as a two lane prime
arterial. Rancho Santa Fe Road construction varies from two to six lanes.
Circulation element roadways to be built in Zone 12 include the following:
Road Segment
El Camino Real
north zone boundary
to Olivenhain Road
Classification
Prime Arterial
97
-I
Road Segment
Olivenhain Road
from El Camino Real
to Rancho Santa Fe Road
Rancho Santa Fe Road
from Olivenhain Road
to north zone boundary
Calle Barcelona
from El Camino Real to
Rancho Santa Fe Road
These roadways are shown on Exhibit 39 on page 99.
Oassification
Prime Arterial
Prime Arterial
Secondary Arterial
2. 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 12 traffic using
them. Exhibits 40 through 43 show the estimated percentage of traffic leaving
Zone 12, impacted road segments and intersections for 1990, 1995, 2000 and
build out. The road segments and intersections that are impacted by Zone
12 are as follows:
Road Segments
El Camino Real
La Costa Avenue -Olivenhain Road
Rancho Santa Fe Road
Melrose North -Olivenhain Road
Rancho Santa Fe Road
Olivenhain Road -south city boundary
Olivenhain Road
El Camino Real -Rancho Santa ·Fe Road
Calle Barcelona
El Camino Real -Rancho Santa Fe Road
La Costa Avenue
El Camino Real -I-5
98
Classification
Prime
Arterial
Prime
Arterial
Major
Arterial
Prime
Arterial
Secondary
Arterial
Major
Arterial
)
LEGEND:
-PRIME ARTERIAL -EXISTING
MAJOR ARTERIAL -EXISTING
SECONDARY ARTERIAL -EXISTING
PRIME ARTERIAL -PROPOSED
MAJOR ARTERIAL -PROPOSED
SECONDARY ARTERIAL -PROPOSED
) )
RANCHO LA COSTA
CITY OF ENCINITAS
Zone 12
I
1 ' • costn nnnc1~ to. --=Gn=o=w=y=",.-------------------=~e~x"m'"'iie1~Tu3w9
~m--------..M~A~N~A~G~El-!M~Eh:N..;_I":_-__ --~~~=~========----CIRC~~y~~ \-=c;Jt-4-'--.,,.._,.ssoe-""'-■---;~-~-g-_ ---------99-------------------~pnnHQGRAM ------------=~
Intersections
Rancho Santa Fe Road/Melrose Avenue North
Rancho Santa Fe Road/La Costa Meadows Drive
Rancho Santa Fe Road/Questhaven Road
Rancho Santa Fe Road/Melrose Avenue South
Rancho Santa Fe Road/La Costa Avenue
Rancho Santa Fe Road/Camino de los Coches
Rancho Santa Fe Road/Calle Barcelona
Rancho Santa Fe Road/Olivenhain Road
El Camino Real/La Costa Avenue
El Camino Real/Levante Street
El Camino Real/Calle Barcelona
El Camino Real/Olivenhain Road
La Costa Avenue/1-5 Northbound Ramps
La Costa Avenue/1-5 Southbound Ramps
100
-
LEGEND
15'1, DISTRIBUTION PERCENTAGES 0 IMPACTED INTERSECTIONS
EXISTING
.PROPOSED
1 q rastR RRntl1 CO.
101
HORTH
PALOMAR
\
GROWTH
MANAGEMENT
PROGRAM
----
)
\
-------
RANCHO LA COSTA
ZONE 12
OLIVEHHAIN
EXHIBIT 40
YEAR 1990 DIRECTIONAL DISTRIBUTION
, __ _,ZQNE-U
LEGEND
15'1. DISTRIBUTION PERCENTAGES 0 IMPACTED INTERSECTIONS
EXISTING
PROPOSED
l11 rnstR nr:1ncu ca.
PALOMAR
NORTH
102
LEUCADIA
GROWTH
MANAGEMENT
PROGRAM
--
\
------
RANCHO LA COSTA
ZONE 12
EXHIBIT 41
YEAR 1995 DIRECTIONAL DISTRIBUTION ZONE 12
LEGEND
15'!(, DISTRIBUTION PERCENTAGES 0 IMPACTED INTERSECTIONS
EXISTING
PROPOSED
LI~ taStA RAOCI-I CO.
PALOMAR
103
\
-------------------
RANCHO LA COSTA
ZONE 12
OLIVEHHAIN
LEUCADIA
GROWTH EXHIBIT 42
MANAGEMENT YEAR 2000 DIRECTIONAL DISTRIBUTION
_______ P~R=O=G~R~A~M,_ ____________________ ~Z~ONE12
LEGEND
1H, DISTRIBUTION Pl!RCENTAGES
0 IMPACTED INTERSECTIONS
EXISTING
PROPOSED
l.-. CDStR RROCH CO.
· PALOMAR
NORTH
]04
LEUCADIA
GROWTH
MANAGEMENT
PROGRAM
\
------
RANCHO LA COSTA
ZONE 12
OLIVEHHAIH
EXHIBIT 43
BUILDOUT DIRECTIONAL DISTRIBUTION ZON 2
-
B. PHASING
The Carlsbad Arterial Phasing Plan outlines a proposed roadway system and
intersection geometrics for the years 1990, 1995, 2000 and build out conditions. 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 discussed in
Appendix A-6.
The purpose of this analysis is to evaluate impacted road segments and intersections
serving Zone 12 and to 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 1991
Improvements needed prior to 1995
Improvements needed prior to 1998
Improvements needed prior to 2000
Improvements needed prior to Build Out
The phasing schedule noted above shall not limit needed traffic improvements at 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 12. In accordance with the adopted
performance standard, the existing and proposed traffic facilities within and
surrounding Zone 12 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. If a facility is
determined to fail to meet the standard, a mitigation program will be discussed more
thoroughly later in this report.
The Oty 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
105
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 level of service (A-
F) for 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 12 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 detailed analysis is used to more accurately project 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 conditions, the year 1991 plus Zone 12, the year 1995
plus Zone 12, the year 2000 plus Zone 12, and build out have been analyzed. The
level of service for impacted roadways and intersections are indicated and, if needed,
recommended circulation improvement needs are identified.
It should be noted that since Leucadia Boulevard may or may not be existent
between El Camino Real and 1-5 by the year 1995, and beyond, two analyses are
included for the years 1995 and beyond. Accordingly, this study will consider the
transportation network need under the two conditions:
Scenario A: Leucadia Boulevard extension · non-existent in 1990, but assumed
completed in 1995.
Scenario B: Leucadia Boulevard non-existent, even to development build out.
1. Existin~ Volumes and Capacity (Scenario A and B)
Both existing and 1991 projected conditions for Scenario Bare the same as
for Scenario A because Leucadia boulevard was not assumed constructed until
1995.
106
-
Therefore, the existing roadway volumes and capacity of impacted road
segments are as follows:
VOLUME/
CAPACITY
VOLUME/ DAJLy<O RATio+
CAPACITY CAPACITY LOS 12>
DAILY DAILY10 RATIO+ WITH WITH
LOCATION VOLUME CAPACITY LOS12> IMPROV. IMPROV.
El Camino Real:
La Costa to Levante 24 000<3> 44,450 0.54/A
Levante to Olivenhain 24:200<3> 44,450 0.54/A
Rancho Santa Fe Roadi
Melrose North to
La Costa Meadows 21,20013> 22,230 0.95/E 44,450 0.48/A
La Costa Meadows to
Questhaven 21,20013> 22,230 0.95/E 44,450 0.48/A
Questhaven to
La Costa 18,300131 22,230 0.82/D 44,450 0.41/A
La Costa to
Camino de Los Coches 19, 70014) 44,450 0.44/A
Camino de Los Coches to
Calle Barcelona 19, 70014) 66,670 0.30/A
Calle Barcelona to
OL ivenhain 19,700(4) 66,670 0.30/A
Olivenhain to south
city boundary 10,240 22,230 0.46/A
Olivenhain Road:
EL Canino to
Rancho Santa Fe 19,50015) 22,230 0.88/D 44,450 0.44/A
La Costa Avenue:
EL Camino to
I-5 Freeway 34,30013) 22,230 1.54/Fu;>
(1) Based upon LOSE
(2) LOS -Level of Service
(3) 1989 cou,ts conducted by the City of Carlsbad
(4) 1986 cou,ts coq,iled by SANDAG coq,ou,c:lecl yearly at three percent for 1989 projections.
(5) 1989 cou,t conducted by Traffic Cou,ts, Inc. at the r~t of Weston Pringle and Associates.
(6) See peak hour analysis for this road segment on page 108.
107
The level of service for intersections impacted by Zone 12 under existing
conditions are as follows:
INTERSECTION
Rancho Santa Fe Rd. & Melrose Ave. Northm
Rancho Santa Fe Rd. & La Costa Meadows Drive
Rancho Santa Fe Rd. & Questhaven Road
Rancho Santa Fe Rd. & Melrose Ave. South121
Rancho s-,ta Fe Rd. & La Costa Ave
Rancho s-,ta Fe Rd. & C•fno de loa Coches
Rancho Santa Fe Rd. & Calle Barcelona
Rancho Santa Fe Rd. & Olivenhain
El Ca11ino Real & La Costa Avenue
El C•ino Real & Levante Street
El C•ino Real & Calle Barcelona<21
El C.ino Real & Olivenhain Rd.
La Costa Avenue & 1•5 Northbound Raqia
La Costa Avena & 1·5 Southbound Raaipa
(1) ICU· Intersection Capacity Utilization
LOS• Level of Service
(2) Intersection not existing at this tim.
l""L~Qlrn
AN Pe■k e!! esat
0.81/D 0.77/C
0.74/C 0.67/8
0.67/1 0.72/C
NA NA
0.53/A 0.56/A
0.26/A 0.26/A
0.28/A 0.30/A
0.49/A 0.47/A
0.75/C 0.69/8
0.33/lf 0.51/A
NA NA
0.56/A 0.75/C
0.71/C 0.61/8
0.94/E 0.91/E
(3) Melrose Avena north extension forming a "T"·Intersection into Rancho Santa Fe Road
Although the 1-5 Interchange at La Costa Avenue is not entirely within the
Carlsbad Jurisdiction, the City Council has taken action to correct this facility
shortfall. On February 23, 1988, the City Council allocated the existing Bridge
and Thoroughfare Benefit District funds and pledged future funds for the
improvement of the 1-5 /La Costa Avenue Interchange. This dedication of
funds guaranteed the specific improvement needed to bring this intersection
into conformance with the City's performance standard.
This analysis shows that the road segment of La Costa Avenue from 1-5 to El
Camino Real to Olivenhain Road may currently operate at unacceptable
levels of service with two lanes. In accordance with City's "Guidelines and
Instructions for the Preparation of Local Facilities Management
Transportation Studies," a peak hour analysis is necessary for La Costa
Avenue from 1-5 to El Camino Real. The results are as follows:
Roadway LQS
La Costa Avenue
1-5 to El Camino Real C
108
-
-
2.
From peak hour analysis, this road segment is projected to operate at an
acceptable level. With the above improvements to Rancho Santa Fe Road
and Olivenhain Road, all impacted roadways and intersections are operating
at adequate levels of service to meet the adopted performance standard for
Scenario A and B.
1991 Traffic Volumes and Capacity (Scenario A and B)
The level of service for road segments impacted by Zone 12 in 1991 are as
follows:
VOLUME/
CAPACITY
VOLUME/ DAILY(I) RATlo+
CAPACITY CAPACITY LOS121
DAILY DAILY 111 RATlo+ WITH WITH JMPROV
LOCATION VOLUME CAPACITY LOS121 IMPROV. IMPROV. YEAR
La Costa to Levante 27,400 44,450 0.62/A
Levante to
Calle Barcelona 27,300 44,450 0.61/A
Calle Barcelona to
Olivenhain 26,900 44,450 0.61/A
Rancho Santa Fe Road:
Melrose North to
La Costa Meadows 23,300 22,230 1 .05/F 44,450 0.52/A 1990
La Costa Meadows to
Questhaven 23,300 22,230 1.05/F 44,450 0.52/A 1990
Questhaven to
La Costa 23,400 22,230 1.05/F 44,450 0.53/A 1990
La Costa to
Camino de Los Coches22,400 44,450 0.50/A
Camino de los Coches to
Calle Barcelona 22,300 66,670 0.33/A
Calle Barcelona to
Ol ivenhain 22,100 66,670 0.33/A
Olivenhafn to south
city boundary 14,340 22,230 0.65/B
Ol fvenhain Road:
El Camino to
Rancho Santa Fe 22,000 22,230 0.99/E 44,450 0.49/A 1990
Celle B!!CE!lona:
West of El Camino 2,700 33,340 0.08/A
West of Rancho Santa Fe 100 33,340 0.01/A
La Costa Avenuei
El Camino to
I-5 Northbound Raq> 29,230 22,230 1.35/FCll
(1) Based upon LOSE
(2) LOS -Level of Service
(3) See peak hour analysis for this road segaent on page 110.
109
The level of service for intersections impacted by Zone 12 in the year 1991
are as follows:
I NTERSECTJON
Rancho Santa Fe Rd. & Melrose Ave. North131
Rancho Santa Fe Rd. & La Costa Meadows Drive
Rancho Santa Fe Rd. & Cluesthaven Road
Rancho Santa Fe Rd. r. Melrose Ave. South'21
Rancho Santa Fe Rd. Ir La Costa Ave
R~ Santa Fe Rd. Ir C•ino de los Coches
Rancho Santa Fe Rd. r. Calle Barcelona
Rancho Santa Fe Rd. & Oliven,ain Rd.
El C•ino Real r. La Costa Avenue
El C•ino Real r. Levante Street
El Ca11ino Real & Calle Barcelona
El C•ino Real & 0liven,ain Rd.
La Costa Avenue & 1-5 Northbouid R~
La Costa Avenue & 1-5 Southbouid R~
(1) ICU -Intersection Capacity Utilization
LOS· Level of Service
(2) Intersection not existing at this ti•.
ICUll.9§< 11
AM Peak PM Peak
0.88/D 0.78/C
0.80/C 0.72/C
0.65/8 0.73/C
NA NA
0.60/A 0.62/8
0.30/A 0.32/A
0.32/A 0.34/A
0.57/A 0.53/A
0.64/8 0.63/8
0.38/A 0.54/A
0.34/A 0.49/A
0.52/A 0.61/8
0.76/C 0.66/8
0.86/D 0.86/D
(3) Melrose Avenue north extension fonning a •r0 -lntersection into Rancho Santa Fe Road.
As in the existing analysis, this analysis shows that La Costa Avenue from
1-5 to El Camino Real may operate at unacceptable levels of service with
two through lanes in 1991. In accordance with City's "Guidelines and
Instructions for the Preparation of Local Facilities Management
Transportation Studies," a peak hour analysis is necessary for La Costa
Avenue from 1-5 to El Camino Real. The results are as follows:
Roadway
La Costa Avenue
1-5 to El Camino Real C
From peak hour analysis, this road segment is projected to operate at an
acceptable level in 1991. With the above improvements to Rancho Santa Fe
Road and Olivenhain Road, all impacted roadways and intersections are
projected to operate at acceptable levels of service in 1991 to meet the
adopted performance standard for Scenario A and B.
110
t
C
C
3.
LOCATION
1m
Scenario A -with Leucadia Boulevard extension
As shown below, the road segments of La Costa Avenue from 1-5 to El
Camino Real and Rancho Santa Fe Road from Olivenhain to the south city
boundary are projected to operate at unacceptable levels ·of service in 1993:
DAILY
VOLUME
DAILY<o
CAPACITY
VOLUME/
CAPACITY
RATIO+
LOS12>
DAILY<o
CAPACITY
WITH
IMPROV.
VOLUME/
CAPACITY
RATIO+ Los<2>
WITH
IMPROV.
IMPROV
YEAR
La Costa Avenue:
From 1-5 to
El Camino Real 43,000 22,230 1.93/F 44,450 1993
Rancho santa Fe Road:
Olivenhain to south
city boundary 25,800 22,230 1.16/F(l)
(1) Based upon LOSE
(2) LOS -Level of Service
(3) See peak hour analysis for this road segment below.
As shown above, La Costa Avenue may operate at an unacceptable level of service at
the build out width (four lane major arterial) in 1993. In addition, Rancho Santa Fe
Road from Olivenhain to the south city boundary is projected to operate at an
unacceptable level of service with two lanes in 1992. In accordance with City's
"Guidelines and Instructions for the Preparation of Local Facilities Management
Transportation Studies," a peak hour analysis is necessary for La Costa Avenue from
1-5 to El Camino Real and Rancho Santa Fe Road from Olivenhain south to the city
boundary. The results are as follows:
Roadway LoS
La Costa Avenue
1-5 to El Camino Real A
Rancho Santa Fe Road
Olivenhain to south city boundary C
From peak hour analysis, these road segments are projected to operate at an
acceptable level in 1993.
111
4. 122~ Traffic V Qlume5 and Ca12aci~ -
ScenariQ A -with Leucadia BQulevard extensiQn
The level of service for road segments impacted by Zone 12 traffic in 1995 for
Scenario A are as follows:
VOLUME/
CAPACITY
VOLUME/ DAILY<o RAT~~ CAPACITY CAPACITY ~ DAILY DAILYC11 RATIO+ WITH Hill ~ LOCATION ~ CAPACITY LOSW IMPROV. IMPROV. YEAR
EL Camino Real:
La Costa to Levante 28,700 44,450 0.65/B
Levante to
Calle Barcelona 28,900 44,450 0.65/B
Calle Barcelona to
Ol ivenhain 29,700 44,450 0.67/B
Rancho Santa Fe Road:
Melrose North to
La Costa Meadows 43,800 44,450 0.99/E 66,670 0.66/B 1993
La Costa Meadows to
Questhaven 43,800 44,450 0.99/E 66,670 0.66/B 1993
Questhaven to
Melrose South 47,800 44,450 1.08/F 66,670 0.72/C 1993 ,,,-. Melrose South to
La Costa 47,700 44,450 1.01/F 66,670 0.67/B 1993
La Costa to
Camino de Los Coches60,700 44,450 1.37/F 66,670 0.94/ECJ> 1992
Camino de los Coches to
Cal le Barcelona 59,700 66,670 0.90/ECJ>
Calle Barcelona to
Ol ivenhain 56,700 66,670 0.85/D131
Olivenhain to south
city boundary 30,610 22,230 1.38/FCJ>
Olivenhain Road:
El Camino to
Rancho Santa Fe 45,600 44,450 1.03/F 66,670 0.68/B 1993
Calle Barcelona:
West of El Camino 7,700 33,340 0.23/A
West of Rancho Santa Fe9,400 33,340 0.28/A
(1) Based upon LOSE
(2) LOS· Level of Service
(3) See peak hour analysis for these road segments an page 113.
112
C
The level of service for intersections impacted by Zone 12 in the year 1995
for Scenario A are as follows:
INTERSECTION
Rancho Santa Fe Rd. & Melrose Ave. North<2>
Rancho Santa Fe Rd. & La Costa Meadows Drive
Rancho Santa Fe Rd. & Questhaven Road
Rancho Santa Fe Rd. & Melrose Ave. South
Rancho Santa Fe Rd. & La Costa Ave.
Rancho Santa Fe Rd. & Camino de Los Coches
Rancho Santa Fe Rd. & Calle Barcelona
Rancho Santa Fe Rd. & Olivenhain Rd.
El Camino Real & La Costa Avenue
El Camino Real & Levante Street
El Camino Real & Calle Barcelona
El Camino Real & Olivenhain Rd.
(1) ICU -Intersection Capacity Utilization
LOS· Level of Service
AH Peak
0.79/C
0.76/C
0.61/B
0.60/A
0.50/A
0.55/A
0.64/B
0.74/C
0.61/B
0.39/A
0.50/A
0.58/A
ICU£LOS< 11
PM Peak
0.83/D
0.75/C
0.74/C
0. 76/C
0.90/D
0.86/D
0.79/C
0.90/D
0.84/D
0.51/A
0.63/B
0.81/D
(2) Melrose Avenue north extension forming a "T"·lntersection into Rancho Santa Fe Road.
Rancho Santa Fe Road from Melrose Avenue North to Camino de los Coches
will require upgrading from four to six lanes in the year 1995. With six
through lanes and intersection improvements, this analysis projects that the
Rancho Santa Fe Road segment from La Costa Avenue to Olivenhain may
operate at an unacceptable level of service in 1995. Rancho Santa Fe Road
from Olivenhain to the south city boundary is projected to operate at an
unacceptable level of service with two lanes in 1995.
In accordance with the City's "Guidelines and Instructions for the Preparation
of Local Facilities Management Transportation Studies," a peak hour analysis
is necessary for Rancho Santa Fe Road from La Costa Avenue to the south
city boundary. The results are as follows:
Roadway
Rancho Santa Fe Road
La Costa Avenue -Olivenhain Road
Olivenhain Road -south city boundary
!&S
A
D
From peak hour analysis, these road segments are projected to operate at an
acceptable level in 1995.
113
C ..
C
c·
It should be noted that Calle Barcelona will be built concurrent with
development within Zone 12. Its use is projected to be primarily by future
Zone 12 residents and development of Calle Barcelona before build out of
the zone in 1994 will not lessen the impacts on Olivenhain Road.
With the extension of Leucadia Boulevard from El Camino Real to 1-5 and
the above improvements to El Camino Real, Rancho Santa Fe Road, and
Olivenhain Road, including intersection improvements, all intersections and
roadway segments are projected to operate at acceptable levels of service in
the year 1995 to meet the adopted performance standard.
Scenario B -without Leucadia Boulevard extension
The level of service for road segments impacted by Zone 12 traffic in 1995
for Scenario B are as follows:
VOLUME/
CAPACITY
VOLUME/ DAIL Yeo RATIO+
CAPACITY CAPACITY Los<2>
DAILY DAIL Yeo RATIO+ WITH WITH
LOCATION VOLUME CAPACITY LOS<2> IMPROV. IMPROV.
El Camino Real:
La Costa to Levante 36,200 44,450 0,81/D 66,670 0.54/A
Levante to
Calle Barcelona 36,200 44,450 0.81/D 66,670 0.54/A
Calle Barcelona to
Ol ivenhain 34,900 44,450 0.79/C
Rancho Santa Fe Road:
Melrose North to
La Costa Meadows 43,800 44,450 O.99/E 66,670 O.66/B
La Costa Meadows to
Questhaven 43,800 44,450 O.99/E 66,670 O.66/B
Questhaven to
Melrose South 47,800 44,450 1 .08/F 66,670 0.72/C
Melrose South to
La Costa 47,700 44,450 1.01/F 66,670 0.67/B
La Costa to
Camino de los Coches58,800 44,450 1.32/F 66,670 0.94/E
Camino de los Coches to
Calle Barcelona 55,700 66,670 0,84/D
Calle Barcelona to
Ol ivenhain 52,000 66,670 0.78/C
Olivenhain to south
City Bou,dary 30,610 22,230 1.38/F<3>
Olivenhain R2!Sli
El Camino to
Rancho Santa Fe 40,800 44,450 0.92/E 66,670 0.61/B
Calle Barcelona:
West of El Camino 7,700 33,340 0.23/A
west of Rancho Santa Fe9,400 33,340 O.28/A
La Costa Avenue:
EL Camino to
I-5 Freeway 47,200 44,450 1 ,06/F 66,670 0.71
(1) Based upon LOSE
(2) LOS -Level of Service
(3) Same results as peak hour analysis on page 113.
114
~-
With the Alga Road extension north to Poinsettia Lane, Poinsettia Lane
extended east to 1-5, and improvement to the Rancho Santa Fe
Road/Questhaven intersection, all roadway segments and intersections are
projected to operate at acceptable levels of service in the year 1990.
The level of service for intersections impacted by Zone 12 in the year 1995
for Scenario B are as follows:
INTERSECT[ ON
Rancho Santa Fe Rd. & Melrose Ave. North'21
Rancho Santa Fe Rd. & La Costa Meadows Drive
Rancho Santa Fe Rd. & Questhaven Road
Rancho Santa Fe Rd. & Melrose Ave. SOUth
Rancho Santa Fe Rd. & La Costa Ave.
Rancho Santa Fe Rd. & Camino de los Caches
Rancho Santa Fe Rd. & Calle Barcelona
Rancho Santa Fe Rd. & Olivenhain Rd.
El C..fno Real & La Costa Avenue
El C•fno Real Ir Levante Street
El C11111ino Real & Calle Barcelona
El C11111ino Real & Olivenhain Rd.
La Costa Avenue & 1·5 Northbouid R...-
La Costa Avenue Ir 1·5 Southbouid Raq111
(1) ICU• Intersection Capacity Utilization
LOS· Level of Service
I !i!.!l~Q.1111
AM Peak PM Peak
0.79/C 0.83/D
0.76/C 0.75/C
0.61/8 0.74/C
0.60/A 0.76/C
0.51/A 0.90/D
0.54/A 0.81/D
0.69/8 0.81/D
o.n1c 0.85/D
0.66/8 0.88/D
0.51/A 0.65/8
0.58/A 0.79/C
0.58/A 0.77/C
0.81/D 0.77/C
0.62/8 o.n1c
(2) Melrose Avenue north extension for11fr1g a 11r■·lntersection into Rancho Santa Fe Road.
The primary difference between Scenario Band Scenario A for 1995 is that
the road segments of El Camino Real between La Costa Avenue and Levante
Street, and between Levante Street and Calle Barcelona will need to be
improved to three lanes in each direction to obtain acceptable operating
conditions. La Costa Avenue, from 1-5 to El Camino Real is projected to
require three lanes in each direction to operate acceptable. All intersections
will operate under acceptable conditions in 1995.
115
C
5.
Scenario A and B
As shown below, the road segment of Rancho Santa Fe Road from Olivenhain south
to the city boundary is projected to operate at an unacceptable level of service in
1998 under peak hour analysis:
VOLUME/
CAPACITY
RATIO+
Los<2>
LOCATION
DAILY
VOLUME
DAILY<o
CAPACITY
VOLUME/
CAPACITY
RATIO+
LOs<2>
DAILY<n
CAPACITY
WITH
IMPROV.
WITH
IMPROV.
IMPROV
YEAR
Rancho Santa Fe Road:
From Olivenhain to south
city boundary 32,9600 2/3600 0.92E 4tnoo 0.46/A<J> 1998
(1) Based upon LOSE
(2) LOS -Level of Service
(3) See peak hour analysis for this road segment below.
With construction of two additional lanes to major arterial standards, Rancho Santa Fe
Road from Olivenhain to the south city boundary is projected to operate at an
acceptable level of service in 1998.
115-A
6. 2000 Traffic Volumes and Capacities
Scenario A -with Leucadia Boulevard extension
The level of service for road segments impacted by Zone 12 traffic in the year
2000 for Scenario A are as follows:
VOLUME/ DAILY<tl RATIO+
CAPACITY CAPACITY Los<2l
DAILY DAILY<ll RATIO+ WITH WITH
LOCATION VOLUME VOLUME LOS<2l IMPROV. IMPROV.
El Camino Real:
La Costa to Levante 33,000 44,450 0.74/C
Levante to
Calle Barcelona 33,000 44,450 0.74/C
Calle Barcelona to
Ol ivenhain 33,700 44,450 0.76/C
Rancho Santa Fe Road:
Melrose North to
La Costa Meadows 50,100 66,670 0.75/C
La Costa Meadows to
Questhaven 50,100 66,670 0.75/C
Questhaven to
Melrose South 50,100 66,670 0.75/C
Melrose South to
C La Costa 51,500 66,670 0.77/C
La Costa to
Camino de Los Coehes 62,900 66,670 0.94/E<Jl
Camino de Los Coches to
Calle Barcelona 67,300 66,670 1.01/F<J>
Calle Barcelona to
Olivenhain 64,500 66,670 0.97/E<Jl
Olivenhain to south
city bou'ldary 33,940 44,450 0.76/C
Ol ivenhain Road:
El Camino to
Rancho Santa Fe 51,900 66,670 0.78/C
Cal le Barcelona:
West of El Camino 7,800 33,340 0.23/A
West of Rancho Santa Fe 10,000 33,340 0.30/A
(1) Based upon LOSE
(2) LOS· Level of Service
(3) See peak hour analysis for these road segments on page 117.
116
-
The level of service for intersections impacted by Zone 12 in the year 2000
for Scenario A are as follows:
INTERSECTION
RW!Cho Santa Fe Rd. r. Melrose Ave. North<21
RW!Cho Santa Fe Rd. & La Costa Meadows Drive
RW!Cho Santa Fe Rd. & Questhaven Road
Rancho Santa Fe Rd. & Melrose Ave. South
Rancho Santa Fe Rd. & La Costa Aven»
Rancho Santa Fe Rd. & C.ino de los Caches
Rancho Santa Fe Rd. & Calle Barcelona
Rancho Santa Fe Rd. & Olivenhain Rd.
El C•ino Real & La Costa Avenue
El C•ino Real & Levante Street
El CB111ino Real & Calle Barcelona
El CBlllino Real & Olivenhain Rd.
(1) ICU· Intersection Capacity Utilization
LOS· Level of Service
I ClllbOSw
AM Peak PM Peak
0.89/D 0.87/D
0.71/C 0.64/8
0.53/A 0.63/8
0.51/A 0.79/C
0.58/A 0.86/D
0.60/A 0.77/C
0.70/8 0.90/D
0.73/C 0.87/D
0.62/8 0.85/D
0.42/A 0.55/A
0.53/A 0.67/8
0.61/8 0.90/D
(2) Melrose Avenue north extension fon1ing a •r•-lntersection into Rancho Santa Fe Road.
As discussed in the 1995 roadway analysis, the Rancho Santa Fe Road
segments between La Costa Avenue and Camino de los Coches may operate
at unacceptable levels of service in 2000.
In accordance with the City's "Guidelines and Instructions for the Preparation
of Local Facilities Management Transportation Studies," a peak hour analysis
is necessary for Rancho Santa Fe Road from La Costa Avenue to Olivenhain
Road. The results are as follows:
Roadway LQS
Rancho Santa Fe Road
La Costa Avenue -Olivenhain Road
From peak hour analysis, these road segments are projected to operate at an
acceptable level with intersection improvements. Therefore, all impacted
roadways and intersections are operating at adequate level of service in 2000
to meet the adopted performance standard.
117
All intersections and roadway segments will operate at acceptable levels of
service in the year 2000 to meet the adopted performance standard.
Scenario B -without Leucadia Boulevard extension
The level of service for road segments impacted by Zone 12 traffic in the year
2000 for Scenario B are as follows:
LOCATION
El Camino Real:
La Costa to Levante
Levante to
Calle Barcelona
Calle Barcelona to
Olivenhain
Rancho Santa Fe Road:
Melrose North to
La Costa Meadows
La Costa Meadows to
Questhaven
Questhaven to
Melrose South
Melrose South to
DAILY
VOLUME
41,600
41,600
39,700
50,100
50,100
50,100
La Costa 51,500
La Costa to
Camino de Los Coches 65,500
Camino de Los Coches to
Calle Barcelona 62,400
Calle Barcelona to
Olivenhain 59,100
Olivenhain Road to south
City boundary 23,940
Olivenhain Road:
El Canino to
Rancho Santa Fe
Calle Barcelona:
49,700
West of El Camino 7,800
West of Rancho Santa Fe 10,000
La Costa Avenue:
El Cmino to
J-5 Freeway
(1) Based upon LOSE
53,800
(2) LOS -Level of Service
DAILY111
VOLUME
66,670
66,670
44,450
66,670
66,670
66,670
66,670
66,670
66,670
66,670
94,450
66,670
33,340
33,340
66,670
118
VOLIIIE/
CAPACITY
RATIO+
LOS121
0.62/8
0.62/8
0.89/D
0.75/C
0.75/C
0.75/C
0.77/C
0.98/E
0.94/E
0.89/E
0.76/C
0.75/C
0.23/A
0.30/A
0.81/D
DAILYC11
CAPACITY
WITH
IMPROV.
66,670
RATIO+
LOS121
WITH
IMPROV.
0.60/A
The level of service for intersections impacted by Zone 12 in the year 2000 for
Scenario B are as follows:
INTERSECTION
Rancho Santa Fe Rd. ' Melrose Ave. North121
Rancho Santa Fe Rd., La Costa Meadows or;ve
Rancho Santa Fe Rd.' Questhaven Road
Rancho Santa Fe Rd.' Melrose Ave. South
Rancho Santa Fe Rd., La Costa Avenue
Rancho Santa Fe Rd., C•ino de los Coches
Rancho Santa Fe Rd., Calle Barcelona
Rancho Santa Fe Rd. & ol;venhain Road
El ca11;no Real & La Costa Avenue
El C811ino Real, Levante Street
El C•;no Real, Calle Barcelona
El C811;no Real' Olivenhain Rd.
La Costa Averue, I-5 Northbound Raq,s
La Costa Avenue, 1-5 Southbound Raq,s
(1) ICU -Intersection Capacity Util izat;on
LOS -Level of Service
Ilr!,!l!.2!111
AN Peale PM Peak
0.89/D 0.87/D
0.71/C 0.64/8
0.53/A 0.63/8
0.51/A 0.79/C
0.61/8 0.87/D
0.59/A 0.74/C
0.65/8 0.85/D
0.70/8 0.82/D
0.64/8 0.83/D
0.55/A o.n,c
0.62/8 0.85/D
0.64/8 0.86/D
0.54/D 0.81/D
0.71/C 0.82/D
(2) Melrose Avenue north extens;on fon11ing a "T"·Intersection into Rancho Santa Fe Road.
(3) Rancho Santa Fe Rd. north extension for11ing a 11T•-1ntersect;on into Melrose Avenue.
The primary difference between Scenario B and Scenario A in the year 2000
is that the road segment of El Camino Real between Calle Barcelona and
Olivenhain Road will need to be improved to six lanes. With these
improvements all road segments and intersections will operate at acceptable
levels of service in the year 2000 under Scenario B.
119
C
(
(
7. Build Out Conditions
Scenario A -with Leucadia Boulevard extension
The level of service for road segments impacted by Zone 12 traffic at build
out for Scenario A are as follows:
CAPACITY
VOLUME/ DAILY<1l RATIO+
CAPACITY CAPACITY LOS 12>
DAILY DAILY<1l RATIO+ WITH WITH
LOCATION VOLUME VOLUME LOS<2> IMPROV. IMPROV.
El Camino Real:
La Costa to Levante 50,400 44,450 1.13/F 66,670 0.76/C
Levante to
Calle Barcelona 44,400 44,450 0.99/E 66,670 0.67/B
Calle Barcelona to
Ol ivenhain 45,600 44,450 1.03/F 66,670 0.68/B
Rancho Santa Fe Road:
Melrose North to
La Costa Meadows 57,600, 66,670 0.86/0
La Costa Meadows to
Questhaven 55,600 66,670 0.83/D
Questhaven to
Melrose South 52,800 66,670 0.79/C
Melrose South to
La Costa 48,500 66,670 o.n1c
La Costa to
Camino de los Coches 45,400 66,670 0.68/B
Camino de los Coches to
Calle Barcelona 46,700 66,670 0.70/B
Calle Barcelona to
Ol ivenhain 35,200 66,670 0.52/A
Olivenhain to south
city boundary 31,820 44,450 o.n1c
Olivenhain Road:
El Camino to
Rancho Santa Fe 33,800 66,670 0.51/A
cal le Barcelona:
West of El Camino 14,600 33,340 0.43/A
West of la,cho Santa Fe 9,900 33,340 0.30/A
(1) Based upon LOSE
(2) LOS -Level of Service
120
IMPROV
_lliE_
2005
2007
2006
--
The level of service for intersections impacted by Zone 12 at build out for
Scenario A are as follows:
ICl.1£1,0Srn
INTERSECTION AM Peek PM Peek
Rancho Santa Fe Rd. & Melrose Ave. North111 0.80/C 0.85/D
Ra,cho Santa Fe Rd. & La Coste Meadows Drive 0.71/C 0.74/C
Ra,cho Santa Fe Rd. & Questhaven Road 0.76/C 0.87/D
Ra,cho Santa Fe Rd. & Melrose Ave. South 0.58/A 0.69/8
Ra,cho Santa Fe Rd. & La Costa Avenue 0.50/A 0.86/D
Ra,cho Santa Fe Rd. & C•ino de los Caches 0.47/A 0.71/C
Ra,cho Santa Fe Rd. & Celle Barcelona 0.45/A 0.75/C
Rancho Santa Fe Rd. & Olivenhain Rd. 0.70/8 0.84/D
El Cc111ino Real & La Costa Avenue 0.89/D 0.80/C
El Cc111ino Real & Levante Street 0.74/C 0.85/D
El C•ino Reel & Calle Barcelona 0.89/D 0.81iD
El C•ino Real & Olivenhain Rd. 0.86/D 0.69/8
(1) ICU· Intersection Capacity Utilization
LOS· Level of Service
(2) Melrose Avenue north extension for111ing a •r•-lntersection into Rancho Santa Fe Road.
With the improvements to El Camino Real including intersection
improvements, all roadways and intersections are projected to operate at
acceptable levels of service at build out.
Two road segments on Rancho Santa Fe Road between Melrose Avenue
North and Questhaven are projected to operate at Levels of Service below
C. It should be noted however, that intersection operations during the AM
and PM peak hours are the critical path for acceptable road operations. The
intersections of Rancho Santa Fe and Melrose North, La Costa Meadows
Drive, Questhaven, and Melrose South are projected to operate at acceptable
operating conditions during the AM and PM peak hours.
In addition, SANDAG projections for these road segments indicate they will
operate at acceptable levels of service at build out of the region. The reason
for this is that traffic projections and road segments assumptions for this
analysis are not the same as the SANDAG build out analysis. Projected
volumes in this analysis are based on the traffic projections for Local Facilities
Management Zones 11, 12, Encinitas traffic volumes, three percent growth
per year, and assumed roads. However, The SANDAG build out model
considers all road segments anticipated to be built along with the land uses
as a completed system. Therefore, this model accounts for the trip diversion
which will occur when the road system is complete at build out. (See
121
discussion of adjusted SANDAG model in Appendix A-6). Since the
SANDAG model is more comprehensive and indicates that conditions are
acceptable at build out, no additional lanes are required.
Scenario B -without L&ucadia Boulevard extension
The level of service for road segments impacted by Zone 12 traffic at build
out for Scenario B are as follows:
CAPACITY
VOLUME/ DAILYrn RATID+
CAPACITY CAPACITY LOSCll
DAILY DAILYCII RATID+ WITH WITH
LOCATION VOLUME VOLUME LOSCll IMPROV. IMPROV.
U Camino Reali
La Costa to Levante 58,700 66,670 0.88/D
Levante to
Calle Barcelona 50,700 66,670 0.76/C
Calle Barcelona to
Olivemain 45. 100 66,670 0.68/8
Rancho Santa Fe Roadi
Melrose North to
La Costa Meadows 58,600 66,670 0.88/D
La Costa Meadows to
Questhaven 56,600 66,670 0.85/D
Questhaven to
Melrose South 52,800 66,670 0.79/C
Melrose South to
La Costa 49,500 66,670 0.74/C
La Costa to
c-ino de los Caches 43,400 66,670 0.65/1
c-ino de los Caches to
Calle Barcelona 44,400 66,670 0.67/1
Calle Barcelona to
Olivemain 31,800 66,670 0.48/A
glfvemain Rgsi
El C•ino to
Rancho Santa Fe 27,600 66,670 0.41/A
~•l(e !l!rcel!!!li
West of El C•ino 14,600 33,340 0.43/A
West of Rancho Santa Fe 9,900 33,340 0.30/A
~a Costa Avenuei
El C•no to I-5 Fl"'eeway59,200 66,670 0.89/D
(1) Based upon LOSE
(2) LOS -Level of Sel"'Vice
122
,-
The level of service for intersections impacted by Zone 12 at build out for
Scenario B are as follows:
1'1.!£~121' 11
INTERSECTION AM Peak PM Peak
Rancho Santa Fe Rd. I Melrose Ave. North 121 0.75/C 0.72/C
Rancho Santa Fe Rd. & La Costa Meadows Drive 0.80/C 0.75/C
Rancho Santa Fe Rd. I Questhaven Road 0.66/B 0.80/C
Rancho Santa Fe Rd. & Melrose Ave. South 0.59/A 0.75/C
Rancho Santa Fe Rd. & La Costa Av.,._ 0.69/B 0.88/D
Rancho Santa Fe Rd. & CMfno de los Coches 0.42/A 0.76/C
Rancho Santa Fe Rd. I Calle Barcelona 0.54/A o.n,c
Rancho Santa Fe Rd. & Olivenhain Rd. 0.70/B 0.78/C
El Ca111ino Real & La Costa Avenue 0.84/D 0.87/D
El CMino Real & Levante Street 0.88/D 0.86/0
El Ca111ino Real & Calle Barcelona 0.79/C 0.83/D
El C•ino Real & Olivenhain Rd. 0.52/A 0.64/B
La Costa Avenue & I·S Northbouid R...-0.74/C 0.81/D
La Costa Avenue & I·S Southbouid R~ 0.56/A 0.789/C
(1) IaJ -Intersection Capacity Utilization
LOS -Level of Service
(2) Melrose Avenue north extension forming a "T"·lntersection into Rancho Santa Fe Road.
The primary difference between Scenario A and B at build out is that four
road segments are projected to operate at Levels of Service below C at build
out, however, all intersections are operating at acceptable levels of service.
7. Summazy of Differences between Scenario A and B
As stated earlier in this report, Leucadia Boulevard between El Camino Real
and the 1-5 freeway may or may not be existent in the year 1995 and beyond.
This road segment is not within the City of Carlsbad jurisdiction. Therefore,
the Zone 12 traffic analysis has considered traffic conditions for the future
both with and without the Leucadia Boulevard extension. The two conditions
are referred to in this chapter:
Scenario A:
Scenario B:
Leucadia Boulevard extension non-existent in 1990, but
assumed completed in 1995.
Leucadia Boulevard non-existent, even to development
build out.
123
(
In summary, preliminary analysis shows that without Leucadia Boulevard
extension, the El Camino Real road segment between La Costa Avenue and
Levante will operate at unacceptable levels of service at six lanes at build out.
In addition, the current General Plan designates La Costa Avenue as a four
lane arterial. Without extension of Leucadia Boulevard, this road is projected
to require widening to six lanes prior to build out. It is therefore evident that,
should Leucadia Boulevard not be extended, monitoring of traffic conditions
will become increasingly important as Zone 12 and the surrounding area
develop so that proper mitigation measures can be implemented.
The City of Encinitas General Plan currently shows Leucadia Boulevard
extending from El Camino Real to 1-5 prior to build out. Therefore the
mitigation contained in this Local Facilities Management Plan is based on
projected conditions under Scenario A (Leucadia Boulevard extended in 1995
and beyond). In addition, this plan will require that the developer of Zone
12 prepare a traffic study to evaluate future traffic conditions with and without
Leucadia Boulevard prior to the recordation of the Phase Il final map for
Arroyo La Costa. The developers of Zone 12 will be required to implement
any mitigation required by the future study. Together with the City's
monitoring program, this will ensure that compliance with the adopted
performance standard is maintained through build out.
The following is a summary of the major differences between the two
scenarios:
1220
No differences.
The following road segments show different requirements for analysis under
Scenario A and Bin 1995:
Road Seifient Scenario A Scenario B
El ('.amino Real
La Costa -Levante 4 lanes 6 lanes
Levante -Calle Barcelona 4 lanes 6 lanes
La Costa Avenue
El Camino Real -1-5 Not impacted 6 lanes
1228
No differences.
124
--
The following road segments show different requirements under Scenario A
and B for the year 2000:
Road Semient
El Camino Real
La Costa -Levante
Levante -Calle Barcelona
Calle Barcelona-Olivenhain
La Costa Avenue
El Camino Real -1-5
2ll.lO
Scenario A
4 lanes
4 lanes
4 lanes
Not impacted
Scemµio B
6 lanes
6 lanes
6 lanes
Unacceptable
operating
oonditions with
6 lanes
The following road segments and intersections show different requirements
under Scenario A and B for build out:
Road SelW}ent
El Camino Real
La Costa Ave. -Levante St.
La Costa Avenue
El Camino Real -1-5
Intersections
Rancho Santa Fe/
Melrose Ave. North
(Melrose forms "T')
Rancho Santa Fe/
La Costa Avenue
125
Scenario A
Acceptable
operating
conditions
with 6 lanes
Not impacted
2 northbound
left tum
lanes
2 westbound
thru lanes
0 southbound
right tum
lanes
Scenario B
Unacceptable
operating
conditions
with 6 lanes
Unacceptable
operating
conditions
with 6 lanes
3 northbound
left tum
lanes
4 westbound
thru lanes
1 southbound
right tum
lane
Intersections
El Camino Real/
La Costa Avenue
El Camino Real/
Levante
III. MmGATION
Special Conditions
Scenario A
3 southbound
thru lanes
2 eastbound
left tum
lanes
0 southbound
right tum
lanes
Scenario B
4 southbound
thru lanes
3 eastbound
left tum
lanes
1 southbound
right tum
lanes
The proposed mitigation is divided into the categories established under the phasing portion
of this section. It should be understood that all cost estimates presented in this plan are
preliminary in nature and will need further refinement as the actual scope of wor~ utility
needs and right-of-way dedications are determined.
A An on-going monitoring program shall be established to evaluate the aspects of
improvemen~ 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 recordation of the Arroyo La Costa Phase II final map, the developer shall
prepare a traffic study to evaluate future traffic conditions with and without Leucadia
Boulevard. The developers of Zone 12 will be required to implement any mitigation
required by the future study to the satisfaction of the City Engineer.
C. Prior to recordation of the first final map, issuance of grading permit or building
permit, whichever occurs first, within Zone 12, a comprehensive financing program
guaranteeing construction of the following circulation improvements shall be
approved:
1. IMPROVEMENTS NEEDED NOW
a. Rancho Santa Fe Road
Three road segments from Melrose Avenue North to La Costa Avenue shall
be constructed to include the following improvements:
1. Complete grading of Rancho Santa Fe Road to ultimate right-of-way
width to prime arterial standards;
126
-
2. Construction of four through lanes, two in each direction including a
fully landscaped median;
3. Intersection signalization as required to meet traffic warrants by the
City Engineer.
Completion Date -1990
Estimated Cost -s12,ooo,ooo
b. Olivenhain Road
Olivenhain Road between El Camino Real and Rancho Santa Fe Road shall
be constructed to include the following: ·
1. Complete grading for four lane interim improvement;
2. Construction of interim four lanes;
3. Intersection improvements at El Camino
Real/Olivenhain intersection.
Completion Date -1990
Estimated Cost -$1,500,000
2. IMPROVEMENTS NEEDED BY 1991
a. EI Camino Real/Calle Barcelona
Improvements to the intersection of El Camino Real and Calle Barcelona.
Completion Date -1991 ·
Estimated Cost -(included in cost estimates for Calle Barcelona, 1995)
3. IMPROVEMENTS NEEDED BY 1993
a. La Costa Avenue
La Costa Avenue between El Camino Real and 1-5 northbound on-ramps shall
be constructed to include the following:
1. Complete grading to ultimate right-of-way width to major arterial
standards;
127
2. Construction of one additional through travel lane in each direction;
Completion Date -1993
Estimated Cost -$5,000,000
4. IMPROVEMENTS NEEDED BY 1995
a. Rancho Santa Fe Road
Rancho Santa Fe Road from Melrose Avenue North to Camino de los Coches
shall be constructed to include the following:
1. Complete grading to ultimate right-of-way width to prime arterial
standards;
2. Construction of four through travel lanes, two in each direction to
include intersection improvements including a fully landscaped meeting;
Completion Date -1995
Estimated Cost -$42,000,000
b. Olivenhain Road
Olivenhain Road from El Camino Real to Rancho Santa Fe Road shall be
constructed to include the following:
1. Construction of six through travel lanes, three in each direction to full
prime arterial standards;
2. Improvement of the Olivenhain Road intersections with El camino
Real and Rancho Santa Fe Road.
Completion Date -1995
Estimated Cost -$8,700,000
c. . Calle Barcelona
Calle Barcelona from El Camino Real to Rancho Santa Fe Road shall be
constructed to include the following:
1. Complete grading to ultimate right-of-way width;
2. Construction of two through travel lanes in each direction;
128
(
(
C
This requirement is needed concurrent Phase II of the Arroyo La Costa
project in Zone 12. For purposes of this analysis, it is assumed to in place
prior to 1994 (Zone 12 Build Out).
Completion Date -1995
Estimated Cost -$5,600,000
d. El Camino Real/La Costa Avenue
Improvement of the intersection of El Camino Real and La Costa Avenue.
Completion Date -1995
Estimated Cost -(included in cost estimates for La Costa Avenue, 1993)
5. IMPROVEMENTS NEEDED BY 1998
Rancho Santa Fe Road from Olivenhain Road to the southern Carlsbad City
boundary shall be constructed to include the following:
a. Complete grading to ultimate right-of-way width to major arterial
standards;
b. Construction of four through travel lanes, two in each direction, to
include intersection improvements and a fully landscaped median.
6. IMPROVEMENTS NEEDED BY 2000
No improvements needed.
7. IMPROVEMENTS NEEDED BY BUILD OUT
a BI Camino Real
El C-aroino Real between La Costa Avenue and Olivenhain Road shall be
constructed to include the following:
1. Complete grading to ultimate right-of-way width to prime arterial
standards;
2. Construction of six through travel lanes, three in each direction, to full
prime arterial standards;
3. Improvements of the intersections of El Camino Real and La Costa
Avenue, Levante Street, and Calle Barcelona.
129
(
C
IV. FINANCING
Completion Date -Build Out
Estimated Cost -$3,700,000
b. Rancho Santa Fe Road Intersections
Improvements to the intersections of Rancho Santa Fe Road and Melrose
Avenue North, Questhaven Road, Melrose South, La Costa Avenue, and
Calle Barcelona.
Completion Date -Build Out
Estimated Cost -(included in Rancho Santa Fe Road cost estimates, 1995)
Exhibit 44 on page 131 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.
130
FACILITY AMOUNT
CIRCULATION FACILITIES
EXHIBIT 44
ZOtlE 12 -CIRCULATION FINANCING KATRIX AS OF 1/1/90
ESTIHATED COST TIHING I FIRST
FUNDING OPTIONS
SECOND THIRD-NOTES
-----------------------------------------------------------------------------------------------------------------------------------------------------------------L. IHPROVEHENTS NEEDED NOW (1)-lncluded in
cost estimates for -Rancho Santa Fe Rd. fr/Melrose Calle Barcelona, Ave. north to la Costa Ave. 4 lanes $12,000,000 1990 Developer Hello Roos 1995.
-Ollvenhaln Rd fr/El Camino Real (Z)-11 .Jed In
to Rancho Santa Fe 4 lanes $1,500,000 "1990 Developer Mello Roos cost estimates for
la Costa Ave.,1993. z. IMPROVEMENTS NEEDED BY 1991
(3)-lncluded In -El Camino Real/ cost estimates for Calle Barcelona Intersection Full (I) Rancho Santa Fe Rd.
1995.
3. IMPROVEMENTS NEEDED BY 1993
-La Costa Ave. fr/El Camino
Real to 1-5 Northbound
On Ramps Full $5,000,000 1990 Developer Hello Roos
4. IMPROVEMENTS NEEDED BY 19~5
-Rancho Santa Fe Rd. fr/
Melrose Ave. North to Camino
De Los Coches Full $42,000,000 _995 Developer Hello Roos
-Ollvenhaln Rd fr/
El Camino Real to
Rancho Santa Fe Rd Full $8,700,000
-Calle Barcelona fr/
El Camino Real to
Rancho Santa Fe Rd. Full $5,600,000 1995 Developer
-El Camino Real/
la Costa Ave intersection Full (2)
5. IMPROVEMENTS NEEDED BY
BUILD OUT
-El Camino Real fr/ -n La Costa Ave to ..
01\venhaln Rd Full $3,700,000 Build Out Developer Hello Roos
-Rancho Santa Fe Rd.
Intersect Ions Full (3)
sz:ssaz:::sz:===
TOTAL CIRCULATION COST $78,500,000
131
FIRE FACILITIES
I. PERFORMANCESTANDARD
No more than 1500 dwelling units outside of a five minute response time.
II. FACILI'IY PLANNING AND ADEQUACY ANALYSIS
A INVENTORY
1. Inventozy of ExistinK Demand:
2.
A total of 175 existing dwelling units in Zone 6 are presently outside a five
minute response time from a fire station. Exhibit 45 on page 133 shows the
area outside of the five minute response time for this zones. The existing
developments outside_ the five minute response time are itemized in Appendix
A-7. A summary of fire demand is as follows:
Existing Units Outside Five
Minute Response
Performance Standard Unit Limit -
Existing Units Allowed Above
Performance Standard
Inventozy of Existin& Fire Facilities:
175
1,500
1,325
At the present time, Fire Station No. 2 and Temporary Station No. 6 serve
Zones 6, 11, and 12 within the southeast area of Carlsbad. Zone 10 is
currently served by Fire Stations 2 and 5, however, future development in
Zone 10 will be entirely within the five minute response time of Fire Station
No. 2. Zones 17 and 18 are not included in this analysis since they are served
by Fire Station No. 5.
Fire Station No. 2 is located at 1906 Arena! Road. Temporary Fire Station
No. 6 is located at 3131 Levante Street. Both stations are shown on Exhibit
45 on page 133. 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.
132
,,,....,. __ .,,,.
, .... , .--.:-s1..::.._ ~"!_ __ '·-./ ./ --. . . -. --.,,,.,,,.. r--·--i-··
City of
Vista
' A" ,/ vu~.. \ I I
-<.,_ 5 '-\.! :1 ! ' ~ ~ ' \.~ ___ _, l
' ~~ -~ ~/ ' /__::r-~~~:r~--L'--< 18 1 J-. \,..;... I ~ .. ~, C;ty )f
··7 \· ~/ I ·, ·, San ~,1arcos
I L~-r:JJ J \ I
/ _/ . ·,(.,,-~ :, !
\_:>/10 \ ·-, .. ~~~~
Fire Station +2 ·· _,,.,..--:;_,··7 = ,-_,;;.~"' ··~ .-''j .----~ -~ \ l // '9 V ', •. , ! ·~ .' • ~ ·--.., L.? ---~' -...__/ /~ r ~ . t·----
\ 1 ~-···••i~ -. '---._/
".. 6 \ I /
••••••• • I._ Temporary .
LEGEND
•. .,,-· -. .....__ · .. : .. _ ..... ......---# ," ---·---~ ~ / . . , ~ / -
e\ I . ·-
9\ A =. ·.
e Existing Fire Station -··--
5 MINUTE RESPONSE TIME;
• --• Station +2
••••• Temporary Station #6
& \ \ \~Area Outside Response Time
•••~1 of -·~ Encinitas • ... ' ----------
LR CDStR RRnCH CD. EXISTING
GROWTH Exhibit 45
p!zitnd,Jg NO SCALE
MANAGEMENT • ARE RESPONSE TIME
l PROGRAM Zone 12
133
--
3. Inventmy of Future Approved Facilities;
Fire Station No, 6
The City of Carlsbad originally purchased the current Fire Station No. 6 site
with the intent of constructing a permanent fire station. Since that time, it
has been determined that Rancho Santa Fe Road will be realigned to the
east 19• With this realignment, a suitable land transfer must take place to
provide the City with a permanent location for Fire Station No. 6.
The City of Carlsbad has entered into an agreement with BCE Development
which provided for construction of temporary facilities. The 1989-90 to Build
Out Capital Improvements Program shows $550,000 appropriated for the
design and construction of temporary Fire Station No. 6 as a part of the
agreement. In addition, this agreement provides for relocation of Fire Station
No. 6 to the future .Rancho Santa Fe Road alignment. A copy of this
agreement is contained in Appendix A-7.
B. PHASING
Fire Stations No. 2 and 6 will continue to provide fire support to Zone 12 until build
out. The City of Carlsbad and BCE Development have entered into an agreement
which guarantees funding for the relocation of Fire Station No. 6 to the permanent
location prior to build out.
Exhibit 46 on page 135 shows the five minute fire response time from Fire Station
No. 2 and the permanent location of Fire Station No. 6. As shown on this exhibit,
the five minute response time will extend entirely over Zones 6 and 10. In addition
it will extend over most of Zones 11 and 12. A total of approximately 1,021 dwelling
units will be outside the five minute response time of Fire Stations No. 2 and 6 at
build out as follows:
Manaw;ment Zone
11
12
Dwellin~ Units
615
406
1,021
19 City Council Resolution 9271 adopted October 10, 1987.
134
/1 City of
Vista
. ./ ............
C ~
6 s
' . . .. -~--. --·~·-· . LEGEND • ''--. ,_ . ._,___-----. / ---~-. -----~ ,. ----------\ . , / -
\ •• -:=:• •• . / e Existing Fire Station
C) Proposed Fire Station
5 MINUTE RESPONSE TIME:
---Station +2
. ~:!'"'~!~~· "' .. -..... ~--
l\\\'1::::0~u:s:de Response n:•-~irn:~~:~,~~s . --~\i~~
LR CDStR RRncl-f CD. PROPOSED
GROWTH Exhibit 46
pf-tiJTnhlg NO SCALE
MANAGEMENT • FIRE RESPONSE TIME
PROGRAM Zone 12
135
The performance standard allows up to 1500 dwelling units outside the fire response
time of any one fire station. Therefore, Zone 12 will meet the performance standard
at build out.
C. ADEQUACY FINDINGS
Zone 12 currently meets the adopted performance standard and will continue to
meet the adopted performance standard until build out.
III. MITIGATION
IV.
A SPECIAL CONDIDONS FOR ZONE 12
No special conditions.
FINANCING
The City of Carlsbad's 1989-90 to Build Out Capital Improvement Program shows $550,000
appropriated for the construction of Fire Station No. 6. Under the 1988 Fire Station
Agreement, the cost for the construction of the temporary fire station is reimbursable (not
to exceed $200,000) at the time the City would have built the station per the 1987-1992 CIP
(i.e. 1989-90). The cost of operating the station until the time the City would have operated
it is not reimbursable.
Exhibit 47 on page 137 shows a facility financing matrix for this facility. This matrix
summarizes the individual facility to be financed, its estimated cost and timing of
constructio~ the existing budgeted CIP monies available for the facility and the future
funding options.
136
FACILITY
FIRE FACILITIES
1. Fire Station No. 6
-Construction
and Equipment
AMOUNT
TOTAL FIRE COSTS
EXHIBIT 47
ZONE 12 -FIRE FINANCING MATRIX AS OF 1/1/90
ESTIMATED.
COST
$550,000
$550,000
TIMING
1988-89
I FIRST
City PFF w/ Developer
Reimbursement for
Relocation
CIP Budget: 1988-'89 Appropriated $550,000 (Fire Station No .. 6 and Apparatus) -SOURCE: PFF
Notes: (1) Details of financing agreement In 1988 Fire Station Agreement.
137
FUNDING OPTIONS
SECOND THIRD NOTES
(I)
OPEN SPACE FACILITIES
I. 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. FACILl1Y PLANNING AND ADEQUACY ANALYSIS
Exhibit 48 on page 139 shows graphically the existing and future performance standard open
space within Zone 12.
Performance standard open space consists of 1) developed open space areas within existing
and approved projects and 2) unconstrained undeveloped 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, floodway, 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. Inventmy of Open Space Demand:
The performance standard open space required to be provided for Zone 12
is 15 percent of the total land area that is exclusive of environmentally
constrained non-developable land. The total land area within Zone 12 that
falls under this definition is 556.13 acres20• Zone 12's build out performance
standard requirement for open space, therefore, is 83.42 acres.
The existing, approved and future performance standard open space demand
and supply is itemized in detail on Exhibit 49 on page 140.
20 See Exhibit 10 on page 29.
138
ZONE6
J •
•. ~. ---"\:r,:":IJl~;p;;,;~
~
ZONE 23
..
\
'
I
CITY Of ENCINITAS
t
I ' ·-\
I
; -· · ZOtE 11
f, .,1-;,,✓
./ /
EXISTING
FUTURE ...
"1/ \ OPEN SPACE /, .
-------~ I'
LEGEND:
Pl!RFOIIIIANCE
I
f!Mf@S{J
[v .. •· ... •·····•<<I
NON-PERFORMANCE
["<i:,)fj ...
EXHIBIT 49
ZONE 12 -INVENTORY OF PERFORMANCE STANDARD OPEN SPACE
-----------------------------------------------------------------------------------------------
EXISTING:
I
I
I
I
PERFORMANCE PERFORMANCE
STANDARD STANDARD
GEN PLAN PROJECT PROJECT OPEN SPACE OPEN SPACE ADEQUACY/ I
SUB-AREA PROJECT NUMBER ACRES DEMAND SUPPLY (INADEQUACY)!
--------------------------------------------------------------------------------------1 RLM-1
RLM-2
Ponderosa
Santa Fe Ridge
Santa Fe Ridge
RESIDENTIAL SUBTOTAL
OS-1
0S-2
0S-3
OS-4
OS-5
OS-6
OS-7
OS-8
OS-9
CT 73-18
CT 83-16
CT 83-16
GENERAL PLAN OPEN SPACE SUBTOTAL
TOTAL EXISTING OPEN SPACE
120.00
33.00
10.20
163.20
163.20
18.00
5.00
1.50
24.50
24.50
4.40
0.00
0.80
5.20
3.95
1.60
3.96
9.68
19.36
10.05
6.14
1.56
5.60
61.90
67 .10
I
I
I
APPROVED:
I
I
I PERFORMANCE PERFORMANCE
STANDARD STANDARD I
GEN PLAN PROJECT PROJECT OPEN SPACE OPEN SPACE ADEQUACY/ I
SUB-AREA PROJECT NUMBER ACRES DEMAND SUPPLY (INADEQUACY)!
--------------------------------------------------------------------------------------1
RLM-4 SW Phase I
RLM-2 SW Phase I
RM-3 SW Phase I
(1) TOTAL APPROVED
FUTURE:
CT 85-6
CT 85-6
CT 85-6
33.00
68.80
8.00
109.80
4.95
10.32
1.20
16.47
0.00
0.00
0.00
0.00
I
I
I
............................................................ =••··•··•·················I
FUTURE OPEN SPACE 23.15
BUILD OUT:
TOTAL BUILD OUT OPEN SPACE 83.42 90.25
Notes: (1) Ex;sting open space meets the demand for th;s previously approved project. The
area of th;s project is ;ncorporated into CT 85-6(A) and CT 88-3. Therefore, open
space supply for this area is accounted for under future open space and as shown on
Exhibit 48.
140
6.83 I
2.
Currently, the existing and approved performance standard open space
demand is as follows:
Existing
Approved
Developed
~
163.2
109.80
Acres of
Required
Performance
Standard
Qpen Space·
24.50
16.47
The performance standard open space demand created by existing and
approved projects in Zone 12 is 40.97 acres.
Inventmy of Existimi and Ap_proved Open Space Sup.ply:
An inventory of the existing and approved performance standard open space
supply is also shown on Exhibit 49 and is summarized as follows:
Existing
Acres of
Performance
Standard
Qpen Space
62.8
The total existing performance standard open space supply is 62.80 acres. The
existing and approved performance standard open space demand is 40.97
acres. Therefore, 21.83 acres of open space are existing in Zone 12 in excess
of the demand generated by existing and approved developments. The open
space performance standard in Zone 12, therefore, is currently being met
3. Inventmy of Future Qpen Space Supply:
As shown on Exhibits 48 and 49, 25.0 acres of future performance standard
open space are identified within Zone 12. This future open space, when
added to existing open space provides 87.8 acres of performance standard
open space at build out. The build out demand for open space is 83.42 acres,
therefore, the performance standard open space is projected to meet the
demand at build out. The areas projected to be set aside for future open
space are shown on Exhibit 48. •
This plan fully recognizes that a revision to the present La Costa Master Plan
(MP 149(G)) could affect the exact location and dimensions of performance
standard open space provided in this plan. Any amendments to the open
space created by the La Costa Master Plan amendment will require a
corresponding amendment to this Local Facility Management Plan.
141
--..
-B. PHASING
As documented in Appendix A-8, the affected landowners within the Zone 12 LFMP
have agreed to permanently set aside existing and future performance standard open
space identified in this analysis. Since the Zone 12 phasing schedule does not
address the yearly amount of acres developed within Zone 12, no phasing of future
open space facilities demand can be projected at this time. As part of the yearly
monitoring program the developers of Zone 12 will provide evidence to the Planning
Director ensuring that the open space performance standard is met.
C. ADEQUACY FINDINGS
As of 1/1/90, Zone 12 has sufficient permanent performance standard open space
to meet the adopted performance standard for existing and approved development.
However, Zone 12 will require continual monitoring of this open space until build
out.
On January 2, 1990 the City Council adopted the work plan for considering the
recommendations of the report from the Citizens Committee to Study Open Space.
The work plan includes consideration of modifications to the Citywide Facilities and
Improvements Plan regarding types of open space which qualify toward meeting the
performance standard. Development projects will be reviewed per the existing
-policies at the time of discretionary action.
III. MITIGATION
A. All future development within this zone shall be required to show how it contributes
to meeting the open space performance standard and that the development does not
preclude the provision of performance standard open space at build out of Zone 12.
B. Open space compliance will be monitored annually and as individual projects are
reviewed within this zone.
C. Prior to the approval of any development within this zone, the Planning Director
shall be required to find that the development does not preclude the provision of
performance standard open space at build out of Zone 12.
IV. FINANCING
Funding for performance standard open space will be provided by the property owners of
Zone 12 Affected property owners or homeowners associations will be responsible for
maintaining open space facilities within their development.
-Unconstrained open space that is not developed will not require maintenance. If
unconstrained open space is developed, the funding will be provided by the developer of
that open space.
142
SCHOOL FACILITIES
I. PERFORMANCE STANDARD
School capacity to meet projected enrollment within the zone as determined by the school
district must be provided prior to projected occupancy. ·
II. FACILI'IY PLANNING AND ADEQUACY ANALYSIS
As shown on Exhibit SO on page 144, the Encinitas Union Elementary School District and
San Dieguito High School District serve Zone 12 San Dieguito High School District serves
the secondary students (7-12) and Encinitas Union School District serves the primary or
elementary students (K-6) in Zone 12.
Since Zone 12 is served by two different school districts, analysis of school facility adequacy
shall be addressed on an individual district basis.
A BUILD OUT ASSUMPTIONS
The following analysis is based on the build out projections on Exhibit 13 on
page 35. Since Zone 12 is served by two districts, dwelling unit student
generation projections and demand are broken down by school district service
areas as shown on Exhibit 51 on page 145.
Zone 11 LFMP build out projections as shown on Exhibit 52 on page 146, are
included to assist in analysis of the Encinitas Union Elementary School
District facilities. This exhibit shows the build out projections for the
approved Zone 11 Local Facilities Management Plan. Exhibit 53 on page 147
identifies student generation rates used by the school districts to predict
demand for school facilities. Exhibit 54 on page 148 lists existing and future
school facilities that serve Zone 12.
143
t ;1 ·--·~-.. ~
' ~'»} i
i q-~
___ ,,...
•'.•:-.« ---------·i
~r
r-.. -.. ~
i l l
Oiegueno Junior
High School •
SAN DIEGUITO HIGH SCHOOL DISTRICT
,~ ~
. . : . . . •-H
* I
'sil
ENCINITAS UNION ELEMENT ARY SCHOOL DISTRICT
Oak Crest I • Junior High
School ~ ~ San Dieguito ~~ ~ ~h:-: .. ~ ~
''o,,? \
~ ~ ~
LR CDStR RRnCH CD.
WTH
AGEMEN
144 --
LEGEND
• Existing School
o Proposed School
•··· Schoo I District
Boundary-;
EXHIBIT 51
ZONE 12 SCHOOL FACILITY OEHAND TABLE -ENCINITAS UNION-SAN DIEGUITD UNION HIGH SCHOOL DISTRICTS
AS OF 1-1-90
----------------------------------------------------~--------------------------------------------------------------------~------------------------------------------------I GENERAL PLAN I RES. IN O.U. 's ANO NON-RES. IN SQ.FT I STUDENT GENERATION RATES I EXISTING APPROVED FUTURE BUILOOUT
I LANO USE I ---------------------------------I I PROJECTION I SUB-AREA I EXIST APPROVED FUTURE BUILOOUT I I
I I PROJECTION I I I I I
I I I E JH HS I E JH HS I E JH HS I E JH HS I E JH HS I
l----------------------------------------------------------------------------------------------------------------------------------------------------1------.--------------I I RESIDENTIAL I I I I I I I
1----------------I I I I I I
I RLH-1 419 0 (35) 384 I 0.390 0.120 0.250 163.41 50.28 104.75 I 0.00 0.00 0.00 1(13.65) (4.20) (8.7511149.76 46.08 96.00 I
I RLH-2 131 0 (26) 105 I 0.390 0.120 0.250 51.09 15.72 32.75 I 0.00 0.00 0.00 (10.14) (3.12) (6.50)1 40.95 12.60 26.25 I
I RLH-3 o o 110 110 I o.390 0.120 0.250 o.oo o.oo o.oo I o.oo o.oo o.oo 42.90 u:20 21.50 I 42.90 13.20 21.50 I
I RLH-4 0 0 59 59 I 0.390 0.120 0.250 0.00 0.00 0.00 I 0.00 0.00 0.00 23.01 7.08 14.75 I 23.01 7.08 14.75 I
I RLH-5 0 0 99 99 I 0.390 0.120 0.250 0.00 0.00 0.00 I 0.00 0.00 0.00 38.61 ll.88 24.75 I 38.61 11.88 24.75 I
I RLH-6 0 0 51 51 I 0.390 0.120 0.250 0.00 0.00 0.00 I 0.00 0.00 0.00 19.89 6.12 12.75 19.89 6.12 12.75 I
I RLH-7 0 0 81 81 0.390 0.120 0.250 o.oo 0.00 0.00 I 0.00 0.00 0.00 31.59 9.72 20.25 31.59 9.72 20.25 I
I RlH-8 0 0 71 71 0.390 0.120 0.250 0.00 0.00 0.00 I 0.00 0.00 0.00 27.69 8.52 17.75 27.69 8.52 17.75 I
I RLH-9 0 0 128 128 0.390 0.120 0.250 o.oo 0.00 0.00 0.00 0.00 0.00 49.92 15.36 32.00 49.92 15.36 32.00 I
I RLH-10 0 0 21 21 0.390 0.120 0.250 0.00 0.00 0.00 0.00 0.00 0.00 8,19 2.52 5.25 8.19 2.52 5.25 I
I RLH-11 0 0 63 63 0.390 0.120 0.250 0.00 0.00 0.00 0.00 0.00 0.00 24.57 7.56 15.75 24.57 7.56 15.75 I
I RH-1 39 0 22 61 0.200 0.089 0'.175 7.80 3.47 6.82 0.00 0.00 0.00 4.40 1.96 3.85 12.20 5.43 10.67 I
I RH-2 0 0 77 77 0.200 0.089 0.175 0.00 0.00 0.00 0.00 0.00 0.00 15.40 6.85 13.48 15.40 6.85 13.48. I
I RH-~ 0 0 83 83 0.200 0.089 0.175 0.00 0.00 0.00 0.00 0.00 0.00 16.60 7.39 14.52 16.60 7.39 14.52 I
I RH-4 0 0 113 113 0.200 0.089 0.175 0.00 0.00 0.00 0.00 0.00 0.00 22.60 10.06 19.78 22.60 10.06 19.78 I
I RH-5 0 0 67 67 0.200 0.089 0.175 0.00 0.00 0.00 0.00 0.00 0.00 13.40 5.96 11.73 13.40 5.96 11.73 I
I RH-6 0 0 88 88 0.200 0.089 0.175 0.00 0.00 0.00 0.00 0.00 0.00 17.60 7.83 15.40 17.60 7.83 15.40 I
I RH-7 0 0 153 153 0.200 0.089 0.175 0.00 0.00 0.00 0.00 0.00 0.00 30.60 13.62 26.78 30.60 13.62 26.78 I
I RH-8 0 0 99 99 0.200 0.089 0.175 0.00 0.00 0.00 0.00 0.00 0.00 19.80 8.81 17.33 19.80 8.81 17.33 I
I UNIT TRANSFER (119) (179) 0.390 0.\20 0.250 0.00 0.00 0.00 0.00 0.00 0.00 (69.81)(21.48)(44.75)1(69.81)(21.48)(44.75)1
1----------------------------------------------------------------------------------------------------------------------------------------------------I---------------------I I SUMMARY I EXIST APPROVED FUTURE BUILD OUT I ESTIHATEO I EXISTING I APPROVED I FUTURE I BUILD OUT I
I INFORHATION I PROJECTIONS I STUDENT G[K[RATlON I I I I PROJECTION I
I I I FROM ZONE 12 I I I I I
l----------------------------------------------------------------------------------------------------------------------------------------------------1---------------------I
I TOTALS I I ELEHENTARY I 222 I O I 313 I 535 I
I· O.U.S I 589 0 1,145 l.734 I JUNIOR HIGH I 69 I O I 116 I 185 I
I I I SENIOR HIGH I 144 I O I 234 I 378 I
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------
145
GENERAL PLAN
LANO USE
SUB-AREA
RESIDENTIAL ----------------
RL-1
RL-2
RL-3
RLH-1
RLH-2 RLM-3
RLM-4
RLM-5
RLM-6
RLM-1
RH-2
RM-3
RMH-1
UNIT TRANSFER
EXHIBIT 52
ZONE II SCHOOL FACILITY OEHAND TABLE -ENCINITAS UNION-SAN DIEGUITO UNION HIGH SCHOOL DISTRICTS
AS OF 1-1-90
RES. IN O.U. ·s ANO NON-RES. IN SQ.FT
BUILD OUT
EXIST APPROVED FUTURE PROJECTION
0 0 131 131
0 0 188 188
0 0 168 168
0 0 386 386
0 0 328 328
164 0 0 164
260 299 (113) 446
0 0 24 24
0 0 70 70
0 189 306 495
0 131 12 143
35 0 11 52
496 0 (105) 391
385 385
STUDENT GENERATION RATES
E JH HS
0.390 0.120 0.250
0.390 0.120 0.250
0.390 0.120 0.250
0.390 0.120 0.250
0.390 0.120 0.250 0.390 0.120 0.250
0.390 0.120 0.250
0.390 0.120 0.250
0.390 0.120 0.250
0.390 0.120 0.250
0.200 0.089 0.175 0.200 0.089 0.175
0.200 0.089 0.175
0.390 0.120 0.250
EXISTING APPROVED FUTURE
E JH HS E JH HS E JH HS
0.00 0.00 0.00 0.00 0.00 0.00 51.09 15. 72 32.75 0.00 0.00 0.00 0.00 0.00 0.00 73.32 22.56 47.00
0.00 0.00 0.00 0.00 0.00 0.00 65.52 20.16 42.00
0.00 0.00 0.00 0.00 0.00 0.00 150.54 46.32 96.50
0.00 0.00 0.00 0.00 0.00 0.00 127.92 39.36 82.00
63.96 19.68 41.00 63.96 19.68 41.00 0.00 0.00 0.00
101.40 31.20 65.00 116.61 35.88 74.75 (44.01)(13.56)(28.25)
0.00 0.00 0.00 0.00 0.00 0.00 9.36 2.88 6.00
0.00 0.00 0.00 o.oo 0.00 0.00 27 .30 8.40 17.50
0.00 0.00 0.00 13.11 22.68 47.25 119.34 36. 72 76.50
0.00 0.00 0.00 26.20 11.66 22.92 2.40 1.07 2.10 7.00 3.11 6.13 7.00 3.ll 6.13 3.40 1.51 2.97
99.20 44.14 86.80 0.00 0.00 0.00 (21. 00) {9.34)(18.38)
0.00 0.00 0.00 0.00 0.00 0.00 150.15 46.20 96.25
BUILD OUT
PROJECTION
E JH
51.09 15.72
73.32 22.56
65.52 20.16
150.54 46.32
127.92 39.36
63.96 19.68
HS
32.75
47 .00
42.00
96.50
82.00
41.00
173.94 53 .52 111. 50
9.36 2.88 6.00
27.30 BAO 17.50
193.05 59.40 123.75
28.60 12 .73 25.03
10.40 4.63 9.10
78.20 34.80 68.43
150.15 46.20 96.25 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------NON-RESIDENTIAL
----------------C-1 D 46,885 0 46,885 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 C-2 0 0 586,914 586,914 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 C-3 0 0 113,980 ll3, 980 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 0 0 190,534 190,534 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 G/0 0 0 64,646 64. 646 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 H 0 0 249,032 249,032 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELEM 0 0 38,000 38,000 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------SUMMARY I EXIST APPROVED FUTURE BUILD OUT I ESTIHAHD EXISTING APPROVED FUTURE BUILD OUT INFORMATION PROJECTION STUDENT GENERATION PROJECTION
FROM ZONE 11
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------TOTALS I ELEMENTARY 272 I 287
1921
715
455 I 1203 o.u.s 954 619 1,797 3,371 JUNIOR HIGH 98 93 218 386 SQ.FT. 0 46,885 1,243,106 1,289,991 SENIOR HIGH 199 799 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------
146
--
----
SCHOOL
DISTRICT
EXHIBIT 53 -STUDENT GENERATION RATES
SCHOOL
TYPE
MULTI
FAMILY
(1)
SFD
(2)
----------------------------------------------------1 Encinitas UESD Elementary 0.200 0.390
San Dieguito HSD Junior High
High School
0.089
0.175
0.120
0.250
-----------------------------------------------~--~--
NOTES:
1. Multi-Family= RM, RMH and RH
2. SFD = RL, RLM
SOURCE: Generation rates were provided by the
respective School Districts.
147
EXHIBIT 54: EXISTING AND FUTURE SCHOOLS SERVING ZONE 12
I I I I I PROJECTED I I
I SCHOOL I EXISTING I EXISTING I FUTURE I FUTURE I PROJECTED I
SCHOOL I TYPE I STUDENT I STUDENT I STUDENT I STUDENT I YEAR OF I
DISTRICT I (4) I SCHOOL NAME I CAPACITY I ENROLLMENT I CAPACITY I ENROLLMENT I OPERATION I NOTES I
---------------------------------------------------------------------------------------------------------------------1
EUESD I I I I I I I I ( 1). ( 2) I
I E I La Costa Heights I 606 I 863 I I I I I
I E I Mission Estancia I I I 588 I 590 I 1990 I I
I E I Elementary School #3 I I I 588 I 590 I I I
I I I I I I I I I
SDHSO I I I I I I I I (3) I
I JR I Oak Crest Jr. High I 868 I 949 I I I I I
I H I San Dieguito H.S. I 1,580 I 1.751 I I I I I
I JR I Zone 12 Jr. High I I I 1.000 I 1.000 I I I
I HS I La Costa High School I I I 2,400 I 2,400 I 1992 I I
NOTES:
1. Encinitas Union Elementary School District
2. Current track capacity is assumed to meet enrollment.
3. San Dieguito High School District
4. E -Elementary; JR -Junior High; HS -High School
148
1. Existin& PomiJation;
SFD Multi
~ !.!nm llnm To1al ~21 Population
11 458 496 954 2.471 2,357
12 589 0 589 2.471 1,455
Total 1,047 496 1,543 3,812
2. Build Out Population:
SFD Multi
~ ~ llnm Tu1al ~ Population
11 3,099 496 3,595 2.471 8,883
12 1,734 0 1,734 2.471 4,285
Total 4,833 496 5,329 13,168
Assumptions:
1) Of the potential dwelling units to be built in Zone 11, it is projected
that 224 dwelling units will be located within the San Marcos School
District (north of San Marcos Creek) with the remaining potential
dwelling units located south of San Marcos Creek.
2) Potential units include 385 dwelling units transferred into Zone 11 from
Zones 10 and 12.
III. ENCINITAS UNION SCHOOL DISTRICT
Most schools within the Encinitas Union School District are currently on a year round track
system. Students at schools with a track enrollment system attend school on a cycle of nine
weeks in school followed by three weeks vacation. This system significantly increases the
regular school capacity and can be further augmented by portable (temporary) classrooms.
In this analysis, it is assumed that a track enrollment system will occur when enrollment
exceeds regular capacity.
The Encinitas Union School District has entered into an agreement with La Costa Ranch
Company, the major land holder of this area, that provides for the dedication of school sites
in exchange for school availability letters. This agreement has been in force for the last
several years and has resulted in the dedication of the La Costa Heights Elementary School
site and an additional elementary school site located on the east side of Rancho Santa Fe
Road, south of Mision Estancia (Mision Estancia School).
21 Per California Department of Finance.
149
The agreement also provides for a third school site (School #3) to be dedicated in the
southwest portion of La Costa within Zone 12.
A INVENTORY
1. ExisiiD& Enrollmem:
Regular Track
School Emollmem Capac;ity Capacity
La Costa 866 606 735
Heights
2. Build Out Projections:
Student Population at Build Out:
Build Out
Unit Student
~ llnm ~ Po_pulation
SFD 4,609 .39 1,798
Multi 496 .20 99
TOTAL 5,105 1,897
Build Out Capacity, Enrollment, Surplus/Deficit:
Future Regular
School Enrollment Capacity
La Costa
Heights 633 588
Mission
Estancia 633 588
School #3 633 588
( ) Denotes surplus/deficit under track system.
Assumptions:
Track Surplus/
Capacity Deficit
735 -45( +102)
735 -45( + 102)
735 -45( + 102)
1) The future boundary line for La Costa Heights Elementary School
jurisdiction will generally correspond with Zone 12 and Zone 11 south
of San Marcos Creek.
150
-.
2) Future enrollments for each school are calculated by equally distri-
buting the total number of projected students generated from Zones
11 and 12.
3) The capacity of Elementary School #3 will be the same as Mision
Estancia and La Costa Heights Elementary Schools.
4) According to Mr. Donald Lindstrom, School
B. PHASING
Superintendent, the Encinitas Union School District will continue on
the track system.
The Encinitas Union Elementary School currently has sufficient facilities to serve
students from Zone 12. In addition, new school facilities are scheduled to be in
place to serve increasing enrollment generated from Zone 12. A yearly phasing
schedule for Encinitas Union Elementary school is difficult to project as the school
boundaries overlap management zones and city boundaries. However, Exhibit 51
lists the number of students in Zone 12 that will be generated on a yearly basis
based on the schedule listed in the phasing section. In addition, Exhibit 54 on page
148 indicates the total school capacity as the Mission Estancia School and School #3
come on line.
The Encinitas Union School District's existing School Agreement with La Costa
Ranch Company provides for the dedication of two additional school sites to be
dedicated concurrent with additional development in Zones 11 and 12.
Mission Estancia School:
Land for this site has been dedicated to the Encinitas Union School District by the
property owner per the School Agreement mentioned above. Construction has begun
on the site and the district is projecting January, 1990 as the date of opening of this
school.
School.#3:
The completion date of School #3 has not been determined by Encinitas Union
School District at this time. The district's Business Manager points out that the exact
date of operation of School #3 will depend on the rate of growth in this area. The
land for this site will be dedicated by La Costa Ranch Company per the existing
School Agreement and Encinitas Union School District will make the necessary
applications for land purchase at the time the need arises.
C. ADEQUACY FINDINGS
The Encinitas Union Elementary School has capacity to meet the existing and build
out demands generated from Zone 12. An existing agreement between La Costa
Ranch Company and the Encinitas School District assures that school facilities will
continue to meet the performance standard.
151
D. MITIGATION
No special conditions are required.
E. FINANCING
Financing for both the Mission Estancia School and School #3 will be from state
revenues through the mechanisms provided under the Leroy Greene Lease Purchase
Law. The sites for both schools will be dedicated by La Costa Ranch Company per
the terms of the existing agreement between the Encinitas Union School District and
La Costa Ranch Company.
The estimated cost of construction of the Mission Estancia School is approximately
$3,500,000. One hundred percent of the financing will be provided by Encinitas
Union School District through the Leroy Greene Lease Purchase Law and school
fees collected concurrent with development.
IV. SAN DIEGUITO HIGH SCHOOL DISTRICT
Oak Crest Junior High School and San Dieguito High School of the San Dieguito High
School District serve the secondary students from Zone 12. These two schools also serve
the surrounding areas with school enrollment depending on development within the region.
Therefore, it is difficult to accurately determine the junior high and high school student .
impact based solely on Zone 12 projections. However, discussions with Eric Hall,. District
Manager and Mr. Berrier, Superintendent of the San Dieguito High School District have
provided phasing information for the entire district.
A INVENTORY
1. Existin& Student Generation:
To determine the existing junior high and high school student population, the
existing number of dwelling units for Zone 12 were divided.into single family
detached and multi family attached and were multiplied by the District's
student generation rate as follows:
Hi&h School
Unit Student
~ llnm Rate22 Population
SFD 589 .25 148
Multi 0 .175 0
TOTAL 148
22 Generation rates were provided by the San Dieguito High School District.
152
-Junior Hi&h School
Unit Student
~ llnil& ~ Population
SFD 589 .12 71
Multi 0 .084 0
TOTAL 71
2. Existin& Enrollment:
Regular Temporary Total
School Enrollment Capacity Capacity Capacity
Oak Crest 949 868 151 1019
Junior High
Diegueno 951 1068 153 1221
Junior High
San Dieguito 1751 1580 131 1711
High School -
3. Build Out Projections:
Student Population at Build Out:
Hi&IJ School
Unit Student
~ JJ.nm ~ Population
SFD 1,734 .25 434
Multi 0 .175 0
TOTAL 1,734 434
Junior Hiih
Build Out
Unit Student
~ llnm ~ Po_pulation
SFD 1,734 .12 208
Multi 0 .084 0
TOTAL 1,734 208
153
Build Out Capacity, Enrollment and Surplus/Deficit:
Future Surplus/
School Capacity:3 Enrollment Deficit
La Costa
High School 2400 2400 -0 -
New Junior
High School 1000 1000 -0 -
Assumptions:
1) The capacity of the future junior high school is assumed to be similar
to Diegueno and Oak Crest Junior High Schools.
2) School capacity will meet student enrollment at build out.
B. PHASING
The San Dieguito High School District's junior high and high school boundaries
overlap several management zones within the City of Carlsbad and extend into the
City of Encinitas. Therefore, an accurate yearly phasing schedule for the entire
district is difficult to project. This LFMP provides the Zone 12 yearly student
generation projection that can be used to more accurately assess the number of
students generated from this area.
Exhibit 51 on page 145 also shows the yearly number of junior high and high school
students generated from Zone 12 and the total capacity provided by the existing high
school and projected junior high school and high school.
La Costa High School:
La Costa High school is projected to be built within 1989-199224• The actual date
will depend on the district's ability to obtain the necessary funding from the state.
The San Dieguito High School District is in the process of acquiring the land for the
high school site. The site selected is in the southeast section of La Costa. The land
was made available to the district by La Costa Ranch Company pursuant to an
existing agreement between La Costa Ranch Company and the San Dieguito High
School District.
23 Per Dr. Phillips, San Dieguito High School District.
24 Phasing information for the La Costa High School was supplied by Mr. William
Berrier, Superintendent, and Dr. Rodney Phillips, District Manager.
154
The total amount of land that has been reserved is approximately 88 acres of which
50 acres are suitable for construction of the high school facility. The San Dieguito
High School District may purchase the land at any time at a purchase price to be
determined by a real estate appraisal. San Dieguito High School District is in the
process of securing financing for this site. Details are contained in the finance
section.
Junior High School:
The phasing schedule for the junior high school to be located in Zone 12 is not
known at this time. The San Dieguito High School District has indicated, per letter
from Mr. William Berrier, that this school will not be needed in the immediate
future.
As future development within Zone 12 and the City of Encinitas occurs, two options
are available to mitigate overcrowded conditions at Diegueno Junior High School:
·a. Temporary classrooms will continue to be added to Diegueno High School
to accommodate additional students; and
b. When the La Costa High School is opened, grade assignments can be
modified to allow 9th grade students to attend the new high school.
C. ADEQUACY FINDINGS
San Dieguito High School District is currently exceeding its fixed capacity however,
it is mitigating this shortage by utilizing relocatable units. Future school demands
will require a new senior high and junior high school.
D. MITIGATION
No special conditions are required.
E. FINANCING
1. La Costa Hid> School:
The total cost to purchase land and to construct a new high school in La
Costa is $35,000,000 according to the figures compiled by the San Dieguito
High School District. The San Dieguito High School District is in the process
of securing this funding. Two funding sources are available:
a. State funding through the Leroy Greene Lease-Purchase Law; and
b. North City West School Facilities Authority.
155
State Fundina:
San Dieguito High School District is in the process of making applications to
the state for funding under the provisions of the Leroy Greene
Lease-Purchase Law. Two applications are in the process: 1) an application
for Advanced Site Purchase (to be submitted to the State within 3 months),
and 2) an application for the design and construction funds.
The timing for application submittal for the design and construction funds is
expected to be completed within the next six months but the school district
could not indicate an exact date.
State funding will amount to one half the total cost of land purchase, design
and construction.
North Cin, West School Facilitt Authoritt (NCWSFA):
North City West School Facility Authority (NCWSFA) is a joint powers
authority consisting of the Del Mar Elementary School District, the Solana
Beach Elementary School District and the San Dieguito High School District.
Dr. Phillips is the Executive Director of the NCWSFA NCWSFA receives
money from school fees collected from developments in the North City West
area in the City of San Diego. NCWSFA has budgeted one-half of the funds
necessary for completion of the high school; approximately $17,500,000.
Conclusions:
It is estimated developer fees and other sources of local funding will provide
approximately half the cost of the proposed senior high school. State funds
and/ or other financing alternatives will be required to complete the facility.
2 Junior Hi&h School:
The San Dieguito High School District will apply for state funding through
the Leroy Greene Lease Purchase Law to purchase land and to construct the
new junior high school.
Exhibit 55 on page 157 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.
156
)
FACILITY AHOUNT
SCHOOL FACILITIES
I. ENCINITAS
-Mission Estancia
Elementary
-Elem. No. 3
2. SAN DIEGUITO
-High School
-Jr. High
TOTAL SCHOOL COSTS
157
EXHIBIT 55
ZONE 12 -SCHOOL FINANCING HATRIX AS OF 1/1/90
ESTIHAHO
COST
$3,500,000
$3,500,000
$35,000,000
Not Aval labl e
••===:==:====
$42,000,000
TIHING I FIRST
1990 State
1998+ State
1989-92 State
State
FUNDING OPTIONS
SECOND
School Fees
School Fees
North City
\lest School Facilities
Authority
School Fees
THIRD NOTES
School Fees
I.
SEWER FACILITIES
PERFORMANCE STANDARD
Trunk-line capacity to meet demand as determined by appropriate sewer district must be
provided concurrent with development.
II. FACILITY PLANNING AND ADEQUACY ANALYSIS
Sewer service in the City of Carlsbad is provided by three independent sewer districts:
Carlsbad Sewer Service District, Leucadia County Water District (LCWD), and Vallecitos
Water District. ·As shown on Exhibit 56 on page 159, Zone 12 is located entirely within the
Leucadia County Water District (LCWD) service area.
The information contained in this section was extracted from a Master Sewer Plan entitled
"Planning Study LCWD," September 1985, prepared by Engineering Science. This study
provides a comprehensive review and evaluation of the conveyance, treatment and disposal
requirements for the projected build out of LCWD service area.
A INVENTORY
1. Existin& Facilities:
Zone 12 is located within two major sewer drainage basins. They are
designated as drainage basins 8 and 9 in the LCWD Planning Study. Exhibit
57 on page 161 shows the boundaries between the two sewer basins within
Zone 12.
All of the sewage generated by Zone 12 within LCWD drainage basin 8 will
flow, by gravity, through local and major sewer facilities within Zone 12 to the
major trunk sewer in Olivenhain Road. This major trunk sewer ties into a
major trunk sewer in El Camino Real and flows, by gravity, to the Leucadia
Pumping Station near the intersection of La Costa Avenue and El Camino
Real. The sewage is then pumped through a force main along La Costa
Avenue to the Batiquitos Pumping Station near the intersection of La Costa
Avenue and Carlsbad Boulevard. The sewage is again pumped through a
force main along Carlsbad Boulevard to a point where it assumes gravity
flow. The sewage then flows, by gravity, through the Ponto interceptor which
is parallel to ·the AT & SF railroad track to the Encina Water Pollution
Control Facility (WPCF).
LCWD shares capacity in the Ponto interceptor with Encinitas and Carlsbad
sewer districts. LCWD retains 40.3 percent ownership of this interceptor.
All of the sewage generated by Zone 12 within LCWD drainage basin 9 will
flow, by gravity, through local sewer facilities within Zone 12 to the major
trunk sewer in El Camino Real. The sewage will reach the Encina WPCF
158
LEGEND
0 EXISTING WASTEWATER TREATMENT PLANT
_._--CAI.AVERA HILLS RECLAMATION/TREATMENT
FACILITY(EXISTING BUT NOT OPERATIONAL)
ENCINA WATER POLLUTION CONTROL FAC~.b_ITY
■.1...-cITY OF CARLSBAD SEWER SERVICE AREA
O'WLARK RECLAMATION FACILI •
ALLECITOS
~ ATER DISTRICT '/ EWER SERVICE AREA
~15 \
••
GAFNER WASTEWATER----+ RECLAMATION FACILITY
1 CITY OF I VISTA
LEUCADIA COUNTY WATER DISTRICT
SEWER SERVICE AREA
GROWTH
DISTRICT BOUNDAR'-,
Exhibit .J6-
MANAGEMENT eSEWER
PROGRAM Zone 12
159
through the same major sewer facilities from the trunk-line in El Camino Real
as described for LCWD drainage basin 8.
Exhibit 57 on page 161 indicates the existing sewer facilities that are within
or adjacent to Management Zone 12 These facilities are the following:
Existing Existing Existin Ultimate gow25 ~ facility Capacity Peak E Elmr8
1 12" RSF
Sewer Trunk 2.2 mgd27 .06 mgd 1.4 mgd
2 15" RSF 2.4 mgd .11 mgd 2.0 mgd
3 18" Olivenhain
Sewer 3.4 mgd .52 mgd 2.5 mgd
4 15" & 21"
ECR Sewer 7.5 mgd 2.7 mgd 6.1 mgd
The existing major sewer facilities that are located outside of Zone 12 but
serve Zone 12 by transporting the sewage to the Encina WPCF are shown on
Exhibit 58 on page 163 are as follows:
25 "Planning Study Leucadia County Water District," Engineering-Science,
September, 1985.
28 "Planning Study Leucadia County Water District," Engineering-Science,
September, 1985.
27 Million gallons per day.
160
.. .. .. .... .... QQ QQ .. .. \ Q
ZONE 23
-'~ to5lR RRntH CD.
: QQ
QQ QQ .... .... QQ ~== ... : .. "·:: := := :3 ... :3 :=
I
~----------------------------......... /~----~;::--..........
/ / -.__,_ -----/ / -----;:--
".e,,-/ .jj,•Y
~--¢-•
0• "'•1/ 1 -_,;!---' •if~
00
RANCHO DEi.. PONDEIIOSA
!EXIS'TlNGl
SAllT A FE RIDGE ( (EXJSTINGI
l ·.
u.. ®
\OoGooooooo~GGooo
18" g ., CITY OF ENCINITAS
GROWTH
MANAGEME T
PROGRAM
161
ZONE 6
..
ZONE 11
LEGEND:
(!) Facility Number
"""° ... Existing Trunk Sewer Linea
•••••• Proposed Trunk Sewer Lines
00
( 1 o• Diameter and larger)
Drainage Basin Bondary
Drainage Basin DeslgnaUon per
Leucadia County Water District
Planning Study, SepL 1985
Direction of Natural Drainage
EXHIBIT 57
• SEWER SERVICE FACILITIES WITHIN ZONE
ZONE 12
6
7
8
9
10
11
12
13
-
28 Gallons. per minute.
Facility
12" and 15"
18"and 21"
Leucadia Pump
Station
24"force
main
Batiquitos
Pump Station
Parallel 24"
force mains
21" and 18"
force mains
39", 42" and 48"
Ponto interceptor
Force Main
162
Location
Along or parallel trunk sewer to
Olivenhain Rd. from Rancho Santa
Fe Road to El Camino Real.
Along alignment of trunk sewer El
Camino Real from Olivenhain Rdto
La Costa Avenue (17.32MGD)
Northeast comer of La.Costa Ave.
and El Camino Real (3,600GPM28}
Along alignment of LaCosta Avenue
· from El Camino Real to Carlsbad
Blvd.
Northeast oomer of La Costa Avenue
and Carlsbad Blvd. (6,000GPM)
Along alignment of Carlsbad Blvd.
from La Costa Ave. to 21-inch
trunk sewer.
From parallel 24" sewer trunk
crossing the railroad track. ·
From 18-inch trunk sewer crossing
railroad track to Encina Wastewater
Treatment Plant.
From Leucadia Pump Station to
Batiquitos Pump Station
ENCINA WATER POLLUTION CONTROL FACILITY
LEGEND ----*
Existing Major Trunk Sewer
Existing Force Main
Existing Pump Station
LR cnstR RRncH en.
LA
-i'-'· i"· cos1~·-----~
BATIQUITOS PUMPING STATIONS
____ .... -
LEUCADIA PUMPING STATION
29
2. Build Out Assumptions:
3.
The section in this plan entitled "Build Out Projections" projects the ultimate
build out for Management Zone 12. Since Management Zone 12 is located
within two sewer drainage basins, the build out projections for each sewer
drainage basin is estimated as follows:
BUILD OUT PROJECTIONS PER SEWER DRAINAGE BASIN: ·
Total Basin 8 Basin 9
Land Use Acres/DU Acres/DU Acres/DU
RLM
Existing 550DU 550DU 75 DU29
Proposed 535 DU 191 DU 344 DU
TOTALRLM 1085 DU 741 DU 419 DU
RM
Existing 39 DU 39 DU
Proposed 610 DU 142 DU 468 DU
TOTAL RM 649 DU 181 DU 468 DU
Elementary 13.3 AC 13.3 AC
School (590 students) 0 (590 students)
Jr. High 27.4 AC 0 27.4 AC
School (1000 students) 0 (1000 students)
Te~hnigl Asfil!m12tions:
A LCWD Planning Study established unit flow factors as a basis for projecting
the average sewer flows. The following are the average daily flow factors
obtained from the LCWD Planning Study.
Land Use
Residential
Elementary School
Jr. High School
Flow Factor
215 GPO/DU
4.0 GPO/student
4.8 GPD/student
75 dwelling units from Zone 6 currently sewer to a lift station which will be
removed and tied into an 811 line in Zone 12. The 8" line will drain to El
Camino Real, currently drained by a 21" line.
164
4. Prqjected Build Out Demand
The projected build out sewer flow for each sewer basin in Management Zone
12 can be determined by multiplying the build out projections of each sewer
. basin by the average unit flow. The peak flow for each sewer basin can be
estimated by multiplying the average daily flow by a peaking factor of 3.0.
Average daily flows and peak flows for each sewer drainage basin in Zone 12
are as follows:
Basin No. 8
Average Average Average
Projected Unit Daily Peak
land Use Build Out . Elm! ~ Elm!
RLM 741 DU 215 GPO/DU 159,315 GPO 0.48 MGD
RM 181 DU 215 GPO/DU 38,915 GPO 0.11 MGD
TOTAL 198,230 GPO 0.59 MGD
Basin No. 9
Average Average Average
Projected Unit Daily Peak
land Use Build Out Flow Flow ThM
RLM 419 DU 215 GPO/DU 90,085 GPO 0.27 MGD
RM 468DU 215 GPO/DU 100,620 GPO 0.30 MGD
Elementary
School 590 • 4.0 GPO/* 2,360 GPO 0.01 MGD
Jr. High
School 1000 • 4.8 GPO/* 4,800 GPO 0.01 MGD
TOTAL 197,865 GPO 0.59 MGD
• Students
165
30
5.
For planning purposes, a yearly build out projection for Zone 12 is shown on
Exhibit 59 below.
Exlnoit 59
Projected
~ llDm
Existing 589
1990 350
1991 350
1992 350
1993 95
1994
Build Out
• Elementary School
.. Jr. High School
~
13.3•
27.4**
Cumulative
llDm ~
589
939
1289 13.3
1639 13.3
1734 13.3
1734 40.7
1734 40.7
Proposed Build Out Facilities Within Zone 12:
Projected
Peak Flow
.38 MGD
.61 MGD
.83 MGD
1.06 MGD
1.12 MGD
1.12 MGD
1.12 MGD30
A preliminary sewer study prepared by Hunsaker and Associates, dated
October 3, 1989, indicates a 10" main sewer trunk line approximately 750 feet
in length in Calle Barcelona to be adequate for future development. This line
will tie into the existing 21" sewer trunk line in El Camino Real. All other
sewer lines interior to the zone are anticipated to be 8" lines.
6. PrQPosed Build Out Facilities Outside of Zone 12:
LCWD'S Planning Study recommends improvements to the major sewer
facilities that are located outside of Zone 12 but are utilized by Zone 12 to
transport sewage to the Encina WPCF. The Planning Study was prepared in
1985 and since that time LCWD has made or is in the process of making, the
appropriate improvements to their sewer system as recommended in the
Planning Study so that the increasing needs of development continue to be
met.
There are a few improvements recommended in the Planning Study to be
made in the future that have not been required to date. The facilities and
the projected date for improvements are as follows:
With an offsite contribution of 75 dwelling units from La Costa SW I, the
projected flow will be 1.17 MGD.
166
B.
Construction Improvement31
Date in LCWD Date Projected
N2 Facility Plannimi Study byLCWD
14 Leucadia Pump 2000-2005 1995 -2000
Station Phase IV
15 Batiquitos Pump 2000 2000
Station Phase IV
16 Ponto trunk sewer 2000-Bld Out Build Out
to Encina Treatment
Plant
PHASING
The approach taken to phasing is based on ensuring that needed facilities are in
place prior to or commensurate with development. Sewer basin boundaries are
shown on Exhibit 60 on page 168 and correlate with the natural drainage basins 8
and 9 within the Zone. Thresholds for the major sewer facilities within each sewer
basin can be established from information contained within this plan.
C. ADEQUACY FINDINGS
The sewer collection system for Zone 12 currently conforms with the adopted
performance standard. The Planning Study for LCWD recommends improvements
to their major sewer system as mentioned under the section "Proposed Build out
Facilities outside of Zone 12", so that conformance with the adopted performance
standard will be maintained through ultimate build out.
31 LCWD uses the Planning Study as a guide for recommended improvements.
However, LCWD keeps continual data on actual flows to project improvement dates.
167
BASIN A
ZONE ;.:3
_A CDStA RROCH ta.
168
I
(EXISTING)
RANCHO DL PONDEJIOSA
(ElUSTlNGl
NOTE!: Zone 12 Is located entirely within the
Leucadia County Water DlstrlcL ..., ________ ..,
ZONl:: t
~
' "-'--~c.. \ '~"{~
"~, BASIN B '"J ,, "" " " " " "' "' '\ '\
ZONE 1 ~
-..:.::..."':"' ( " \
J ~ _L_EG_E_N_D_: ________ _
11111111 Sewer Basin Boundaries
GOOOOG
••••••
HIIIIHHIIHII
0
GROWTH
MANAGEMENT
PROGRAM
Existing Trunk Sewer Linea
Proposed Trunk Sewer Linea
( 12• Diameter and larger)
Drainage Basin Boundary
Direction of Natural Drainage
Facility Number
EXHIBIT 0
• SEWER BASIN BOUNDARIE
ZONE 12
III. MITIGATION
Special Conditions
A All development within Zone 12 shall pay the required sewer connection fee to the
Leucadia County Water District.
B. Sewer Basin A
C.
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 Sewer Basin A,
a financing mechanism guaranteeing the construction of the following sewer
facilities shall be provided to the satisfaction of the Leucadia County Water
District:
a. the proposed 10-inch sewer line within Calle Barcelona must be installed;
b. The improvements recommended by the LCWD Planning Study will continue
to be made by LCWD to maintain conformance with the adopted
performance standard;
FinancinK:
The cost of the proposed 10-inch sewer is estimated to be $27,100.32•
Sewer Basin 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 Sewer Basin B,
a financing mechanism guaranteeing the construction of the following sewer
facilities shall be provided to the satisfaction of the Leucadia County Water
District:
a. The improvements recommended by the LCWD Planning Study will continue
to be made by the LCWD to maintain conformance with the adopted
performance standard.
FinancinK:
Leucadia County Water District will finance the facilities recommended in the
Planning Study through the collection of sewer fees.
Exhibit 61 on page 170 shows a facility financing matrix for this fa.cility. 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.
32 The itemized cost estimate is contained in Appendix 10. This estimate should only
be used as a guide to approximate costs for preliminary planning purposes. Further
cost analysis should be made as planning and design progress in Zone 12.
169
FACILITY
SEWER FACILITIES
l. SEWER BASIN A:
-10" Sewer Main
AMOUNT
720 LF
SUBTOTAL
l OX Contingency
TOTAL SEWER COSTS
170
EXHIBIT 61
ZONE 12 -SEWER FINANCING HATRIX AS OF 1/1/90
ESTIMATED
COST
$Z7 ,100
$27,100
$2,710
$29.810
TIMING I FIRST
Concurrent Developer
w/ Development
FUNDING OPTIONS
SECOND THIRD NOTES
LF•LI nea 1 Feet
--WATER FACILITIES
---
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 independent agencies: Carlsbad
Municipal Water District, Vallecitos Water District, and the Olivenhain Municipal Water
District. Water service for Zone 12 is provided entirely by the Olivenhain Municipal Water
District (OMWD) as shown on Exhibit 62 on page 173.
The data used in this Local Facilities Management Plan was extracted from "Water Systems
Analysis for the Planned Development of La Costa within the Olivenhain Municipal Water
District," dated November, 1975, prepared by Boyle Engineering. This study is
supplemented by "Water Systems Analysis for the La Costa SW II (CT 88-3) within the
Olivenhain Municipal Water District," dated August 1988, also prepared by Boyle
Engineering. This is further supplemented by an additional water system analysis for Phase
lA and 1B, entitled "Arroyo La Costa," dated October, 1989. These reports were prepared
for Olivenhain Municipal Water District and serve as the District's Master Water Plan in
this area and set the standards to be used in the analysis of water facilities in Zone 12.
A INVENTORY
1. Existins Facilities:
The existing OMWD water facilities that serve development of Zone 12 are
shown on Exhibit 63 on page 174, and are as follows:
Nn.. Facility Location
1 12" Line Rancho Santa Fe Road
2 12" Line Olivenhain Road
3 16" Line El Camino Real
4 14" Line Northwest portion of Zone 12
5 18" Line Northeast portion of Zone 12
171
~ Facilizy Location
6 12" Llne Portion in Calle Barcelona
7 10" Llne Western portion of Rancho
Ponderosa
8 10" Llne Northern portion of Santa Fe
Ridge
9 2-10" Llnes Northeastern portion of Zone 12
10 Pressure Northern portion of Zone 12.
Reducing Station
2. Prcwosed Build Out Facilities:
The OMWD study dated August 1988 proposes the following major water
facilities as shown on Exhibit 63 on page 174 for ultimate build out of Zone
12:
Facility
Number Facility Description
A Proposed looping of the
12" line serving the existing
Santa Fe Ridge Development.
B Proposed 12" line in Calle
Barcelona connecting with A above.
C Remove/abandon existing 14" main and
replace with 16" main in Levante Street
with connection to the I.a Costa Pressure
reducing station and at the 16" main in
El Camino Real.
D Connection to I.a Costa South Pressure
Reducing Station of existing 18" main in
northern Zone 12 to proposed 16" main
replacement in northwest Zone 12.
Estimated
C2st
$25,550
$230,450
$260,000
$40,080
The location and sizes of the major water mains are approximations only for
the purpose of this facility management plan. The exact sizes and locations
will be determined as the area develops and the water mains are designed
according to district standards.
172
-::
\
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•, \ . ;..
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\ \ . \, \ \ ' ' \ . \ \ \ \ \ \
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\ \ \ I ,
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, ..... ....-;:----~ 0 _..., --
I
/
I
/ I
I -/ :,
I /
/
CARLSBAD MUNICIPAL WATER DISTRICT
,:;
VALLECITOS
WATER DISTRICT----
..
i7
; --
,,-
.1i'.,'
! i
• ❖•.W"•"•••• \ -) r1
,---...___.
Ollvenhaln llunlclpal Water Dl•trlct ------------+
DISTRICT BO
MANAGEMENT •WATER PROGRAM Zone 12
173
ZONE 23
LA costR RROCH to.
r-·-,
------
®
STORAGE FACILITIES
. •
ExlsUng Transmission Mains
• ExlsUng Reservoirs
11111111 Existing Water Transmission Facilities
Proposed Water Transmission Facllltlaa
• 0
Pra88ure Reducing Station
Facility Number
Note: Zona 12 Is located entirely within the
Ollvanhaln Municipal Water DlstrlcL
-....!f.,■.Ll,,..,.ILLIU..UWJ.lU.UlJIJll.llllU.IWl&.WWI.LU-.....,.UUIJ U .!.!l.l.!.!.!!!.!!!!!J!WJ.I.LlWWl.lll~
CITY OF ENCINITAS
GROWTH EXHIBIT 63
MANAGEMENT eWATER DISTRIBUTION SYSTEM
-3. Build Out Assumptions:
The Build Out section of this plan, beginning on page 27, projects the ultimate build
out for all of Zone 12. These build out projections are listed below:
I.and Use
Residential:
RLM
RM
Non-Residential:
Elementary School
Junior High School
Open Space
4. Technical Assumptions:
a. Average Unit Demands
TOTAL
Build Out
Projection
1,085 DU
649DU
1,734 DU
13.3 acres
27.4 acres
96.3 acres
The OMWD study of August 1988 by Boyle Engineering established unit
demand factors as a basis for determining the average water demands. The
following are the average projected demands by land use:
Land Use
Residential:
RLM
RM
Non-residential:
Elementary School
Junior High School
Open Space
175
Average
Unit Demand
555 GPO/DU
555 GPO/DU
30,000 GPO
30,000 GPO
5.
b. Fire Flow Demands
The City of Carlsbad's Fire Department fire flow demands are as follows:
Land Use Fire Flow Demand
Residential:
RLM
RM
Non-Residential:
Elementary School
Junior High School
Open Space
Projected Build Out Demand:
1500 GPM
1500 GPM
2500 GPM
2500 GPM
Yearly demands projected by this plan are shown on Exhibit 64 below:
EXHIBIT 64
Projected Projected
Projected Yearly Demand Cumulative Demand
Year Yearly PU:s (in GPD) (in GPO)
Existing 589 326,895 326,895
1990 350 194,250 521,145
1991 350 224,25<>33 745,395
1992 350 194,250 939,645
1993 95 52,725 992,370
1994 BUILD OUT 24,ooo34 1,022,370
33 Based on 194,250 GPD from residential development plus 30,000 GPD from
projected elementary school.
34 Based on 30;000 GPD from projected junior high school.
176
6. 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 12. This reclaimed water will likely be processed through the.
Leucadia County Water District's Gafner Reclamation Plant.
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 Utilities and Maintenance
District and the City Engineer.
There are approximately 96 acres of open space within the zone as well as
an elementary and junior high school site that could potentially benefit from
the future use of reclaimed water.
B. PHASING
The approach to taken to phasing is based on ensuring that needed facilities are in
place prior to or commensurate with development. Water Service Area boundaries
are shown on Exhibit 65 on page 178 and correlate with property boundaries or
logical boundaries for the proposed water facilities within the zone. There are three
separate Water Service Areas, labeled~ B, and C. Thresholds for the major water
facilities within each area may be determined as these areas are developed.
The Water Service Area boundaries allow for independent review and development
for the water facilities within each boundary. However, the Water District may
require improvements outside of the phase boundaries if deemed necessary to serve
development.
C. ADEQUACY FINDINGS
Zone 12 currently conforms with the adopted performance standard. Since OMWD
requires all development to install domestic water and fire-flow needs as a condition
of approval to future development, conformance with the adopted standards will be
maintained to ultimate build out of Zone 12.
D. AVERAGE 10-DAY STORAGE CAPACITY
OMWD has indicated there is currently sufficient storage capacity in the district
system to serve its needs as determined by the OMWD Board of Directors. They
also indicated that the district has plans to provide for an average 10-day storage
capacity based on ultimate build out of the District and in accordance with the
District's Capital Improvement Program (CIP). A letter from OMWD concerning
the District's 10-day storage capacity is included in Appendix A-11.
177
r
ZONE 23
u~ costA nnncH ca.
178
CITY Q;: ENCINITAS
GROWTH
MANAGEMENT
PROGRAM
ZONE 6
11111111 Existing water Transmission Facllltles
Proposed Water Transmission Facllltles
•••• • 0
Service Area Boundaries
Pressure Reducing Station
Faclllty Number
Note: Zone 12 Is located entlrely within the
Ollvehaln Municipal Water District.
E
SERVICE AREA BO z
-III. MITIGATION
Special Conditions
A
B.
Water Service Area A
1. Water facilities shall be provided at the time of development to the
satisfaction of OMWD. The water district may require improvements
outside of Water Service Boundaries if deemed necessary to serve
development.
2. All. development within Water Service Area A shall pay the appropriate
water fees established by OMWD.
Financin~:
There is no special financing required for Water Service Area A
Water Service Area B
1. Water Facilities shall be provided concurrent with development to the
satisfaction of OMWD. A portion of the existing 12" water line in Calle
Barcelona shall be removed and an extension/ connection made to the 12"
main in the new alignment of Calle Barcelona as well as its extension and
connection to the 16" main in El Camino Real and the 12 inch line in
Rancho Santa Fe Road, as required by OMWD.
2. All development within Water Service Area B shall pay the appropriate
water fees established by OMWD.
Financin~:
The cost of the removal, relocation, and extension of the proposed 12-inch
water line is estimated to be 256,00035• This water line is anticipated to be
financed by the developers of Water Service Area B.
c. Water Service Area c
1. Water Facilities shall be provided concurrent with development to the
satisfaction of OMWD.
2. The existing 14" water line in the northwesterly portion on Zone 12 shall be
removed and replaced with a 16" water line in Levante Street/ Anillo Way
with a connection at the La Costa pressure reducing station and at the 16"
main in El Camino Real.
35 The itemized cost estimate is contained in Appendix 11. This estimate should only
be used as a guide to approximate costs for preliminary planning purposes. Further
cost analysis should be made as planning and design progress in Zone 12.
179
3. -All development within Water Service Area C shall pay the appropriate fees
established by the OMWD.
Financin&:
The cost of the proposed facilities in Water Service Area Care estimated
to be $300,080.
Exhibit 66 on page 181 shows a facility financing matrix for this facility. This matrix
summarizes the individual facility to be finance~ its estimated cost and timing of
construction, the existing budgeted CIP monies available for the facility and the
future funding options.
180
--
)
EXHIBIT 66
ZONE 12 -WATER FINANCING MATRIX AS OF 1/1/90
FACILITY
WATER FACILITIES
1. SERVICE AREA 8:
-12" Pipe Hain
-loop exist. 12" Pipe Hain
2. SERVICE AREA C:
-16" Pipe Hain
-Remove exist. 14" Pipe Hain
-10" tie from 18" to 16"
AMOUNT
6,900 LF
3,780 LF
1,360 LF
SUBTOTAL
lOX Contingency
TOTAL WATER COSTS
181
ES TI HA TEO
COST
$230,450
$25,550
$215,600
$44,400
$40,080
$556,080
$55,608
$611,688
TIMING I FIRST
W Development Developer
V/ Development Developer
V/ Development Developer
W Development Developer
W/ Development Developer
FUNDING OPTIONS
SECOND THIRD
)
NOTES
FINANCING
The financing section presented in this plan summarizes how all future public facilities will
be built and paid for as Zone 12 builds out. The specific financing of public facilities is
critical to the overall ability of the developers in this zone to ensure that all facilities will
maintain compliance with the adopted performance standards as growth occurs.
The plan has identified those facilities which currently fall below the adopted performance
standards as growth occurs.
FACILITY FINANCING MATRIX
The financing section of this Local Facilities Management Plan completes the analysis by
providing financing mechanisms available to fund these public facilities. A facility financing
matrix is present on Exhibit 67 beginning on page 183. This matrix supplies the following:
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 t~e most
accurate information as of the writing of this plan. The costs are in 1989-
90 dollars and will be updated as yearly monitoring takes place.
4. Timin&. The projected date the facility will be constructed.
5. Fundin1: 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 1989-90 to Build Out Capital Improvement Program.
Various financing options are summarized in the Executive Summary of this report
beginning on page 1.
182
EXHIBIT 67 ZONE 12 -FACILITY FINANCING SUMMARY AS OF 1/1/90.
AMOUNT
ESTIMATED
COST TIMING FIRST
FUNO I NG OPTIONS
SECOND THIRD NOTES ···••==========================================================================•=========•======================================================================•
CITY ADMINISTRATION
1. Las Palmas Debt Service 22,627 sf $2,000,000 1989-99 Cl ty -PFF
2. Safety Center Phase II 62,000 sf $3,955,000 1992-93 City -PFF/S
3. New City Hall NA $23.100,000 1999+ Cl ty -PFF $============
TOTAL CITY ADHlNISTRATION COSTS $29,055,000
1989-'90 CIP Budget: 1992-'93 $3,455,000 (PFF); $500,000 (S) for Safety Center Phase II.
1999+ $23,100,000 for New City Hall.
FACILITY
LIBRARY FACILITIES
1. LI brary Remode 1
2. Library -For Build
Out Population
3. LI brary -South
Carlsbad
TOTAL LIBRARY COSTS
AMOUNT
8000 sf
15,331 sf
64,000 sf
ESTIMATED
COST
$3,948,000
$5,060,000
$30,782,000
=============
$39.790,000
TIMING
1994-99
1999+
1989-2009
1988-'89 CIP Balance Forward: $2,669,432 (South Carlsbad Library Site)
FACILITY
WASTEWATER FACILITIES
1. Enclna Outfall Upgrade
3. Enclna Phase IV Expansion
4. Solids Management Program
TOTAL WASTEWATER COSTS
183
f
ESTIMATED
COST
$4,600,000
$13,983,000
$12,800,000
$31. 383,000
TIMING
1994-1999
1989-1999+
1989-1999+
FIRST
City -PFF
City -PFF
City -PFF
FIRST
Sewer Fees
Sewer Fees
Sewer Fees
PFF=Publ le
Facility Fees
S=Sewer Funds
Balance Forward: $128,650 (Safety Center Phase II).
$148,071 (Las Palmas Purchase).
FUNDING OPTIONS
SECOND
FUNDING OPTIONS
SECOND
THIRD
THIRD
NOTES
NOTES
FACILITY AHOUNT
ESTIMATED
COST
EXHIBIT 67 (Page 2 of 6)
TIHING I FIRST
FUNDING OPTIONS
SECOND THIRD NOTES
-----==------cc----z----------•••=--------==-----=----------------s----z==----r------------------==---=------=----=-=a•••=•-===-----------------------~-------
PARK FACILITIES -PARK DISTRICT 4
I. LAND ACQUISITION
-Alga Norte Park 35.0 ac
2. CONSTRUCTION
-Alga Norte Park 15.52 ac
19.48 ac
-Alga Norte Connunlty Center NA
-Leo Carrillo Park 10.28 ac
8.52 ac
-Hacario 25 ac
TOTAL PARKS COSTS
CIP Budget: 90'-91' $2,241,265 (Alga Norte)
91'-92' $1,000,000 (Alga Norte)
93'-94' $205,000 (Carrillo)
Balance Forward $25,000 (Hacario)
$5,168,000 1989 Developer
Dedicates w/
Future Pll Fee
Credit/Reimbursement
$1,000,000 1991 City -PFF
$805,000 1999 City -PFF
$2.241,265 1990 Developer w/
future reimbursement
$1.500,000 1999+ City -PFF
$2,075.000 1993-99 City -PFF
$971,500 1999+ City -PFF
$7,000,000 1999+ City -PFF
$20. 766,765
1994-'99 $1,870,000 (Carrillo)
1999+ $7,000,000 (Hacario); $805,000 (Alga Norte)
Notes: (1) All credits and future reimbursements are part of the revised Parks agreement with the La Costa Ranch Co.
184
PIL -Park-In-
lieu
(1)
)
EXHIBIT 67 (Page 3 of 6)
--------------------------------------------------------------------------------------------------------------------------------------------------------------
FACILITY AHOUNT
DRAINAGE FACILITIES
WATERSHED A:
2. 48" Storm Drain 230 LF
-Inlet/outlet 1 ea.
3. 54'' Storm Drain 100 LF -Inlet/outlet 1 ea.
4. Detentlon/Deslltatlon Basin 1 ea.
5. Double Barrel 42" Storm Drain 170 LF -Inlet/outlet 2 ea.
6. Double 6 x S'box culvert 170 LF -Inlet only 1 ea.
7. 30" Storm Drain (western zone) 180 LF
8. 30" Storm Drain (central zone) 740 LF
9. 30" Storm Drain (n. central) 1,430 LF
10. 30" Storm Drain (n.w. zone) 200 Lf
WATERSHED C:
12. 36" Storm Drain 1,000 LF
13. 30" Storm Drain (eastern zone) 580 LF
SUBTOTAL
lOX Contingency
TOTAL DRAINAGE FACILITY COSTS
ESTIHAT£D
COST
$34,500
$19,500
$17,000
$22,000
$220,000
$37,400
$40.000
$181.900
$21,500
$18,000
$17,400
$143,000
$20,000
$120,000
$58,000 -------------
$970,ZDO
$97,020
============= $1,067,220
TIMING
w/ Development
Concurrent
w/ Development
Concurrent
w/ Development
Concurrent
w/ Development
Concurrent
w/ Development
Concurrent
w/ Development
Concurrent
w/ Dev~lopment
Concurrent
w/ Dev~lopment
I FIRST
of Watershed A-D
Developers
of Watershed A
Developers
of Watershed A
Developers
of Watershed A
Developers
of Watershed A
Developers
of Watershed A
Developers
of Watershed A
Developers
of Watershed C M
FUNO I NG OPT! ONS
SECOND
Drainage Fee (1)
THIRD NOTES
LF -Lineal Feet
--------------------------------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------------------------------
185
EXHIBIT 67 (page 4 of 6)
ZONE 12 -CIRCULATION FINANCING HATRIX AS OF 1/1/90
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
FACILITY AHOUNT
CIRCULATION FACILITIES
ESTIMATED
COST TIMING I FIRST
FUNDING DPTIOHS
SECOHD THIRD NOTES
-----------------------------------------------------------------------------------------------------------------------------------------------------------------I. IMPROVEMENTS NEEDED NOW (1)-lncluded In
cost estimates for -Rancho Santa Fe Rd. fr/Melrose Calle Barcelona. Ave. north to la Costa Ave. 4 Lanes s12.ooo.ooo 1990 Developer Hello Roos 1995.
-Ollvenhaln Rd fr/El Camino Real (2)-Jncluded In to Rancho Santa Fe 4 Lanes SI. 500.000 1990 Developer Mello Roos cost estimates for
2. IMPROVEMENTS NEEDED BY 1991 la Costa Ave .• 1993.
(])-Included In -El Camino Real/ cost estimates for Calle Barcelona Intersection Full (I) Rancho Santa· Fe Rd.
1995. 3. IMPROVEMENTS NEEDED BY 1993
-la Costa Ave. fr/El Camino
Real to 1-5 Northbound
On Ramps Full $5,D00.000 1990 Developer Hello Roos
4. lHPROVEMENTS NEEDED BY 1995
-Rancho Santa Fe Rd. fr/
Melrose Ave. North to Camino
De Los Caches Full $42,000,000 1995 Developer Hello Roos
-Olivenhain Rd fr/
El Camino Real to
Rancho Santa Fe Rd Full $8,700.000
-Calle Barcelona fr/
El Camino Real to
Rancho Santa Fe Rd. Full $5,600,000 1995 Developer
-El Camino Real/
La Costa Ave Intersection Full (2)
5. IHPROVEHENTS NEEDED BY
BUILD OUT
-El Camino Real fr/
La Costa Ave to
01 tvenhain Rd Full $3.700.000 Build Out Developer Mello Roos
-Rancho Santa Fe Rd.
intersections Full (3) ============== TOTAL CIRCULATION COST $78,500,000 -----------------------------------------------------------------------------------------------------------------------------------------------------------------
FACILITY
FIRE FACILITIES
1. Fire Station No. 6
-Construction
and Equipment
AMOUNT
TOTAL FIRE COSTS
ESTIMATED
COST
$55D,DOO
$550,000
EXHIBIT 67 (Page 5 of 6)
TIMING
1988-89
FIRST
City PFF w/ Developer
Reimbursement for
Relocation
CIP Budget: 1988-'89 Appropriated $550,000 (Fire Station No. 6 and Apparatus) -SOURCE: PFF
Notes: (1) Details of financing agreement In 1988 Fire Station Agreement.
FACILITl AMOUNT
SCHOOL FACILITIES
1. ENCINITAS
-Mission Estancia
Elementary
-Elem. No. 3
2. SAN DIEGUITO
-High School
-Jr. High
TOTAL SCHOOL COSTS
187
ESTIMATED
COST
$3,500,000
$3,500,000
$35,000,000
Not Aval lab le
===========-=
$42,000,000
TIMING FIRST
1990 State
1998+ State
1989-92 State
State
FUNDING OPTIONS
SECOND
FUNDING OPTIONS
SECOND
School Fees
School Fees
North City
\lest School
Fact lltles
Authority
School Fees
THIRD NOTES
(1)
THIRD NOTES
School Fees
FACILITY
SEWER FACILITIES
1. PHASE A:
-10" Sewer Hain
FACILITY
WATER FACILITIES
1. PHASE 8:
-12'' Pipe Main
-loop exist. 12" Pipe Main
2. PHASE C:
-16" Pipe Main
AMOUNT
720 LF
SUBTOTAL
lDX Contingency
TOTAL SEWER COSTS
AMOUNT
6,900 LF
3,780 LF
-Remove exist. 12" Pipe Main
-10" tie from 18" to 16" 1,360 LF
SUBTOTAL
10" Contingency
TOTAL WATER COSTS
188
ESTIMATED COST
$27,100
$27,100
$2,710
$29,810
ESTIMATED
COST
$230,450
$25.550
S21s.soo
$44,400
$40,080 -------------S556,080 $55,608 ••===c=======
S611,688
EXHIBIT 67 (Page 6 of 6)
TIMING FIRST
Concurrent Developer w/ Development
TIMING FIRST
W/ Development Developer
W/ Development Developer
W/ Development Developer
W/ Development Developer
W/ Development Developer
FUNDING OPTIONS
SECOND
FUNDING OPTIONS
SECOND
THIRD
THIRD
NOTES
LF•LI nea 1 Feet
NOTES
REFERENCES
"Master Drainage Plan For The City of Carlsbad, California," VTN Southwest, June, 1980.
"San Marcos County Water District Water and Sewer Master Plan," Volume 1, NBS/Lowry,
August, 1986. ·
''Water System Analysis For The Planned Development of La Costa Within The Olivenhain
Municipal Water District," Boyle Engineering Corp., November, 1975.
"Water Systems Analysis for the La Costa SW II (CT 88-3) within the Olivenhain Municipal
Water District," Boyle Engineering Corp., August 1988.
"Planning Study Leucadia County Water District," Engineering Science, September, 1985.
"Citywide Facilities and Improvements Plan," City of Carlsbad, Revised September 29, 1986.
"Capital Improvement Program," 1989-90 to Build Out
189
.. z
CITY OF CARLSBAD -AGENDA BILL
AB# H~--#/ TITLE· ----' LIBRARY SITE AND FUNDING RECOMMEN-MTG. 7/7/87 DATION FOR A NEW LIBRARY IN SOUTH
DEPT. LIB ·CARLSBAD
RECOMMENDED ACTION:
. , DEPT. HO.' __ ,
CITY ATTY'Vft.
CITY MG~=
1. Approve the recommended library site and direct the City Manager to negotiate a
purchase agreement with the owner.
2. Direct the City Manager to include funds in the CIP for land acquisition and
construction of a library.
3. Direct the City Manager to evaluate alternative methods of financing and
constructing the library (developer build vs. City build).
ITEM EXPLANATION:
On January 27, 1987 the City Council directed staff co negotiate the acquisitio~
of a library site and/or a developer proposal to build and lease back a library
facility. Council action was based upon the library site selection committee
report which listed five sites for consideration. All five sites met the
selection criteria recommended in the Library Strategic Plan. Subsequent
investigation and negotiations with Carlsbad Retail Associates has resulted in
the selection of a preferred site. Ac its meeting of April 16, 1987 the site
selection committee endorsed Site E as the best site for a new library. The
library board also has endorsed the site. The asking price for the property
appears to be consistent with other property in the area.
Design funds of $650,000 are already budgeted in the CIP. Design of the buildL:
· will occur upon purchase of the site. Purchase is anticipated during 1988.
FISCAL IMPACT:
The City has several alternatives available for funding the acquisition of a new
library. All options depend on the City pledging public facilities fee funds,
both existing and future, to this project. The ultimate decision on exactly how
to finance the construction will determine the extent of public facilities fees
committed to the project in future years and the effect the library will have on
the timing of other improvements. The library project costs are summarized in
the following cable:
Fiscal Approximate
Descri2tion Year Amount Received
Land Acquisition 1988-89 $1~1 million
Grading 88-89 0.9 million
Design 88-89 0.6 million
Construction 89-90 to 99-91 8.4 million
0 • Total Project Cost $11.0 million
ti -
z ::,
0 (.)
Operations 90-91 and $0.5 to 0.9 million
thereafter
Purchse of the library site and funding grading costs prior co 1989-90 may
raquire dedication of all available public facilities fee revenues for 1987-88
and delay of certain existing PFF projects. The list of ptojects to be delayed
includes Palomar Airport Road improvements, park improvements in the ·northeast
and southvest quadrants, the Public Safety Center phase II and III and many
smaller projects.
Page 2
AB NO. ,e/61· Al-/
This delay in funding ocher improvements is brought on by reduced
PFF revenue due to the slowing of development activity. Existing
resources must be allocated co only cop priority projects.
Staff is recommending chat Council reserve funds for the acquisition
of land and grading coses from 1987-88 revenue (assuming 87-88
revenues are sufficient to cover these and ocher committed coses).
Actual purchase of the property would not occur until 1988-89.
The long term financing of the building construction coses could be
done in one of three ways:
l. Building construction funded by site developer with lease back
agreement -under this concept the City would enter into a
lease back agreement with the site developer to build the
library to City specifications. The City would then enter into
a long term lease back agreement with the developer pledging up
to $1 million per year of public facilities fee revenue co lease
payments over a 20 year period. The actual lease payments will
depend on construction coses and interest races during this 20
year period. By allowing the site developer to build the build-
ing, the City may be able to lower total construction costs by
caking advantage of certain economies of scale.
2. Certificates of Participation -The City may issue Certificates
of Participation for the construction of the building. The
public facilities fee fund would be pledged, along with City
general fund revenues, ta the repayment of the debt, as in the
above approach the library debt would have first claim of PFF
revenues. This alternative offers the City a lower interest
rate due to our ability to issue tax exempt debt. Repayment
would require up to $1 million per year for 20 years; however,
due to lower interest rates, the actual cost to the City could
be slightly less than alternative dl.
3. Mella-Roos District Reimbursement -Under this alternative the
City must put together a series of financing steps. First, the
building could be constructed by the site developer or by the
City through the use of Mello-Roos tax exempt debt. In either
case the ultimate cost of the building ~ould be supported by the
Mello-Roos district. The developers supporting the district
could have the annual assessment placed upon their district
reduced by the amount of public facilities fees payed by that
developer. The cost to the City is limited to the amount of
public facilities fees paid by developers within the district.
Any shortfall could be assessed against property with the
district.
Council is not required to select a funding alternative at this time.
However, an understanding of the alternatives is necessary before the
City moves forward with the project. Two important points found in all
financing methods are 1) Public facilities fees are pledged to repay the
Page 3
AB NO. Q,? -#/.
cost of the building and, 2) The City will be delaying many public
facilities fee projects to make way for library funding.
The CIP which will be presented to Council in the next few months will
detail the fiscal impact of this project. The City will require
development of 400 to 600 dwelling units per year to fund the library
construction.
The operating costs for the new library will run from $500,000 to
$900,000 per year depending on the level of operations. The City
presently is unable to support this additional cost. Preliminary
projections of General Fun~ ·revenue show that an operating deficit of
about $1.5 million will exist in 1990-91, the first -year of operations
for this facility. The City must consider revenue enhancements or
zone fees assessed against development to cover operating costs for
the first year or two of operations.
EXHIBITS:
1. Mem from Library Director to Site Selection Committee dated
-April 16, 1987.
2. Site plan.
3. Letter from Johnson Wax Development Corporation co Frank Mannan
date June 26, 1987. ·
4. Site map.
APRIL 16, 1987
TO: SITE SELECTION COMMITTEE
FROM: Library Director
LIBRARY SITE SELECTION PROGRESS REPORT
Library and city staff h~ve had six meetings with the developers
who plan to build a shopping center on El Camino Real between
Alga Road and Dove Lane. The result of those meetings has been
the development of a tentative site plan for a library building.
The next step will be to develop a final site plan • ..
The addition of the new post office to this general site plan
has caused some of the r~visions we have developed. That has
also required the developers to purchase an aaditional seven
acres of land to accommodate both the library 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:
t. Purchase the land from the developer and tease back the build-
ing.
• 2. Lease back the land and the building.
3. Purchase outright the land and the building from the developer
after the building is built.
Any one or a combination of these options may be feasible. More
work needs to be done on various financing alternatives.
This proposed site appears to be the best possible site for the
library 1n the southern half of the city. The combination of
a shopping center. post office and library will make for an ideal
mix and should provide a convenient source of services to the
public. The site satisfies all the major criteria we have used
to evaluate various potential library sites •
PAS
Distribution:
Geoff Armour
John Cahill
Bebe Grosse
Michael Holzmiller
Ann Kutchin
Sharon Schramm
•
_SOUTH CARLSBAD
• LIBRARY SITES·
--
ALGA
.. z 0 ti C
~ u z
:I 0 CJ
AB# hJ 618" I
MTG. 4/10/90
DEPT. ENG:MP
CITY OF CARLSBAD -AGENDA BILL
TITLE; APPROVAL . OF ARCHITECT AGREEMENT FOR
LIBRARY DESIGN SERVICES ANO APPROVAL
OF INCREASED PROGRAM SPACE FOR THE
CARLSBAD LIBRARY PROJECT
RECOMMENDED ACTION:
DEPT. HD.'/ L..
CITY ATTY'J)J1:;_
CITY MG~~
Adopt Resolution No.9'o-/C},_ approving an architectural consultant
agreement for library design services and approving an increase in
program space for the Carlsbad Library facility, Project No. 3244.
ITEM EXPLANATION:
In the 1989-90 Capital Improvement Program budget, the City Council
appropriated funds and directed staff to begin the preliminary work
for the design of the Carlsbad Library Project including an
analysis of the existing Cole Library facility. Attached is an
agreement with the recommended architectural firm of
Cardwell/Thomas and Associates in cooperation with James McGraw and
Associates for the design of the Carlsbad Library Project and the
feasibility study and analysis of the Cole Library building.
In 1986, the city council adopted The Strategic Plan for Library
Space Needs which identified a 58,000 square foot library facility
to be located in the southern part of Carlsbad. This report also
identified the eventual expansion of the existing Cole Library
facility of an additional 20,000 to 25,000 square feet at buildout.
The current work of the City's Consulting Librarian, Mr. David R.
Smith, has concluded that a building program of 58,600 square feet
for the proposed new library building is the minimum established
square footage to house all current and projected space
requirements. Mr. Smith recommends a total program space of 64 , 000
square feet to more effectively and efficiently meet the increasing
library space needs of the new Carlsbad Library facility. Attached
are several exhibits which address these subjects in more detail.
At this City Council meeting, City staff and the consultants will
make a presentation regarding several issues facing the proposed
Carlsbad Library facility.
FISCAL IMPACT:
The total value of the design services· for the project is $928,255.
The City Council has previously appropriated a total of $3,806,000
for the preliminary work including final design for the Carlsbad
Library Project with funds appearing in Project Account No. 320-
820-1810-3244. Staff recommends the approval of the attached
consulting agreement and commencement of the design of the project • .
Attached is a memorandum from the Finance Director dated April~,
1990, outlining several potential funding alternatives for the
construction of the project estimated to range between $14. 2
million to $15.l million. The Finance Director will be present at
this Council meeting and assisting in the presentation regarding -
this subject.
r
Page 2 of Agenda Bill No. tq67~
EXHIBITS:
1. Location map.
2. April 3, 1990 memo from the Municipal Projects Manager to the
City Manager regarding the status of the proposed earls.bad
Library Project.
3. Letter from David R. Smith, Library Building Consultant, dated
February 10, 1990.
4. April 2, 1990 memorandum from the Finance Director to the
Municipal Projects Manager regarding funding alternatives for
the proposed Carlsbad Library Project.
5. Resolution No. -3..C-tD ;3 approving an architectural consultant
agreement with the firm of Cardwell/Thomas and Associates for
library design services and authorizing the increase of program
space for the Carlsbad Library Project .
. 6. Consultant agreement.
. -
I
\
\ \
\ ' ' '\
' SITE '
1-'ROJECT NAME
LOCATION
' ' .... .... _ ---
' DOVE .... ..... ._ __ ----
ALGA
m r-
(")
> ~ -z
0
::0 m > r-
SOUTH CARLSBAD LIBRARY
MAP
LANE
ROAD
. -
PROJECT # EXHIBIT'
3244 1
April 3, 1990
TO: CITY MANAGER
FROM: Municipal Projects Manager
STATUS OP CARLSBAD LIBRARY PROJBCT
The-following is a status report regarding the proposed Carlsbad
Library Project. The following issues are addressed:
• Brief history of the project and work of the Library Building
Review committee.
Architect selection
recommendation.
process, design agreement, and
• Summary of 1986 Strategic Plan for Library Space Needs and
City's Consulting Librarian, David R. Smith's 1990 Building
Program.
• Project cost estimates.
• Finance Director's analysis of funding alternatives .
RECENT PROJECT HISTORY
In the 1989-90 Capital Improvement Program budget, the City Council
appropriated funds and directed staff to begin the preliminary work
for the design of the Carlsbad Library Project including an
analysis of the existing Cole Library facility. On May 23, 1989,
the City Council adopted Resolution No. 89-173 approving a purchase
agreement for the acquisition of a six (6) acre site along the
western extension of Dove Lane, west of El Camino Real. on July
18, 1989, the City Council adopted Resolution No. 89-254 approving
a consultant agreement with Mr. David R. Smith, consulting
Librarian, to assemble a detailed City library building program and
provide assistance and input into the selection of an architect for
the project.
The City Council approved Library Building Review Committee
composed of two (2) City Council Members, one (1) member of the
Planning Commission, representatives of the Library Board of
Trustees, Friends of the Library, three (3) citizens at large, and.
City staff was assembled to act as an advisory group, provide input"""I
and review of the building program, and make recommendations to the
Library Board of Trustees and City Council regarding the selection
of an architect team to design the Carlsbad Library Project and the
feasibility study for the Cole Library facility. For the past
several months, the Library Building Review Committee conducted an
extensive selection process to identify an architectural consultant
to provide design s_ervices for this project.
April 3, 1990
Page 2
ARCHITECT SELECTION PROCESS. DESIGN AGREEMENT. AND COMMITTEE
RECOMMENDATION
On September 29, 1989, Request for Qualification packages were
mailed to fifty-nine (59) architectural firms identified as
potential candidates for the project. These firms consisted of
architectural firms and individuals who had formally requested
inclusion, had been recommended to the City by other governmental
agencies, had specific design experience in public libraries, or
had accomplished other City projects. Of this group, thirty-three
(33) architectural firms submitted materials in response to the
initial request. On November 9, 1989 following a review of the
submitted materials, the Library Building Review Committee
identified and recommended seven (7) firms as finalists for the
design of the project. The seven (7) final firms were requested
to submit a detailed project proposal and prepare a formal design
presentation at an interview session before the Library Building
Review Committee.
The seven (7) firms identified for the project were:
Albert c. Martin and Associates
Cardwell/Thomas & Associates and
James McGraw & Associates
Charles Walton & Associates
IBI Group
Ripley & Associates
Simon, Martin-Vegue, Winklestein, Moris
Wheeler, Wimer, Blackman
Irvine
Seattle/San Diego
Glendale
Newport Beach
San Francisco
San Francisco
San Diego
on January 18 and 19, 1990, the Library Building Review Committee
convened at the Public Safety and Service Center to receive the
formal design presentations and interview each of the seven (7)
final firms. Particular emphasis was placed upon a demonstration
of the firm's specific capabilities and experience in the design
of public library projects. Following the completion of all seven
(7) interviews and considerable discussion, the committee requested
that staff further research and provide additional background
information on the proposed joint architectural team of
Cardwell/Thomas and Associates and James McGraw and Associates.
on February 13, 14, and 15, 1990, three (3) representatives of the
Library Building Review Committee traveled to the offices of
Cardwell/Thomas and Associates in Seattle, Washington and held
extensive meetings with members of the firm to exchange ideas and
discuss the project in more detail. The meetings included site
visits to other completed library projects accomplished by this
firm in the greater Seattle area. Additionally, the visit included
interviews with several of the firm's subconsultants to further
confirm the architect's qualifications and specific library design
. -.
April 3, 1990
Page 3
experience. A similar visit was made by Committee members to the
offices of James McGraw and Associates in San Diego. During both
of these visits, several other tours were conducted to review the
firms' previously accomplished projects, including both public and
academic libraries, and projects similar in detail and style
desired for the Carlsbad Library Project. In addition to direct
interaction with the proposed architectural team members, several
references were contacted by City staff via telephone and
questioned regarding their experience in working with these firms
on other projects.
On February 22, 1990, a report was presented to the Library
Building Review Committee on the research and additional background
information obtained on the proposed joint architectural team. The
report summarized the office visits, meetings, tours, and reference
checks. It was the conclusion of the Committee representatives
that the additional background information revealed that the
proposed architectural team possessed the necessary design
capabilities, technical knowledge, building expertise, knowledge
of current construction techniques, and experience in public
projects necessary to produce and manage complex public library
building projects. Additionally, the proposed architectural team
has experience in design issues related to the remodeling and
expansion of existing library facilities critical to the work
associated with the Cole Library facility. Following the
presentation of the report, the Library Building Review Committee
unanimously selected Cardwell/Thomas and Associates and James
McGraw and Associates as the firm to be recommended to the City
Council for design of the new Carlsbad Library project.
It is therefore the recommendation of the Library Building Review
Committee and City staff that the firms of Cardwell/Thomas and
Associates and James McGraw and Associates be authorized by the
City Council to proceed with the design of the project. The lead
firm for the project will be Cardwell/Thomas and Associates who
will carry out all phases of design and have prime responsibility
and overview throughout the entire project. James McGraw and
Associates will work under contract to Cardwell/Thomas and
Associates to coordinate the production of the final project plans,
specifications, and contract documents. This joint arrangement
will provide the project with a team that includes a firm with
specific design expertise and management experience of library •
projects and a firm that has very detailed technical skills and is~
able to provide local representation. Staff feels this combination
is advantageous to the administration of a successful project of
this complexity.
April 3, 1990
Page 4
The consultant agreement negotiated between City staff and
Cardwell/Thomas and Associates as the prime architectural
consultant requires completion of approved final project plans,
specifications, and contract documents in March of 1991. The
agreement includes complete architectural services, interior
design, and all other required building, engineerin~, lighting and
acoustics, and landscaping disciplines. The architects are also
tasked to immediately perform a full architectural and building
safety assessment including an engineering analysis of the Cole
Library building. Also to be accomplished are the exploration of
alternatives and expansion options on the site as well as
preparation of a written report to the City summarizing the
findings.
Library design is a complex and intricate process requiring a more
intense effort and higher level of architectural organization and
attention to technical detail than is customarily required for the
design of other public facilities. The design process for the
Carlsbad Library facility will be highly interactive and
participatory. Upon the issuance of the Notice to Proceed, the
architects will schedule and conduct the first in a series of
~orkshops with staff, the Library Board, the Library Building
Review Committee, and other interest groups to develop and examine
various building layouts and design alternatives. This process
will continue over a period of several weeks to reach consensus on
a final schematic design which will undergo further refinement
until a clearly defined library facility design emerges. During
each design stage, the architects will also provide guidance in the
process of selecting interior and exterior building finishes,
interior furniture, fixtures, operating systems, and equipment.
After completion of these phases, the construction plans,
specifications and contract documents will be prepared and
assembled and the project will be presented to the City Council for
authorization to bid the construction of the project. The project
will require a Conditional Use Permit to be issued by the Carlsbad
Planning Commission. All other project permits and approvals have
already been obtained.
SUMMARY OF 1986 STRATEGIC PLAN FOR LIBRARY SPACE NEEDS AND CITY'S
CONSULTING LIBRARY, DAVID R. SMITH'S 1990 BUILDING PROGRAM
The primary guide to be used during design will be the Carlsbad .
Library Building Program as prepared over the past several months~
by the City's Consulting Librarian, Mr. David R. Smith. Now in
final form, the Library Building Program contains information on
current and future library needs and services essential to a
successful public library design for tne City of Carlsbad. The
document includes information such as:
April 3, 1990
Page 5
• Functional facility design criteria.
• An analysis and summary of all public and staffing space,
shelving, and seating allowances.
• An analysis and summary of each functional space including
area requirements, aesthetics, general environmental and
economic considerations, types and locations of collection
materials, and specific descriptions of equipment,
furnishings, and furniture to be installed in the building.
• General architectural requirements including lighting and
acoustics, computer layout, technical/support service
requirements, restrooms, maintenance space, and related
issues.
In 1986, the City Council adopted the Strategic Plan for Library
Space Needs. This report identified a preliminary building program
space of 58,000 square feet for a library facility in the southern
part of the city. This allocation of space was accomplished
through a very preliminary analysis of existing and proposed
library functions, creation of shared spaces between functions and
facilities, and significantly reduced unassigned building space.
Further, the 1986 analysis did not take into consideration the
location, functional size, and net-space requirements for other
facilities within the library buildings such as larger auditoriums
and meeting rooms, public service areas, introduction of public
arts elements, expansion capabilities for new programs, etc.
Minimal allowance of unassigned building space including space
designated for interior walls, hallways, restrooms, maintenance
areas and building equipment rooms was not definitively identified
in the detail necessary to support a preliminary building program.
Both the City's Library Building Consultant and City staff are
concerned that a minimal allowance of unassigned building space
commonly results in a utilitarian style building lacking in the
open atmosphere, depth, receptivity, and ambiance that is critical
to successful public library design. Both the consultants and
staff feel strongly that the 58,000 square foot assigned space for
the proposed library facility that was developed in the 1986
report, although functional, will not yield the quality library
facility, over the long term, that is expected of the project. ,,
Further, a review of the 1986 Strategic Plan shows that the-:
conceptual library space of 58,000 square feet was based solely on
an estimated library space per capita, as opposed to the current
Library Building Program which is based on c_urrent information
gathered from the primary users of the proposed Carlsbad Library.
During the programming phase of this project, the minimum
established square footage for the new library building was 58,600
square feet. _This included reductions in square footages in
April 3, 1990
Page 6
several areas otherwise requiring additional space and an
allocation of only 22% unassigned space for the entire building.
Attached for the City.Council's information and review is a letter
dated February 10, 1990, from the City's Consulting Librarian, Mr.
David R. Smith, recommending an increase in the library program
space for the new Carlsbad Library building of 5,400 square feet
(a 6,000 square foot increase over the 1986 strategic Plan report)
for a total program space of 64,000 square feet. The 5,400 square
foot increase, representing a 9.2% increase in square footage, is
proposed to be r•distributed among those library functions earlier
reduced in the.Building Program and would increase the unassigned
building space to a more satisfactory design level for a facility
of this size.
The increase of program space for the new Carlsbad Library would
also beneficially impact the proposed expansion of the Cole
Library. The original concept of the 1986 Strategic Plan was to
house certain library administrative functions, including
administration and technical services, at the new Carlsbad Library
facility until expansion of the existing Cole Library facility.
At that time, these administrative functions would then relocate
back to.the Cele Library. With an increase in program space at
this time, these administrative functions will remain permanently
at the new library facility making available additional public
library space at the Cole Library. City staff considers this to
be a major organizational, functional, and economic advantage to
relocating the administrative and technical operations of the
library only one (1) time. The established library standards under
the City's Growth Management Plan require the construction of an
additional 20,000 to 25,000 square feet of library space at
buildout. This expansion space is proposed to occur at the Cole
Library building. Under the proposed approach to expand the new
library building to 64,000 square feet, this increase would yield
nearly equal public library spaces in both the new building and the
Cole Library building at buildout.
staff has investigated the effects an increased program space of
5,400 square feet would have on parking requirements for the new
facility. While the City has no adopted parking requirement
standard for libraries, the parking currently designated for the
project (350 spaces) is adequate for a 64,000 square foot facility
based on figures used satisfactorily on a number of other library
buildings of this size. The City also has the option to design a
full or partial two-story facility that would create additional
space for parking. This and other options will continue to be
explored by the architect and the Library Building Review Committee
as preliminary development of the building site evolves.
The concept of increasing the program space to 64,000 square feet
for the new Carlsbad Library was discussed and unanimously endorsed
by the Library Building Review Committee at their meeting of
February 22, 1990. In conclusion, staff recommends the City
Council authorize the increase in program space for the new
Carlsbad Library facility from 58,000 square feet to 64,000 square
feet.
. -.
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April 3, 1990
Page 7
PROJECT COST ESTIMATES
The following summarizes the estimated project budget for both a
58,600 square foot facility and a 64,000 square foot facility:
Land purchase and si t·e improvements
Library Programming Services
-Architectural Design Services:
-New Carlsbad Library Design
Cole Library Study
-Reimbursable Expenses
construction at $135 per square foot
Construction contingency (10%)
Furnishings, fixtures and equipment at
$25 per square foot
Collection development
construction management:
-Architectural oversight
-Resident inspection services
Special building inspection
of structural steel,
elevator, and related
building issues
-Soils and materials testing
Utility service fees and connections
City project management
Title, appraisal, and legal work
Miscellaneous including document
reproduction, dedication plaques,
dedication ceremonies, photographs
and exhibits, etc.
$
58.600 SF
2,300,000
45,000
795,750
50,000
82,505
7,911,000
791,100
1,465,000
200,000
150,000
100,000
25,000
25,000
75,000
65,000
10,000
35,000
$
64.000 SF
2,300,000
45,000
795,750
50,000
82,505
8,640,000
864,000
1,600,000
200,000
150,000
100,000
25,000
25,000
75,000
65,000
10,000
35,000
TOTAL ESTIMATED PROJECT BUDGET $14,125,355 $15,062,255
FINANCE DIRECTOR'S ANALYSIS OF FUNDING ALTERNATIVES
Attached is a memo dated April 2, 1990 from the Finance Director
discussing the potential funding alternatives for the library
project taking into account increased square footage and updated
budget estimates. Three (3) potential funding alternatives are~
identified in which the council, during the upcoming CIP .review, ·
will be asked to approve one (1) or a combination of the following:
• Increase tax rates under the proposed Mello-Roos District.
• Delay and/or reprioritize projects in the Capital
Improvement Program.
• Contribute funds from the General Fund to the project.
April 3, 1990
Page 8
With respect to the current status of the project and the design
contract at hand, the total value of the design services for the
project is $928,255. The City Council has previously appropriated
a total of $3,806,000 for the preliminary work including final
design and property acquisition for the Carlsbad Library Project
with funds appearing in Project Account No. 320-820-1810-3244.
Staff recommends the approval of the attached consulting agreement
and commencement of the design of the project •
. CAHILL
ipal Projects Manager
JJC: jkb
Enclosure
c: Assistant City Manager
Finance Director
Community Development Director
Library Director
City Engineer
Ken Quon, Project Manager
.. -.
--
David R. Smith ________ Consulting Librarian. ________ _
Date: February I 0, 1990
130 &oily Road
Hopkiu, Minnesota 55343
612-933-0199
To: Clltr Lange, DI.rector • Carlsbad City Ubrary
From: David R. Smith, Consulting Librarian
-·-
Subject: 1. Carlsbad Ciiy Library Summary of Spaces revised to 64,000 Square Feet
2. Georgina Cole Library Summary of Spaces -Expansion to 50,000 Square Feet
3. 1993 Building Operating~ • Nf!W Carlsbad City Library -Revised
1. New Otd:s?ad art Ubra[y -64, ooo square feet
Em:lmed is a revised summary chart which mustrates the additions which I would recx>mmend
making to the bulleting program. For your review, I have bracketed the revised spaces to the left of
the square foot are• being revised. Theae revilli.ais indude
a: 1.000 square feet to the gallery
b: 250 square feet to the auditorium
c: 700 square !eet to the dlildrens services Increased PAC's
d: 600 square feet to the adult collection area Increased PAC's
e: 300 square feet to the refe1 ence magazine area
Total square foot inaease to the public services spaces• 2,8SO square feet. No change to the staff
areas. ~ unassign«I spaces has been maeued by 2% er 2,SSO square feet. Total expansion of
the building is&400 square feet fer a total of 64,000 square feet.
At.u:r reviewing the parting requlremm.11, I woo.Id support your cxmmients of our telephone
convenadcn of the other day. Piw (5) parting spa.cm per 1,000 square feet of. library building
area is a nam wtuch has been UICld satisfadorily en a number of buildings of this me. Applying
this figure to the 64,000 square feet results in a to1al parking requirement o( 320 spaces. The 350
spaces provided will remit in a S.S spacea per 1houaand square feet figure. It should a1ao be
adcDawledged that there will be substantial commercial padcing far the ""1airung users of the ~
center. I feel that the 64,000 square feet can be justified with 320 to 350 parting spaces.
l. Georgina Cole Summacy of Spaces: Libra[Y Expansion to 50,000 Sqyare Feet
For this summary I used a 30% unassigned area (15,000 square feet) and have calculated the
relocation of the administrative offices and teclm.ic.al services from the South Carl,bad Library to
this expanded building. A3 you will note, that with the adult teaming center and genwogy service
included, that the adult xrvio::s area and ref ereno::s· area are approximately 50% of the spaces
allocated in the south building. If 64,000 square feet !or the new Carlsbad City Library should be
approved, it may not be neceuary to plan to move any administrative or support services to the
north. a topic fer further disnJssim
Tile expansion program for lhe Cole Library provides 149 seats in the public areas and a collection
size or 105,800. This does not tndude the adult learning center capacilles which is separate. The
adult learning center allocaticm is predic:a.11:d on the use by tutcrs am studems of other facilities of
the building, study, conference rooms, etc. The genealogy area provides for rninirnal growth.
~ 1993 Buildin1 Offlatin.1 Costs -New Carl1bad C-¢y Ubmzy -Revised
These figures are subject to revision as time prog,.w and decisions regarding size of building
and staff' are made. For the in!ormation available, I !eel it 1ep. cseuts a good baseline !or current
planntng
I look forward to taUdn g with you the aftemcon of the 16th. it is essential that the final decmons
regartliJli the groa square footage of the Carlsbad Qty library be made as soon as polllible so
that revisions can be made 1D the approp'ia1I: JX0l'l'8Dl pages lriJr' 10 the arc:hi=tt starting their
work. It would allO be a help to my work schedule if I could comp.cte the expamicn program for
the Georgina Cole Library 81 socn 81 poasible since I am starUng to nm into cmtJidl in scheduling
other projem baaed an the original aztract !Chedule with only a little giw. Unforttmately, I did
not JrOVide e:nough give in lhe amomit '1 time needed 1D makl: final dee iric ms and prepare
documents. The analysis of the Cole Ubrary fer pwpoaes of the short tam rettotit and the
program sumnuuy prepared '1 the Cale Ubrary ams11tute a third programming exercise which
was not specifically included in the amtract scope c1 work. Toe information gathered will be
utilbzd in the c:xpanmon program. but my 1mdemanding from the November meeting with Frank
Mannen it that my final fiOSl.&1lhuing effor11 are to be ~1ramd en the exparwicn program
only. Ir lhere is interest on the part or the library in deYelopmg mcxe extmstve µogiam doc:umen~
for the retrofit and an:mtect'I evaluatian this could be done with an additicnal billing for time and
related expenses. If this is to OCOll', it would obviously be an aid to both of our s:hedules if the
decision is made as soon as possible so I can include it in my schedule.
Please get well and stay healthy.
Enclosures.
CARLSBAD CITY LIBRARY •
2/10/90 REVISED TO 64,000 Square Feet
PUBLIC SERVICES AND RELATED AREAS
1. o PUBLIC ENTRANCE/LOBBYtPISPIAY
1. 1 V cstibule
1.2 General Library Inf onnation
1.21 Community Bulletin Board/Kiosk
1.22 Community Notices Distribution• Free Publicatiom
1.23 Directory of Library Area, • (Macintosh Hypercard)
1.24 Library Infonnatiotl/Handouts
1. 3 Art/Lobby/Di.,pJay Area
1.4 User Seating -Bench 4
1. S Book Return -24 hour Drive-by/Walkup
1. 6 Public Restrooms
1. 7 Public Telephone
2. o Audi1QriurnfMdn1,Q,nference 8ncJnl
2.1 Auditaium • 1 S0-200 Seata
2.11 Audifaium
2.12 Storage (grand piano, podium. AV, etc.)
[+250] 2,250
150
2.2 Mul11purpase Room -100-200 Seats
2.21 Multipll'pOlle Room -
2.22 Storage (Clam, tables, podium, AV)
2.23 Culdrem/Program Storage (aeparate)
1,000
150
150
Assigned
Sgµare Feet
(+1,000) U2.Q
200
2SO
[ + 1,000] 2,000
50
50
UIWQgned
Unassigned
1+250] 3,700
(+250] 2,400
1,300 . -
CARLSBAD CITY LIBRARY
3. o Circulation Semce
3. 1 Circulation Desk Area
3 .11 Check-in (l)
3.12 Check-out())
3.13 Registtaticm/lnquizy • (2)
3.14 Materials Shelving· Staff Access
3 .15 Security System/Queuing Area
3.2 CircuJation Staff Work Room
3.21 Reshelving Area-(2-3)
3.22 Wark Stations -(4-6)
3 .23 eonectJon Shelvin&
3 .24 Storage • Supplies
3. 3 Clrculation Supervisor's Office
3.4 Assistant Circulation Supervisor's omce
4. 0 Childrens Seryic;es
4.1 Public Collection Shelving • 42,000
4. 2 User Sealing -General •
4.21 Children
4.22 Small Children
4.23 Adult
60
36
20
4
4. 3 Public Aa::ea Catalog • 6 PAC taminaJs of 30
4.4 Audio Vuaual Ustening Area -6
4. 5 Canputer User Area -8
4. 6 Chi1drem Service Deak -
4.61 Serv1ce Desk· (2-4)
4.62 S1affWmkArea/Roam-(4-6)
4. 6 3 Childrem Services Supervisor's Office ( 1)
4.64 Reslleums. Childrens (2)
2.
200
500
200
100
Unassigned
300
450
100
100
300 sso
150
Assigned
Sqyare Fee,-,
UQQ
1.000
950
125
125~
(+200] 6.500
(+300] 3,500
[+200] 1,400
[+200) 300
100
200
1.000
Unasmgne,
CARLSBAD CITY LmRARY
5. o PQl>ular Browstn&(PaperbackYYou0& Adlllt CoileaJ.on/Prtend,, Sales
5. I Public Collection Shelving -4,000 it.ems
5. 2 User Seating -12
5. 3 Y otmg Adult Collection
S. 3 l Public Collection 2,500 iteJmlmagaztnes
5.32 User Seating -6
5. 4 Friends Book Sales Area
S .41 Books, Magazines, Sales Area
5 .42 Friends Work Room
6. o Audio YpuaI Collection
6.1 Public Collection Shelving -20,000 it.ems
7. o Adult CoJkctiqn/Seati A:,tjg;np;
7. 1 Circulating Collection Shelving 120,000 items
7. 2 General User Seating -44
7. 3 User Amstanl"e Desk Area ( 4)
7. 31 Information Desk Area (2-4)
7 .32 Staff Work Area (8)
7.4 Public Aa:em Catalog-PAC
7 .41 Main Tcrminals(s)
7 .42 Secondary Terminals
7.S Study Rooms (4) -4-8
10 of 30
10 of 30
7. 6 Word Proressing/Microcomputertryping Room -4
7. 7 Copy Machines -(#1, #2, #3 copy machines of 4 total)
3.
200
200
300
200
(+ 100] 400
[+200] 600
500
[+300) 500
Assigned
Sgyare Feet
[+600]
[+300]
300
300
400
S00
UQQ.
1,500
13,900
10,000
1.300
1,050
[+300} 1,000
200 .
--200
150
CARLSBAD CITY LIBRARY
8. o Myazinffll'.Newg:iepm -Current
8.1 · Public Collection Diaplay Shelving· 675 titl•
8.2 User Seating • 18
9. o Reference Sernces
9 .1 Reference Collection Shelving • 9,000 items
9 .2 User Seating • 40
9.3 Public Acces1 Catalog· PAC (4 of 16)
9.4 Magazin-11/News Papers -Back Issues -67S titles
9 .41 Back lllue Shelving ·
9 .42 Mi:roform ColledicJalCD User Area -16
9.43 Copy machine (#4 of 4 copy machmes)-
9.44 Back Issues Desk (1)
9. S Reference Desk Area
9.Sl Reference Servk:e Area-(3)
9.S2 Telephom Reference -(1)
9.53 Oerah•e Searching Station• (2)-2
9.54 ID18dibrary Loan· ( 1)
9.6 Reference StatrW<rkroom -
. 9.61 Staff Work Area (6)
9.62 Clmed Stadt SheMDg Area
9.63 Storage• Supplies
9.64 Reference Services Supervisors Office (1)
TOTAL PUBLIC SERVICES SPACE
4.
As.ngned
Square Feet --
~
400
600
[+300] UQQ
1.200
1,200
200
[+300] 2,000
7SO
(+300) l,OSO
so
ISO
900
400
ISO
200
150
700
400
100
so ,.
~
ISO
[+2,&SO] 39,050
CARLSBAD CITY LIBRARY
ADMINISTRATIVE AND SUPPORT STAPP/NON PUBLIC AREAS
1 o.o Administrative Office Area
10.1 Reception Area
l O. I I Visitor Seating -2 so
1 o. 12 Rec:ep1ionist -(1 > 100
10.2 Admin1saattve SecreWy Area
10.21 Secretary (1) 150
10.22 Cen1ra1 Fila/Supplies 250
10.3 Library Director's Office ( 1)
10.4 Conference (Board) Room
10.5 Assistant Director's Office -(1)
10.6 Administrative Clerk's Office -( 1)
10.7 Library Projectt Office (1-2)
10.8 Resttoom
11. o Teclmical Servi.cm
11.1 Acquisitions • (3)
11.2 Cataloging· (5)
11.3 Proc C Ming/Mencilng • (3)
11.4 CoJ1ection -Book Trucks and Shelving
11.S Sta'age -Supples
11.6 Tedmic:al Servta:s Supervisor's omce -(1)
11. 7 Computer Roan -( 1)
11.8 Collections Coordinator's Area -(2)
s.
Assigned
SQumFeet
UQQ
150
400
2S0
450
200
150
200
Umwsignt!Ci
UQQ.
soo
600
soo
600 .
"'200
200
300
300
CARLSBAD CITY LmRARY
12. o Media Production/Program and Exhibits
12.1 Media Production Lab
12.11 Work Area (2)
12.12 Dark Room (I)
12.13 Reconting Booth ( 1)
12.14 Video Production Control Room (1)
12.2 Programs and Exhibits
12.21 Prognmw'Graphic Artist/Mectia Office (3)
12.22 Equipment/Work Area (2)
12.23 Ubrazy DilpJay/Program/Storage
1 J. o General Stea Areat
13. 1 Staff' Entrance
13.2 Staff' Restroonb, 4 minimum plus 1 umsex shower
13.3 Staff'Lockers -100
13. 4 Staff' Lounge/Break Room
13.41 Vending Madtine Area
13.42 Kitdien/Food peparalion
13.43 Lounge/Eating Area -16
13.44 first Aid/Cot Room
14.0 Non-Public 5UH:k and Storye Areas
14. 1 Cloeed Stack Area -General colledion a,mpact
Shelving -1 S,000 items
14.2 Storage -Pumiture, Equipment, etc.
6.
As.ugned
Square Feet
1,700
700
250
150
100
200
1,000
300
300
400
222
Unasmgned
Unassigned
150
750
100
ISO
450
so
700
.
500
200 -
CARLSBAD CITY LIBRARY
15. 0 Deliyerf/ Cow Madtjn~
l S. l MaiOCopy Machine/Receiving Room -(3)
15.2 Delivery/Loading
15.21 Dock
15.22 Refuse Collection/Storage
l 5.3 Maintenance Staff Work Area(s)
15. 31 General Work • (2)
15.32 Supplies Storage
15.4 Custodial Closet.(s) -3 (Distributed Locations) (3)
l 5. S Mechanical Equipment~· ;;.i
Total Asmgned Non Public Areas
Public Area
Total Aarigned Building Area
Plus 24% [ +2%) unassigned area for sttUcture, mechanical
systems, general drculation, and restrooms.
TOT AL GROs.5 BtJllDING AREA
7.
Assigned
Square Feet
UQQ
350
300
200
100
400
200
200
150
Unassgned
9,500
[+2,850) 39,050
[+2,850] 48,550
[+2,550] 15,450
[+5,400] 64,000
CARLSBAD CITY LIBRARY
EXTERIOR SPACES • On the Library Site
16.o Public Entnmr& Area
16.1 P1a2.a
16.2 Pmsenger piclcupldropoff
16. 3 Acces to book return
16.4 Lands aped areas
17. 0 Courtyards
17 .1 Public childrem servtces/audltortum/mulUpurpase room
17 .2 Staff brealcs/eating/smoking Area
Public
18.0 Pvkinl
18.1 Car 300
18.2 Motorcyde 8
18.3 Bicyde -Ram at the entry er staff entry IS
18.4 Library vehides -Covered/Secme
50
2
10
2-3
Unssigned
Sq:uare Feet --
1.soo•
1,000
500
LQQQ -
• The iroassignftj area !er libruy vehicle parking and courtyard, are not included in the allowance
for unassignl'Jd building area.
8.
.-
April 2, 1990
TO: MUNICIPAL PROJECTS MANAGER
FROM: F;nance Director
FUNDING FOR THE MAIN LIBRARY CONSTRUCTION
RECEIVED
MUNICIPAL PROJECTS
DIVISION
The 1989-90 Capital Improvement Program includes a project which would construct
a 58,000 square foot library in south Carlsbad. The funding of this project
would be dependent upon the issuance of Certificates of Participat;on to be
repaid from Public Facilities Fee (PFF) revenue over the next 20 -25 years.
The cost of this project was estimated to be approximately $12,000,000.
According to the latest design plans, the library will now range ;n size from
58,600 square feet to 64,000 square feet with costs ranging from Sl4.2 million
to $15.1 million respectively. These new costs est;mates result in an increase
in S2 mill ion to S3 mill ion over the 1989-90 Capital Improvement Program
estimates.
As the City Council determines the ultimate size and cost of the south Carlsbad
Library, one of the keys points to consider is the funding for the ultimate
project. The City Counci 1 has several alternatives as described below for
dealing with the fiscal impacts of this project.
Funding Alternatives
1. Cityw;de Mello-Roos District
The City Council is currently considering the formation of a Citywide Mello-
Roos District which would include undeveloped land throughout City of
Carlsbad. The list of projects recommended for funding by the District
includes the south Carlsbad Library. The estimated cost for the L;brary
construction included in the District ;s $10 million. Current appropriations
from PFF total $3.8 million for a total funds available of $13.8 million.
58,000 sq. ft. 64,000 sq. ft.
Library Library
PFF Appropriation S 3.80 mill ion S 3.80 mill ion
Mello-Roos District Funds 10.00 million 10.00 million
Total Funds Available $13.80 million $13.80 mi 11 ion
Project Cost Estimate 14.20 million 15 .10 million
Current Funding Deficit ($ .40} mi 11 ion {$ 1. 30} million
In order to fully fund the library project, the City Council would have
to increase the cost estimates to the Mello-Roos District by $400,000
to Sl.3 million. An increase in project cost estimates results in an
increase in total tax rates necessary to pay debt service related to
these projects.
. -:.
Funding for Main Library Construction
April 2, 1990
Page No. 2
2. 1990-91 Capital Improvement Program
Even though the City is considering the inclusion of the Library project
in the Mello-Roos District, there is no guarantee at this time that the
Distr;ct will approved by the landowners. Therefore, the City needs to
consider alternate funding methods in the event that the District cannot
be formed. The 1990-91 Capital Improvement Program is currently under
consideration by staff. The Library cost included in the Capital
Improvement Program is roughly equal to the cost to fund the 58,000
square foot Library project. In order to fund the 64,000 foot
alternative, the Capital Improvement Program would have to be increased
by approximately $900,000. The funding source for the Library would
remain the PFF. The increase in funding for the Library project would
reduce the amount of funds available for other PFF supported projects
within the CIP. This may cause delays in other projects. A more
detailed analysis of this alternative will be available following the
assembly of the draft Capital Improvement Program in mid to late April.
3. General Capital Construction Fund Participation
The City Council may consider the expenditure of up to SI million of
General Fund monies on the construction of the Library. Under
Proposition H (Chapter 1.24 of the Carlsbad Municipal Code), the City
Council may not spend more than $1 million of General Fund monies on any
project without previous voter approval. The City Council currently has
an unobligated General Fund balance of approximately SS.5 million.
Although the City Council is not being asked at this time to take an action
selecting a funding alternative, it is important for the Council to understand
the importance of their decision to proceed with the design of the Library. If
Council chooses to design and build the larger Library project, some change in
future capital planning will be necessary. Council will be asked to increase
tax rates under the Mello-Roos District, delay projects in the Capital
Improvement Program or contribute funds from the General Fund to the project.
The most approprhte time for making the decision related to the funding of
additional costs for the Library project is when the Council is considering the
Capital Improvement Program. At that time, all projects competing for funds will
be before the Council and each may be weighed in rel at ion to the other for
funding.
~-· ~ . ·~?It , /
7JMtES F. L I"tJTT
I JFE:tlg
c: Ray Patchett
Frank Mannen
Cliff Lange
-, l
2
3
4
5
6
7
8
9
10
11
12
13
I 14 1;
15
16
17
1s I
I
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RESOLUTION NO. 90-102
A RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF CARLSBAD, CALIFORNIA, APPROVING
AN ARCHITECTURAL CONSULTANT AGREEMENT FOR
LIBRARY DESIGN SERVICES. PROJECT NO. 3244
WHEREAS, the City of Carlsbad has solicited proposals for
library design services for the new Carlsbad Library and a
feasibility study of the Cole Library; and
WHEREAS, all prospective firms were required to submit
qualifications statements and support information; and
WHEREAS, the recommended firm possesses the necessary
skills, background and expertise to accomplish the project; and
WHEREAS, the City Council of the City of Carlsbad has
previously appropriated funds for the design of this project;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the
City of Carlsbad, California, as follows:
1. That the above recitations are true and correct.
2. That a consultant agreement with Cardwell/Thomas
and Associates is hereby approved and the Mayor and City Clerk are
hereby authorized and directed to execute said agreement on behalf
of the City of Carlsbad.
3. Following the Mayor's signature of the agreement,
the City Clerk is further authorized and directed to forward copies
of said agreement to Cardwell/Thomas and Associates, 1221 Seqond
Avenue, Seattle, Washington, 98101, and the Municipal Projects
25. Department for their files. I
f 26,j ///
27 Ii Ill
2a lj 111 ,,
!!
i' ,,
l 4. That the City Council of the City of Carlsbad doeJ:.-
2 hereby authorize the increase of program space for said building
3 to 64,000 square feet.
4 PASSED, APPROVED AND ADOPTED at a regular meeting of the
5 Carlsbad City Council held on the __ day of ______ , 1990,
6 by the following vote, to wit:
7 AYES:
8 NOES:
9 ABSENT:
10
11 I I 121
13 q Ii .,
ATTEST:
CLAUDE A. LEWIS, Mayor
14: ALETHA L. RAUTENKRANZ, City Clerk
ii
1s I!
11 ii 161!
I' 1711 I!
I, 18:;
I.
19 !: II
1:
201: ,I
2lii
22
' i
24 i
I
25 1
(SEAL)
,. -.
-
AGRBBHlDl'l' POR
ARCHITECTURAL CONSULTANT SERVICES
SOOTH CARLSBAD LIBRARY DESIGN AND
COLE LIBRARY PBASIBILITY STlJDY
THIS AGREEMENT, made and entered into as of the day of
~ii ---~--~----=------' 1990, by and between the CITY OF CARLSBAD, a
municipal corporation, hereinafter referred to as "City," and
CARDWELL/THOMAS ANO ASSOCIATES, hereinafter referred to as
"Consultant."
RECITALS
City requires the services of an architectural consultant to
provide the necessary architectural design services for preparation
of final plans and specifications for the South Carlsbad Library
~nd the preparation of a feasibility study for the Cole Library;
and
Consultant possesses the necessary skills, experience,
expertise, financial capabilities, and qualifications to provide
the services required by the City;
NOW, THEREFORE, in consideration of these recitals and the
mutual covenants contained herein, City and Consultant agree as
follows:
1. CONSULTANT'S OBLIGATIONS
The Consultant shall provide architectural consultant services
to the City for the South Carlsbad Library and the Cole Library.
Feasibility Study. Said services shall be performed diligently,
in a professional manner, and in accordance with the terms and
conditions of this agreement under the direction of the City
Manager or his authorized representative.
-.
2
2. CITY OBLIGATIONS
The City shall pay the consultant in accordance with Sections
4 and 5 of this agreement upon receipt of invoices submitted by the
Consultant and approved by the City.
3 • PROGRESS AND COMPLETION
The consultant's work under this contract will begin
immediately after receipt of notification to proceed by the City
to be followed by completion and acceptance by City of all project
working drawings, specifications, contract documents, reports, and
all permits and agency approvals for all phases of the project no
later than March 15, 1991. Extensions of time may be granted if
requested by the Consultant and agreed to in writing by the City.
In consideration of such requests, the City will give allowance for
documented and substantiated unforeseeable and unavoidable delays
not caused by a lack of foresight on the part of the Consultant,
or delays caused by City inaction or other agencies' lac_k of timely
action.
4. FEES TO BE PAID TO CONSULTANT
The fees payable in accordance with Paragraph 5, "Payment of
Fees," shall be as described in attached Exhibit A which is
attached hereto and incorporated by reference herein as follows:
BASIC SERVICES
Investigation and Program Refinement
Schematic Design
Design Development
Contract Documents
As-built Drawings
Subtotal: Basic Services
ADDITIONAL SERVICES
Cole Library Study
Subtotal: Additional Services
Ill
$18,405
145,890
211,770
410,890
8,795
$795,750
S 50,000
$ 50,000
REIMBURSABLE EXPENSES
• Reimbursable Expenses
Subtotal: Reimbursable Expenses
TOTAL PROJECT FEES
S 82,505
$ 82,505
$928,255
3
No other compensation for services will be allowed except
those items covered by supplemental agreements per Paragraph 7,
"Changes in Work."
It is agreed to by the parties to this agreement that work to
be performed by the Consultant and its subconsultants related to
work required during the bidding and construction phases of the
project shall be provided by a supplemental agreement.
5. PAYMENT OF FEES
Payment of fees shall be made within thirty (30) days after
receipt of monthly invoices submitted by Consultant and approved
by City.
Fees identified in Paragraph 4 above entitled "BASIC SERVICES"
and "ADDITIONAL SERVICES" are to be considered as the total and
complete fees to be paid for these elements of the project by City
to Consultant. Fees identified in Paragraph 4 above entitled
"REIMBURSABLE EXPENSES" shall be paid by City to Consultant
following receipt and approval of monthly invoices sufficiently
detailed to include an itemized expenditure of actual costs .
incurred by Consultant in the administration of this project for~
the following expenses multiplied by fifteen percent (15%). The
total reimbursable expenses to be paid by City to consultant shall
not exceed $82,505.
•
•
Travel
Printing, Reprographics, Reproduction
Fax, Long Distance, Express Mail,
Project Rendering
Project Display Model
Preparation and Attendance at Public Meetings
TOTAL EXPENSES: Not to Exceed
$28,825
20,500
8,000
5,800
10,000
9.380
$82,505
4
It is understood between the parties to this agreement that
if the project is resumed after being suspended for more than sixty
{ 6 0) days, the Consultant' s compensation shall be subject to
renegotiation between the parties based upon adjustments to
building rates that have occurred in the interim.
6. FINAL SUBMISSIONS
Within fifteen {15) days of completion and approval of the
final design, the Consultant shall deliver to the City the
following items:
a. One (l} complete set of final approved project plans on
mylar at scale.
b. One (1) complete camera-ready set of the final approved
project specifications.
c. All final architectural and engineering certifications
and documents. The plans shall be signed by a Licensed Architect,
Registered Civil Engineer and/or Registered Landscape Architect,
as appropriate.
d. One (l)" Statement of Probable Construction Cost.
·; • CHANGES IN WORK
If, in the course of this contract and design, changes seem
merited by the Consultant or the City, and informal consultations
with the other party indicate that a change in the conditions of
5
the contract is warranted, the Consultant or the City may request
a change in contract. such changes shall be processed by the City
in the following manner: A 1-tter outlining the required changes
shall be forwarded to the City by Consultant to inform them of the
proposed changes along with a statement of estimated changes in
charges or time schedule. After reaching mutual agreement on the
proposal, a supplemental agreement shall be prepared by the City
and approved by the City Council. Such supplemental agreement
shall not render ineffective or invalidate unaffected portions of
the agreement. Changes requiring immediate action by the
Consultarit or city shall be ordered by the City Manager who will
inform a principal of the Consultant's firm of the necessity of
such action and follow up with a supplemental agreement covering
.--such work.
a. DESIGN STANDARDS
The Consultant shall prepare the plans and specifications in
accordance with the design standards of the City of Carlsbad, State
of California, and recognized current design practices. Applicable
City of Carlsbad standards and Regional Standards shall be used
where appropriate. Copies of such standards shall be obtained from
the City of Carlsbad.
9. COVENANTS AGAINST CONTINGENT FEES
The Consultant warrants that their firm has not employed or
retained any company or person, other than a bona fide employee~
working for the Consultant, to solicit or secure this agreement,
and that Consultant has not paid or agreed to pay any company or
person, other than a bona fide employee,
percentage, brokerage fee, gift, or any
any fee, commission,
other consideration
6
contingent upon, or resulting from, the award or making of this
agreement. For breach or violation of this warranty, the City
shall have the right to annul this agreement without liability,
or, in its discretion, to deduct from the agreement price or
consideration, or otherwise recover, the full amount of such fee,
commission, percentage, brokerage fee, gift, or contingent fee.
10. NONDISCRIMINATION CLAUSE
The Consultant shall comply with the State and Federal
Ordinances regarding nondiscrimination.
11. TERMINATION OF CONTRACT
In the event of the Consultant's failure to prosecute,
deliver, or perform the work as provided for in this contract, the
City may terminate this contract for nonperformance by notifying
the consultant by certified mail of the termination of the
contract. The Consultant, thereupon, has five (5) working days to
deliver said documents ow.ned by the City and all work in progress
to the City Manager or his designated representative. The City
Manager shall make a determination of fact based upon the documents
delivered to City of the percentage of work which the Consultant
has performed which is consistent with the terms of this contract,
usable, and of worth to the City in having the contract completed.
Based upon that finding as reported to the City Council, the
Council shall determine the final payment of the cQntract.
12. DISPUTES
If a dispute should arise regarding the performance of work
under this agreement, the following procedure shall be used to
resolye any question of fact or interpretation not otherwise
settled by agreement between parties. Such question~, if they
7
become identified as a part of a dispute among persons operating
under the provisions of this·contract, shall be reduced to writing
by the principal of the Consultant or the City Manager. A copy of
such documented dispute shall be forwarded to both parties involved
along with recommended methods of resolution which would be of
benefit to both parties. The City Manager or principal receiving
the letter shall reply to the letter along with a recommended
method of resolution within ten (10) days. If the resolution thus
obtained is unsatisfactory to the aggrieved party, a letter
outlining the dispute shall be forwarded to the City council for
their resolution through the Office of the City Manager. The City
Council may then opt to consider the directed solution to the
problem. In such cases, the action of the City council shall be
--binding upon the parties involved, although nothing in this
procedure shall prohibit the parties seeking remedies available to
them at law.
13·. RESPONSIBILITY OF THE CONSULTANT
The Consultant is hired to render professional services of
designing and preparation of drawings for the South Carlsbad
Library Design and the Cole Library Feasibility Study. Any
payments made to Consultant are compensation solely for such
services. Consultant shall certify as to the correctness of all
designs and sign all plans, specifications, and estimates furnished . with Registered Architect's, Registered Civil Engineer's,
Landscape Architect's registration number where appropriate.
14. SUSPENSION OR TERMINATION OF SERVICES
or-:
This agreement may be terminated by either party upon
tendering thirty (30) days written notice to the other party. In
8
the event of such suspension or termination, upon request of the
City, the Consultant shall assemble the work product and put same
in order for proper filing and closing and deliver said product to
City. In the event of termination, the Consultant shall be paid
for work performed to the termination date; however, the total
shall not exceed the contract amount. The City shall make the
final determination as to the portions of tasks completed and the
compensation to be made. Compensation to be made in compliance
with the Code of Federal Regulations.
15. STATUS OF THE CONSULTANT
The Consultant shall perform the services provided for herein
in Consultant's own way as an independent contractor and in pursuit
of Consultant's independent calling, and not as an employee of the
City. Consultant shall be under control of the City only as to the
result to be accomplished and the personnel assigned to the
project, but shall consult with the City as provided for in the
request for proposal.
The Consultant is an independent contractor of the City. The
payment made to the Consultant pursuant to this contract shall be
the full and complete compensation to which the Consultant is
entitled. The City shall not make any Federal or State tax
withholdings on behalf of the Consultant. The City shall not be
required to pay any workers• compensation insurance on behalf of . the Consultant. The consultant agrees to indemnify the City for:
any tax, retirement contribution, social security, overtime
payment, or workers' compensation payment which the City may be
_required to make on behalf of the Consultant or any employee of the
Consultant for work done under this agreement.
9
The Consultant shall be aware of the requirements of the
Immigration Reform and Control Act of 1986 and shall comply with
those requirements, including, but not limited to, verifying the
eligibility for employment of all agents, employees, subcontractors
and consultants that are included in this agreement.
16. CONFORMITY TO LEGAL REQUIREMENTS
The consultant shall cause all drawings and specifications to
conform to all applicable requirements of law: Federal, State and
local. Consultant shall provide all necessary supporting documents
and Consultant shall file said supporting documents with any
agencies whose approval is necessary.
The City will provide copies of the approved plans to any
other agencies.
17. OWNERSHIP OF DOCUMENTS
All plans, studies, sketches, drawings, reports, and
specifications as herein required are the property of the City,
whether the work for which they are made to be executed or not.
In the event this contract is terminated, all documents, plans,
specifications, drawings, reports, and studies shall be delivered
forthwith to the City. consultant shall have the right to make
one (l} copy of the plans for his/her records.
The City acknowledges the plans and
,.
specifications as instruments of
Consultant's
professional service. -,
Nevertheless, the plans and specifications prepared under this
agreement shall become the property of the City upon completion of
the work. The City agrees to hold harmless and indemnify the
:onsultant against all damages, claims, and losses, including
10
defense costs, arising out •of any reuse of the plans and
specifications without the written authorization of the Consultant.
18. HOLD HARMLESS AGREEMENT
The City, its officers, and employees shall not be liable for
any claims, liabilities, penalties, fines, or any damage to goods,
properties, or effects of any person whatever, nor for personal
injuries or death caused by, or claimed to have been caused by, or
resulting from, any intentional or negligent acts, errors or
omission of Consultant or Consultant's agents, employees, or
representatives. Consultant agrees to defend, indemnify, and save
free and harmless the City and its officers and employees against
any of the foregoing liabilities or claims of any kind and any cost
and expense that is incurred by the City on account of any of the
foregoing liabilities, including liabilities or claims by reason
of alleged defects in any plans and specifications.
19. ASSIGNMENT OF CONTRACT
The Consultant shall not assign this contract or any part
thereof or any monies due thereunder without the prior written
consent of the City.
20. SUBCONTRACTING
If the Consultant shall subcontract any of the work to be
performed under this contract by the Consultant, Consultant shall
be fully responsible to the City for the acts and omissions of
Consultant's subcontractor and of the persons either directly or
indirectly employed by the subcontractor, as consultant is for the
. -
-.
11
acts and omissions of persons directly employed by Consultant.
Nothing contained in this contract shall create any contractual
relationship between any subcontractor of consultant and the City.
The consultant shall bind every subcontractor and every
subcontractor of a subcontractor by the terms of this contract
applicable to Consultant's work unless specifically noted to the .
contrary in the subcontract in question approved in writing by the
City.
21. PROHIBITED INTEREST
No official of the City who is authorized in such capacity on
behalf of the City to negotiate, make, accept, or approve, or take
part in negotiating, making, accepting, or approving of any
architectural, engineering, inspection, construction or material
supply contractor, or any subcontractor in connection with the
construction of the project, shall become directly or indirectly
interested personally in this contract or in any part thereof. No
officer, employee, architect, attorney, engineer, or inspector of
or for the City who is authorized in such capacity and on behalf
of the City to exercise any executive, supervisory, or other
similar functions in connection with the performance of this
contract shall become directly or indirectly interested personally
in this contract or any part th~reof.
22. VERBAL AGREEMENT OR CONVERSATION
No verbal agreement or conversation with any officer, agent,
or employee of the City, either before, during, or after the
execution of this contract, shall affect or modify any of the terms
12
or obligations herein contained nor such verbal agreement or
conversation entitles the Consultant to any additional payment
whatsoever under the terms of this contract.
23. SUCCESSORS QR ASSlGNS
Subject to the provisions of Paragraph 18, "Hold Harmless
Agreement," all terms, conditions, and provisions hereof shall
insure to and shall bind each of the parties hereto, and each of
their respective heirs, executors, administrators, successors, and
assigns.
24. EFFECTIVE DATE
This agreement shall be effective on and from the day and year
first above written.
25. CONFLICT OF INTEREST
The Consultant shall file a Conflict of Interest Statement
with the City Clerk of the City of Carlsbad in accordance with the
requirements of the City of Carlsbad Conflict of Interest Code.
26. INSURANCE
The Consultant shall obtain and maintain a policy of
comprehensive general liability insurance from an insurance company
authorized to be in business in the State of California, in an
insurable amount of not less than one million dollars ($1,000,000).
This insurance shall be in force during the life of this agreement . and shall not be cancelled without ten (10) days prior notice to ~
the City.
13
The City shall be named as an additionally insured on this
policy. The Consultant shall furnish a certificate of said
insurance to the City within ten (10) calendar days of the
execution of this agreement.
IN WITNESS WHEREOF, we have hereunto set our hands and seals.
CARDWELL/THOMAS AND ASSOCIATES: CITY OF CARLSBAD:
By~lt4~
Ti~ir
Mayor
APPROVED AS TO FORM: ATTESTED:
Assistant City Attorney City Clerk
OISCIPLINE
AACHHECTUAAL (C TA)
AHCl-lllECTUAALJF FE(CTA)
AHCHITECTUAAL (J MA)
INTEAIOH DESIGN
STRUCTURAL
CIVIL
MECHANICAL
ELECJRICAL
LANDSCAPE
LIGHTING
ACOUSTICAL
COST ES Tlt.1ATING
SlJIHOrAL ·----~
INVEST. & I
PAOG.AEFIN.
$10,810
0
2,485
0
890
1,050
1,130
2,040
0
0
0
I)
$18,405
l:S I IMA TED REIMBURSABLE EXPENSES
FEE SCHEDULE
SOUTH CARLSBAD LIBRARY DESIGN
& COLE LIBRARY STUDY
SCHEMATIC I DESIGN J CONTRACT I AS-BUILT
_ DESIGN i?EVELOPMEN! !)OCUMENTS DRAWINGS
$52,340 $77,000 $85,000 so
28,000 32,000 20,000 0
19,160 28,470 152,400 2,200
5,460 5,460 11,600 0
11,500 22,500 38,000 2,500
5,975 12,275 17,050 1,000
8,440 11,300 22,685 1,250
3,870 5,400 26,150 1,300
8,645 5,865 13,730 545
0 5,000 7,025 0
0 4,000 8,750 0
2,500 2,500 8,500 0
$145,890 $211,770 $410,890 $8,795
TOTAL FEES AND ESTIMATED EXPENSES
.1.
SUBTOTAL COLE LIBRARY
BASIC SERVICES STUDY
$225,150 $15,000
80,000 0
204,715 7,500
22,520 0
75,390 12,000
37,350 3,000
44,805 6,500
38,760 6,000
28,785 0
12,025 0
12,750 0
13,500 0
$795,750 $50,000
TOTAL
FEES
$240,150
80,000
212,215
22,520
87,390
40,350
51,305
44,760
28,785
12,025
12,750
13,500
$845,750
$82,505 j
$928,255 j
fl > :I ....
0 ..
. IP. i I l £ G~ :. \ \ -I . •,.J: ~IF JC.:. i; ,i:I'., Cl /l.S~ I USfi
(Jf-1 = (.onmur ;cy s L 0 (j : I-p s 1 ti u 1 R u (J 0, ll •. F H I H ~ ' UA = ~peclai ~se h.~d I L " p A I l " u u y E E R II f 0 0 I I 0 H ,.
RA= 5pec1al Resource Area z A N E I s C A I R l H " s 0 -f ll w s K R u N
+ = Future Development E s E Ii s N y H f T N N T u s --t H I s F D + = Future Acquisition s R I I I H I A I p I s p R I N E F I s [ V C A I H s s R T I 0 N G s L V 1.JNfRSHIP F H C [ p N u p I 0 H [ T w 8 G H [ 8 = C it y Ciwned I I 0 A p G L u u C 0 [ [ [ 0 0 8 D = Scnool District C p L A. R A T R H 0 H E p R A E 0 C T = State A R [ R p I p u s T A p T A 0 = Privately Owned l p E A A 0 -0 R I R A 8 I C R u = Leased I R A T 0 u s T N K R 0 N 0 0 R
0 E u L s [ s G I K A G u s T ;.c(L ITY A!-'~!;(Ty N s s [ II I T R s :., = Group ~1cnic Facility E C R G II I T
L =Lighted R T 0 G N s
V s 0 6
f H . q ~" HC!..IDAY 5.8B COH IC I . GP' • I I I I . I . • • I 1.l I I .
z I NW LAuUNA RIVIERA 4.05 COH I C I . i . . I . I '•t
• I • I I •t ji HW HAi;EE 2 .10 COH I C I . I GP I I I I . . . • I I . . I
-ti NW HOS? GROVE 27.SS COH C . I . . • . I
t5 I NW H.:.::ARIO (25 ACRE CREDIT EA. QUAD.) 25.00 COH C I I I +61 NW PI h~ SCHOOL/ ACQUISIT IOH •s.20 COH SD I
TOJAL: 69.7B AC
+] NW CANNON LAKE EXISTING COHH = 39.58 AC
6.87 SUA C • • •
8 NIJ PIO PICO 0.76 SUA C • • •
9 NW OAK 0.40 SUA C • • • .
10 NIJ MAX TON BROWN .94 SUA C I . • •
11 NW ROTARY 1.00 SUA L • • •
12 NY BUENA VISTA ELEMENTARY SCHOOL 2.30 SUA
ATSF so • • •
13 NIJ CARLSBAD HIGH SCHOOL TENNIS COURTS 1.10 SUA SD • •
14 NW SIJIH COMPLEX 3.79 SUA C * * • *
CONTINUED
rOTAL ACQUISITION OF 7 AC.
ro INCLUDE PINE ELEMENTARY SCHOOL PARK (2 AC) REVISED 4/21/89
A I ~ -• I • ' I
I ••\.UI ._ I\ ~ i ._ IVU 5 R I I I A I p I s p R I N E F
I s E V H s s R T I 0 N 6 s L I
"' ' fil!!f f H C E p u p I 0 H E T w B 6 H E B City uwned I I 0 A p " L u u C 0 E E E 0 0 B Schoo 1 District C p L A R A T R H 0 H E p R A E 0 C State A R E R p I p u s T A p T A 0 Privately Owned T p E A A 0 -0 R I R A B I C R u Leased I R A T 0 u s T H K R 0 H 0 0 R
0 [ u l s E s G I K A G u s T IT\' A~EtllTY N s s E N I T R s uroup F1cn1c facility £ C R G N I T
L 19hted R T 0 6 N s
V s 0 G : H
'UI I CHASE-FIELD 2.30 SUA It I • • l!'L I I ~ " I I
ill HA~OIHu STREET COHHUNITY CENTER 1.00 SUA IC I
• • • " I I •
ill J:rFERSOH ELEMENTARY SCHOOL PARK 2.60 SUA SD • • • • I •11 I K:Ll Y HEHENTARY SCHOO'" PARK 2.80 SUA I SD • • • I
j\J PIN: ELEMENTARY SCHOOL PARK 2.00 SUA so • • I •
I •L
II./ VALLEY JUNIOR HIGH SCHOOL PARK 7.50 SUA SD • • • . I • -.
Ill CAA COUtlTRY .88 SUA C .. • I •
I
Ill PIKE SENIOR CENTER 3.31 SUA IC • • • •
Ill HAGHOLIJ. ELEMENTARY SCtllOL PARK 4.10 SUA SD • • • • •
Ill CANNNOH 1.10 SUA L • • • • • •
Ill HAXTON BROWN EXTENSION 1.15 SUA C . I . •
TOTAL: 46.50 AC
EXISTING SUA • 38.48 AC fXISTING COHH + SUA • 78.116 AC fX STING + FUT IVF' COHH + SUA • llE .28 AC
Ill AGUA HEDIONDA LAGOON 254.00 SRA ST • • • • • • • • •
Ill BUENA VISTA LAGOON 202.00 SRA ST • • • • •
" BEACHES (28.3 AC CREDIT EA. QUAD) 28.30 SRA ST/P * • • • •
w HACARIO (47 AC CREDIT EA. QUAD) 47.00 SRA C
w HUB 92.00 SRA l
TOTAL: 623.30 AC
NON-CITY OWNED 25.10 (CUSO • 22.4 AC) REVISED 4/21/89
,. -jj I ...
Lonmu:11t) l :, { {J (. .. i I ~• b .
I K u " " I, : ;, f H h ;, : I !ioec le: I Use Are .. I L " F I ,. I L u u y E E R ti F o I o I I 0 H ,.
Speciai Resource a z A N [ s C ,. R L H H s 0 -F ti " s K R u N Future ~evelopment E s [ ti s N y H F T N H T u s --E H I s F D
)
Future Acquisition s R I I I H I A I p I s p R I N E f
I s E V C. A I H s s R T I 0 H G s L V illI_P F H C E p H u p I 0 H E T " 8 G H E 8 City Owned I I 0 A p G L u u C 0 E E E 0 0 8 School District C p l A R A T R H 0 H E p R A E 0 C State A R E R p I p u s T A p T A 0 Privately Owned T p E A A 0 -0 R I R A 8 I C R u Leased I R A T 0 u s T N K R 0 N 0 D R
0 E u l s [ s 6 I K A G u s T
ITY A"£111TY N s s £ H I T R s broup ~,cnic Facility [ C R 6 II I T
L lghted R T 0 6 H s
V s 0 G
f H
i[ I Cl.LAVERA HILLS 16.16 j COH I C I .. . I . I I •t I•~ • 1-l I . I . • . I I I I
if H~CARIO (25 AC. CREDIT ALL QUAD.) 25.00 I COH I C I I I I I
it LAiilllN 22.20 I COH C I . I I I I I I I
TOTAL: 63.36 AC
EXISTING COMM• 16.16 AC.
it SAFETY CENTER BALLFIELD 2.00 I SUA C I • I • I
i[ HOPE ELEMENTARY SCHOOL PARK 2.80 I SUA SD I • I • • I
TOTAL: 4 .80 AC
EXISTING COHH + SUA " 20.96 AC EXISTING + FUTIM[ COMM + SUA " 68.1 AC
1£ BEACHES (28.l CREDIT ALL QUAD) 28.30 I SRA ST/P . I • • • ..
iE HACARIO (47 AC CREDIT ALL QUAD) 47.00 I SRA C I iE LAKE CALAVERA 252.00 I SRA C • I .
TOTAL: 327.30 AC
NON-CITY OWNED" 2.8 AC
REVISED 4/21/89
............
~UA = 5pe. Use Area
SRA= ~pe:1al kes e Area . = future ueve .ient .... ; Future Acqu1s1t1on
.o IJIIERSHIP ..
r ..
SD
ST
p
l
" City Owned
"School District
= State
"Privately Owned
=-Leased
f~CIL ITY A~rnnv
~ = 6roup F1cn1c Facility
'L = L 1ghte::I
.361 SW ALTA HIRA/CITY -SAHHIS ACQ.
· 51 SW M~CARIO (25 AC. CREOIT EA. QUAO.J
371 SW AVIARA PROPERTIES
38i SW I SCHOOL SITE
28 SW BEACHES (28.3 AC CREDIT EA. QUADJ
29 SW HACARIO (47 AC CREDIT EA. QUADJ
39 SW BATIQUITOS LAGOON
)TAL NON-CITY OWNED• 6 AC
--·---L i' ~ t: il . It (J (J jj I i-F h I ;;, ' ~ ~ . I .:, I i u r:
I l w F ' L w u u y E [ R ti F a 0 l l 0 ' ' ! ,, ·,
z ,. ll :. I s A I R L H N s 0 -F N w s K R L .,
E s E Ii s N y H f T N N T u s --E H I s F 0 s R I I I H I A I . p I s p R I N E F
I s E V C A I H s s R T I 0 N G s L V
F H C E p N u p I 0 H E T w 8 G H E 8
l I 0 A p G L u u C 0 E f E 0 0 8
C p L A R A T R H 0 H E p R A E 0 C
A R E R p I p u s T A p T A 0
T p E A A 0 -0 R I R A 8 l C R u
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
N s s E N I T R s
:. C R G N I T
R T 0 G N s
\' s 0 G
f H
42.00 COH I C I I I I I I
25.00 COi-\ I C I I I
24.25 I COH I C I I I I . TOTAL: 91.2~ AC
fXISITING COHH • 0 AC i 6.00 I SUA I so I I I I I I I I I I I I I I I I I I TOTAL: 6.00 AC
EXISTING SUA • 0 AC EXIST HG+ FUTURE COMM+ SUA • 97.25 AC
28.30 SRA ST/P I • . • •
47.00 SRA C
484.00 SRA C/ST • • •
TOTAL: 6S0.55 AC
REVISED 4/21/89
) .
) .. -·-~:. IF IC!: iOII~-{.\ t-5-I US~t '.:OM = L011111un1ty 5 L 0 0 I' r p s 1 K (i i ll G lJ 0 Ii F F h h :, T SIJA = 5pec1al Use Area I L w p A I L w u u y [ [ R H F 0 0 I I 0 H A. SRA= Special Resource Area z A N [ s C A I R l H N s 0 -F N w s K R u H .. = Future Development [ s E N s H y H F T H H T u s --[ H I s F D
..-+ = Future Acquisttton s R I I I H I A I p I s p R I N E F
I s E V C A I H s s R T I 0 N 6 s L V OUN[RSHIP F H C E p N u P. J 0 H f T w 8 6 H E e -= City uwned I I D A p G L u u C 0 E E [ 0 0 B 50 = School District C p L A R A T R H 0 H E p R A [ 0 C 3T = State A R £ R p I p u s T A p T A 0 ;J = Privately Owned T p E A A 0 -0 R I R A e I C R u
-= Leased I R A T 0 u s T H K R 0 N 0 D R 0 [ u L s [ s 6 J K A 6 u s T =ACILITY A~f~ITY N s s E N J T R s ;~J = 6roup Picnic Facility [ C R 6 N I T • L = Lighted R T 0 G H s
V s 0 G
f H 40 Sf LA. COSTA. CANYON l~.34 I COH I C • I . GP . I I . I ,. • I ,. I •
•t
~I Sf STl.6ECOACH 28.00 I COK I C I . I . GP . I 1.l I . I., I . . .. I I •L •L -~, SE ALGA NORTE FUTURE 35.00 I COK I C I I I I -I I
·B SE CA.RR I LLO RAtlCH 10.2& I COH I C I I • I 43 SE CARRILLO ACQUISITION &.50 I COH I C -• -s SE HACARIO (25 AC CREDIT ALL QUADJ 25.00 I COH C I I
TOTAL: 119.12 AC
EXISTING COHM • 40.34 AC. 44 SE FUERTE 3.60 I SUA C I • • • •
44 SE FUERTE ELEHENTARY SCHOOL PARK 2.00 I SUA so • •
45 SE LEVANT[ ELEMENTARY SCHOOL PARK S.40 I SUA SD • • • • • •
46 SE CAOENCJA 2.00 I SUA C • • •· •
TOTAL: 13.00 AC
EXISTING SUA "' 13 AC EXISTING COHH + SUA • 53.34 AC FUTlllE + EXISTING COHH + SUA • 132.12 AC. 28 SE BEACHES (28.3 AC CREDIT EA. QUAD) 28.30 I SRA ST/P • • • • •
29 SE MACARIO (47 AC CREDIT EA. QUA.DJ 47.00 I SRA C • •
TOTAL: 75.30 AC
TOTAL HON-CITY OWNED 7.4 AC REVISED 4/21/-89
·-···-·~ I\LUU J I\La, U,t.:>I -!._L \ POP. EST. REOUIRED FUTURE TOT. +II-) -n-, ' i3) . IC) 63.11 39.58 ( 23.~j, ( 39, .\79) 98.70 30.20 69. ·,a ( 28.92)
ISUA) 12.62 38.48 + 25.86 19.74 8.02 46.50 + 26.67
lOlAl 75.73 78.06 + 2.33 118.44 38.22 116. 28 f 2.25)
SRA 63.ll 623.30 +560.19 98.70 . 0 623.30 t524.60
I
IE *( 9,879) IC) 24.70 16.16 ( 8.54) ( 20,843) 52.11 47.20 63.36 . + 1L25
ISUA) 4.94 4.80 I . 14} 10.42 . 0 4.80 I 5.62)
TOTAL 29.64 20.96 ( 8.68) 62.53 47.20 68.16 + 5.63
SRA 24.70 327.30 -t-302.60 52.11 . 0 327.30 +379.41
H *( 12,081) IC) 30.20 -0-(30.20) ( 31,775) 79.44 91.25 91.25 + 11.81
ISUA) 6.04 -0-I 6.04} 15.89 6.00 6.00 ( 9.89)
l01AL 36.24 -0-(36.24) 95.33 97.25 97.25 + 1.92
SRA 30.20 650.55 -t-619.80 79.44 • 0 650.55 +571.11
-*(20,454) 51.14 + 12.08 -IC) 40.34 ( JO. 80) ( 42,817) 107.04 78.78 119.12 -
(SUA) 10.23 13.00 + 2.77 21. 41 . 0 13.00 ( 8.~l)
lOTAL 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)
Al (67,657) IC) 169.14 96.08 (73. 07) (134,914) 337.29 247.43 343.51 + 6.22
?A& (SUA) 33.83 56.28 +22. 45 67.46 14.02 70.30 + 2.84
~,a.:.i i::, ') .::, ) .:> 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 +l,339.16
i I
:PULATION FIGURES PROVIDED BY GROWTH MANAGEMENT I ) INCLUDES DWELLING UNITS THAT HAVE BUILDING PERMITS.
I
= COMMUNITY I a SPECIAL RESOURCE AREA
= SPECIAL USE AREA STANDARD • 2.5 AC/1,000 (C) 2.5 AC/1,000 (SRA)
' .5 ACOlOOO 'SUA) Rev1 __ J 4/27/89 3.0 AC/1,000 £/SUA)
M1~CELLANEOUS LANDSCAPE/OPEN SPACE ~EAS
-l.aND~CAPED AREA ACRES
1, 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 .1
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 _1.2
TOTAL: 48.3
OPEN SPACE AREAS ACRES
SPINNAKER POINT EASEMENT 10.00
WOODBINE BANKS 14.00
CAOENCIA (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.Z 72
MEDIANS {LANDSCAPED} ACRES HILE~
CAR COUNTRY .5 .26
POINSETTIA 1. 9 1.00
AVENIDA ENCINAS .a .48
PALOMAR AIRPORT RO. 1.0 .56
COLLEGE 4.0 2.08
El CAMINO (NORTH/SOUTH) 6.0 3.12
ALGA RD. 4.0 2.08
ALTISMA .2 .llS
MELROSE 1.0 .52
RANCHO SANTE FE _L_Q 1.04
TOTAL 20.4 11.25
GRANO TOTAL: 302.55
.
n. ~-.
CINCIUA
~ ~w,_....-.--,,_•--. PA
~
l\ '"" -
I ·, ,•. '~ .. . .
\ .
\.
t
~GENO
• CO' .. .,INITV PARK
lf • t
.\
:,
:J:
· Ai. ~ COMMlHTY PARK
SPECIAl."USE AREA
URE SPECIAL USE AREA
SPECtAL RESOURCE AREA ........ ------......... ~ ----------~ ... . ....... .,
_ ....... -·-···-----·· .. .
* PACFIC RJM
SW
PARl<S &-
RECREATlt .J
ELEMENT
*
CITY OF CARLSBAD
GENERAL PLAN
~OAOUtsmoN
~111111.LOIIAIICN
ALGA NORTE
·. ~ -. ~
-
., P/\nK
. ~ ., . / . : . •-r5.at::" ,_ ..
·--:~~--
,4 ~----
EXHIBIT NO. 1
1988 PARKS SUPPI:E!fflBT
THIS 1988 SUPPLEMENT TO THE 1982 PARKS AGREEMENT
("Supplement") is made this __ day of _________ , 1988,
between the CITY OF CARLSBAD, a municipal corporation of the
State of California ("City") and BCE DEVELOPMENT, INC. ( "BCED) ,
agrees as follows:
Recitals
A. On July 1, 1986, the City Council duly ~dopted, as
Ordinance 9810, a Growth Management Program for the City of
Carlsbad. The purpose of this Growth Management Program was to
insure that an adequate level of public facilities and services
would be provided prior to or concurrently with development.
The Growth Management Program is based on a three-tiered
planning approach which first began with the preparation of the
Citywide Facilities and Improvement Plan to assess the existing
and buildout public facility needs of the City. The second
phase of the Growth Management Program requires that Local
Facilities Management Plans be prepared in each of the twenty-
five management zones in order to show how development of these
areas will comply with the City's Growth Management Program.
The third and final phase of Growth Management requires that as
individual projects are approved they clearly identify how they
provide the public facilities required for their projects and
fit into both the Citywide Plan and the Local Zone Plan.
B. On September 23, 1986, City Council duly adopted, as
Resolution No. 8797, Citywide Facilities and Improvement Plan as
the first phase of Growth Management. At this time the City
Council adopte~ Resolution No. 8796 which established the
specific public facility performance standards to be used in the
implementation of the Growth Management Program.
c. The Local Facilities Management Plans for Zones 11 and
12 have been prepared in accordance with the City's adopted
Growth Management Program. During the preparation of these -
facility plans, certain public facilities such as parks were
identified to be below the adopted performance standard. The
City's Growth Management Program requires that all eleven public
facilities conform with the adopted performance standards or no
development may be allowed to occur. BCED's development, as
well as other developers in the southeast quadrant, cannot go
forward until these facilities are brought into conformance with
the adopted standards. To comply with the City's Growth
Management Program, the City and BCED have agreed to work
together to secure necessary park land and guarantee the a
portion of the financing for construction of required park land
within the southeast quadrant. of the City.
D. As a major landholder in the southeast quadrant, o~ Park
District 4, BCED is willing to provide both dedication of park
land required and to guarantee a portion of the financing for
the construction of this park land which together with the
City's financing of a portion of this park land will allow
development to comply with the City's Growth Management Program
and will allow BCED the ability to build in the southeast
quadrant so long as all public facility performance standards
are met.
E. BCEO desires to revise its existing Master Plan and the
City has agreed to the processing of certain items in order to
allow BCED to begin this process. This supplement is necessary
to update the 1982 parks agreement and the requirements for the
existing Master Plan to make them consistent with the proposed
master plan revision and the City's Growth Management Program.
F. As a part of the ongoing planning process, the City's
Growth Management Program and the adoption of Public Facilities
Performance Standards, the City and BCEO now wish to amend the
1982 Parks Agreement with this 1988 Parks Supplement to: ( 1)
Satisfy the Master Plan requirement for parks acreage; and (2)
Allow for the accelerated dedication and joint financing of the
construction of the North Community Park.
-2-
2/6/88 by POC
NOW THEREFORE, incorporating the recitals of facts set forth
above and in consideration of the mutual covenants herein
contained, the parties agree as follows:
AGREEMENTS
l. This Agreement is a supplement to the 1982 Parks
Agreement. BCE Development, Inc. ("BCED") is a party to this
Agreement as a successor in interest to the Daon corporation.
2. Paragraphs number 3 and 4 of the 1982 Parks Agreement
shall be superceded by this 1988 Supplement.
3. The dedication of various park land under the 1982 Parks
Agreement has occurred and the schedule marked Exhibit #1,
attached hereto and made a part hereof, provides a statement of
the remaining existing parks credits available to BCED under
that agreement.
4. BCED agrees to dedicate 35 acres of park land to the
City of Carlsbad. The area dedicated shall be subject to the
approval of the Parks and Recreation Director, the City
Engineer, and the Planning Director. The dedication shall
include the right-of-way and/or easements as are necessary to
provide streets and utilities necessary to access the park as
determined by the City. The park site shall be selected by a
process of mutual agreement in the context of processing the
Master Plan for Local Facility Management Zone 10. If agreement
is not reached by December 1, 1989, the City shall have the
right to designate in writing to BCED the 35 acres it desires to
be dedicated for park land and the dedication shall occur no
later than 30 days following written notification. The agreement
for this dedication shall be secured by a Deed of Trust in favor
of the City of Carlsbad encumbering the entire 765. 9 acres of
the property located within Local Facility Management Zone 10,
to be executed and delivered with the execution of this
agreement. BCED shall provide this Trust Deed within thirty
(30) days after this agreement is approved by the City Council.
-3-
2/6/88 by POC
The dedication of park land shall occur on the earlier of thf
recordation of the first final map of property owned by BCED in
Local Facility Management Zone 12 as. shown on Exhibit #2,
attached hereto and made a part hereof, labeled 11 BCE Development
423 +/-acr.es," or January l, 1990.
--
5. BCED agrees to pay $2,241,265 for the construction of
19.48 acres of park land. This agreement shall be secured by
the Deed of Trust on BCED property in Local Facility Management
Zone 10. Upon the earlier of the recordation of the first final
map of property owned by BCED in Local Facility Management Zone
12 as shown on Exhibit #2 labeled "BCE Development 423 +/-
acres," or January l, 1990, BCED shall deliver to the City a
letter of credit in the amount of $2,241,265 as substituted
security. The letter of credit shall be issued by a financial
institution and contain terms and conditions as acceptable to
the Finance Director and City Attorney. Upon delivery and
acceptance of the letter of credit and the appropriate
documentation dedicating the 35 acres to the City, as required-
by Paragraph 4 the City shall reconvey the Deed of Trust.
6. The City shall provide BCED with a funding schedule for
the construction of the park described in paragraph 5, not later
than 90 days prior to date when the City will require funds.
BCED shall provide cash to City as required by the funding
schedule on the date due. If BCED fails to provide construction
funds as required by the schedule, then City has the right and
shall enforce the obligation against the letter of credit. As
construction funds are paid, the City shall concurrently give
such notices as necessary to reduce the letter of credit by the
equivalent amount paid. The City agrees not to make any call
for funds prior to January l, 1990.
7. This supplement will require BCEo· to dedicate 35 acres
of park land prior to the time the actual park land requirements
will be determined as the revised Master Plan is prepared and
approved. The City and BCED therefore agree to provide in this
supplement for a method of accounting for this dedication and -
-4-
2/6/88 by POC
subsequent BCED park demands. BCED parks requirements for their
residential property in the southeast quadrant shall be
established by the City Council as a part of its approval of the
revised Master Plan ("the MP Requirement"}. The MP requirement
will be subtracted from the 35 acres to determine the remaining
acreage. Any existing cr~dits unused at the time of dedication
available under the 1982 Parks Agreement will be added to the
remaining acreage and the total will be available for
reimbursement ("Reimbursement Acreage").
A. BCED shall receive park-in-lieu credits in
accordance with the 1982 Agreement and this supplement for
individual subdivision of its property up to the amount of the
MP requirement. Any unused remaining balance of the MP
requirement will be retained by the City. If subdivision
requirements exceed the MP requirement amount the reimbursement
acreage will be reduced accordingly. Upon dedication of the 35
acres, the City and BCED will agree upon a certified M.A. I.
appraiser who will determine the value of the park land at its
highest and best use at the time it is dedicated. Once the MP
requirement is determined then, if necessary, the City will
enter into a reimbursement agreement with BCED. The agreement
will provide for a determination of the value of the
reimbursement acreage as of the date of the dedication by
appraisal. BCED will be reimbursed by City a percentage of the
park in lieu fees collected by City from other developers in the
southeast quadrant in accordance with the City's capital
improvement budget priorities.
8. As a part of this supplement, BCED agrees to pre-pay
$2,241,265 of their Public Facility Fees to the City, in
accordance to paragraphs 5 and 6 of this supplement, in order to
guarantee the construction of 19. 48 acres of park land. The
City agrees to the following:
a. Through June 30, 1992 BCED shall be required to pay
all Public Facility Fees in full as they accrue.
b. Commencing July l, 1992, BCED shall have its Public
-s-
2/6/88 by POC
Facility Fee requirements set at 65 percent of the-
Public Facility Fee until such time as the entire
pre-paid amount of $2,241,265 is reduced from
Public Facility Fees owed or reimbursed by the
City. BCED shall be able to apply this reduced
rate against its obligation to pay Public Facility
Fees for any project in the southeast quadrant.
The annual maximum that the Public Facility Fee may
be reduced in any year shall be $317,500. If this
Public Facility Fee reduction does not reach the
maximum annual amount of $317, 500 allowed under
this supplement, the City agre~s at its sole
discretion, depending upon the available Public
Facility Funds, to reimburse BCED the difference.
(c) All pre-paid Public Facility Fees shall be received
as fee reductions or reimbursements no later than
.rune JO, 2002. Any remaining balance as of .rune
JO, 2002 shall be paid by the City to BCED.
(d) The City shall maintain a·n on-going record of all
Public Facility Fees paid by BCEO and· a complete
summary of all fee reductions and reimbursements
made by the City.
9. The City agrees to use its best efforts, assuming timely
response to all City requirements by BCED, to meet a processing
schedule by providing the following items for City Council
action by September 6, 1988:
A. Master Plan and General Plan Amendment, if
required, for Local Facility Management Zone 12 as designated by
BCEO as "southwest".
B. Environmental review for Local Facility Management
Zone 12 area as designated "southwest".
c. Financing plans for Local Facilities Management
Plans Zones 11 and 12.
o. Tentative maps for Local Facility Management Zone
12 area as designated "southwest".
2/6/88 by POC
r
10. The City agrees that as part of the agreement to be made
between the City, BCED and MAG Properties, the processing times
for the BCED Local· Facility Management Zone 11 properties
designated as "southeast" shall be determined and fixed by
mutual agreement. Failure to reach a mutually acceptable
processing schedule for BCED Local Facility Management Zone 11
shall in no way affect any other provision of this supplement.
11. This supplement shall constitute the entire supplement
to the 1982 Parks Agreement in complete and understanding
between the parties with respect to the subject matter hereof,
superceding all negotiations, prior discussions, preliminary
agreements or understandings written or oral.
12. This Agreement shall be effective upon execution of said
Supplemental Agreement and upon delivery of Trust Deed in favor
of the City for 765 acres of Local Facility Management Zone 10.
BCED will deliver this Trust Deed to the City no later than
thirty {JO) days following City approval of this supplement.
IN WITNESS WHEREOF, the parties hereto have executed this
agreement on the day and year first above written.
ATTEST:
City Clerk
APPROVED AS TO FORM:
2/6/88 by POC
CITY OF CARLSBAD
A Municipal Corporation of the
State of California
By _____________ _
CLAUDE A. LEWIS, Mayor
.
BCE DEVELOPMENT, INC.
ADelaw ~n
!?resident,
La Costa Ranch Co.
SUBDIVISIONS
AND UNITS
CT 75·98 Unit 1 & 2
CT 80·25 Unit 1
CT 79·258 Phase V
CT 81·12
CT 80·25 Unit 2
CT 79·25B Phase VI
CT 81·16 Unit 1
CT 83·16 Unit 1 & 2
CT 81·16 Unit 2
CT 81·16 Unit 3
CT 81·16 Unit 4
CT 81 • 16 Uni t 5
CT 81 • 16 Unit 6
CT 84·7
CT 84·7 8
CT 85·5•
Cl 85·15
CT 85·6 Unit 1
CT 85·6 Unit 2
Cl 85·11 Unit 1 & 2
Cl 85·9 Unit 1
Cl 85·11 Unit l
CT 85·9 Unit 2
)
APPROVED
DATE
10·28·10
4·21·11
10·6·11
10·6·11
4·3-83
2·21·84
6·26·84
12·11·84
1·2·85
1 ·8·85
1·8·85
1 · 7·86
10·6·86
ACCELUA TED
AMOUNT TO
IE PEP I CAT ED
12.5
0
0
0
.628
2.78
.58
.44
1.28
.338
.872
3.84
2. 112
1.314
1.317
0
0
0
0
0
0
0
STAGECOACH CONNUNITY PAI(
PAI( OfDICATION INVENTORY
ACCELERATED
DEDICATED
ACRES
SUBTOTAL
12.5
12.5
12.5
12.5
13.127
15.907
16.487
16.927
18.207
18.545
19.417
23.257
25.369
26.683
28.00 ..
REQUIRED
ACRES
DEO I CAT ED
.84
1.16
• 70
.25
.85
1.16
.314
1.39
.29
.22
.64
.169
.436
1.92
1.056
• 657
.6585
.521
.054
.765
.315
.695
.792
.513
CIIEDIT
BALANCE
11.66 AC Pre 1982 Park, Agreement 12.5 acre, given up
10.50 AC front, credit balance establi,hed
9.80 AC
9.55 AC
8.70 AC Park dedication should have been at
7.45 AC accelerated rate as per 1982 Agree•ent.
7.85 AC Post 1982 Agreement. Parkland dedication is
9.24 AC
9.53 AC
9.75 AC
10.39 AC
10.559 AC
10.995 AC
12.915 AC
13.971 AC
now collected at an accelerated rate (x2)
until a total of 28 acres is dedicated.
14.628 AC Contingent upon council approval •
15.286 AC
14.765 AC
14. 711 AC
13.946 AC
13.631 AC
12.916 ·Ac
12.144 AC
11.631 AC
•credit tor CI 85·5 dedication may be awarded
upon approval of supplement to 1982 Agree·
■ent.
••At this point, only a portion of the
required acres for CI 85-15, should be dedi·
cated at the accelerated rate. (.521 AC is the
remaining required acres to be dedicated after
the 28.0 acres are obtained. lhe required
acres ~o be dedicated wi 11 now be subt fd
from the tredit balance of accrued acre•~·-•
m >< :x:
0)
-t
)
ZONE6
ZONE 2::
CITY GF ENCINli ;.5
lA CDStR RAOCH CO.
~~==----~==-----------~~=------. ---=--=------.-... -_-__ -_-__ -_-__ -----~~~X'Je~HM'-e=NT-'=----• -___ PJ30.G8AM ___ ---
)
!Ot.E 6
LEGEND:
-• -Ownerst1') Boundaries
----------
· · ·--'--
m
X :r:
m
-i
i
'.
:\l
\
I
ancno La vu:s1,i1 .
_ :: . . y~o1-. _ -rn·,.
i:tl:~t<~;;~Jrlt,,
~l".f ,ir,t •i'I ,•, 't•~"{°;,.II:,..,..~•, .,_. ',••• • t'.'r ~-~:~tf~~l •:'t ." · ': ~ • 1 -w~·',...::c_,..:. .-.. . . ;~~t~::~ {}{;,
\ \ 7:-:.
·---· AA
1"•400' ~ 112
Map lndeX 7f4
Pro;>ooed ~ ~-"~ ... Dlclrtct . -c..~, ... ,.:
~ Management Zone 12 Boooda,y llllUlllllla
-
storm Drainage
Cost Estimates
FACILITY OUANTITY UNIT COST COST
36" RCP 1,000 LF $120 $120,000
48" RCP 230 LF $150 $34,500
-inlet l EA $11,000 $11,000
-outlet l EA $8,500 $8,500
54" RCP 100 LF $170 $17,000
-inlet l EA $11,000 $11,000
-outlet 1 EA $11,000 $11,000
4211 Double
Pipe RCP 170 LF $220 $37,400
-inlet 1 LS $25,000 $25,000
-outlet 1 LS $15,000 $15,000
Desilt Basin 1 ea. $220,000 $220,000
5' X 6 1
Double Box
Culvert 170 LF $1070 $181,900
-inlet 1 LS $21,500 $21,500
30" RCP 180 LF $100 $18,000
30" RCP 740 LF $100 $17,400
30" RCP 1,430 LF $100 $143,000
3011 RCP 200 LF $100 $20,000
30"RCP 580 LF $100 $58,000
SUB-TOTAL $970,000
10% CONTINGENCY $97.020
TOTAL STORM DRAINAGE $1,067,220
.---..
-·
--
-
CIRCULATION FACILITY
LOCAL FACILITY MANAGEMENT PLAN
ZONE 12
Prepared by:
WESTON PRINGLE AND ASSOCIATES
Weston S. Pringle, P.E.
#"..,. -·-~--· ..... . ~ . .
! .· ; ..
i ;
Expires -June 30, 1993
TRAFFIC ANALYSIS
ZONE 12 GROWTH MANAGEMENT PLAN
The City of Carlsbad has enacted Ordinances and policies that require growth
management plans which include consideration of traffic and circulation. In
response to that requirement~ analyses have been completed for Zone 12 and are
summarized in this report. This study is based upon the City of Carlsbad
"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, adjacent to and within the Zone for existing,
years 1990, 1995, 2000 and 2010. It is possible that certain road segments or
intersections will not be analyzed for each study year. This is because the
construction of additional road ways may have decreased the 20 percent vehicle
usage figure on a particular road segment or intersection on account of use of
the newly constructed roadway. For the Zone 12 study, the road segment on La
Costa Avenue, between El Camino Real and Interstate 5, and the intersections of
La Costa Avenue at the Interstate 5 Northbound and Southbound Ramps were
analyzed for existing and the year 1990 conditions. They were not analyzed for
the years 1995, 2000 and 2010 as Zone 12 impacts were less than 20 percent at
these locations on account of Zone 12 vehicle usage on the extension of
Olivenhain Road (Leucadia Boulevard) between El Camino Real and the I-5
Freeway.
METHODOLOGY
This report contains analyses of existing, year 1990, 1995, 2000 and City
Buildout (year 2010) conditions. Existing intersection conditions were
determined by performing two hour AM and PM peak hour counts at the study
intersections. The peak volume hour within the two hour counts were utilized
in this study. Existing road segment counts were provided from counts taken by
the City of Carlsbad and performing a 24 hour count on Olivenhain Road, between
El Camino Real and Rancho Santa Fe Road. Daily counts within the 1987 Average
Weekday Traffic Volumes North San Diego County Area, prepared by SANDAG, were
utilized when City counts were not provided. The counts compiled by SANDAG
were through 1986. To estimate existing conditions from the 1986 counts, a
compounded three percent growth rate was added to the 1986 counts. Road
segment conditions for the years 1990, 1995 and 2000 were calculated by
combining a compounded three percent growth rate of existing volumes with trip
generation volume projections from Zone 12, Zone 11 and a small portion of the
• City of Encinitas ( a 150 child day care center and 49 single family
residences) added to those volumes. The land use information for the day care
center and residences within the City of Encinitas were provided by the City of
Encinitas Planning Staff. Intersection conditions for the years 1990, 1995 and
2000 were calculated by adding a compounded three percent growth rate to
existing counts at movements made by regional traffic assumed for each
intersection.
The regional volume increase can be checked by comparing the "Existing Volume"
column to the "Year 1990 Volume", "Year 1995 Volume", and "Year 2000 Volume" in
Appendix B to see if increases were made or the volumes remained the same.
Projected traffic volumes generated by Zone 12, Zone 11 the City of Encinitas
were added to these intersection volumes based on trip distribution assumptions
for the respective study years. Trip distribution percentages for the years
1990, 1995, 2000 and 2010 are based upon trip distribution percentages of past
zone studies, arterial phasing assumptions both within and outside the City of
Carlsbad, proximity to the I-5 Freeway, location of trip attractors and type of
land use. Internal trips between zones was accounted for. The City Buildout
(year 2010) traffic volumes at intersections and road segments were obtained
from the Carlsbad Transportation Model prepared by SANDAG in 1989. Adjustments
were made to the model based on land use assumption differences between
development plans for Zone 12; Zone 11; the City of Encinitas with the SANDAG
model.
EXISTING CONDITIONS
The existing arterial system and general boundary of Zone 12 are illustrated in
Figure 1. Existing daily r-oad segment traffic volumes and the resulting
daily volume/capacity ratios and Level of Service (LOS) based upon the existing
r-oad segment geometric capacity contained in Table 2, are illustrated on Figure
2. It is important to note that if a road segment fails for a study year, the
road segment is then analyzed with an improvement of an additional two lanes of
capacity. The subsequent study years analyze the road segment with the
improvement assumed . constructed. The reason for this is the redundancy of
analyzing road segment geometrics that have already failed in earlier years.
Existing peak hour Intersection Capacity Utilization (ICU) values and LOS for
the existing intersection geometrics contained in Table l, are illustrated on
Figure 3. The ICU methodology and relationship of ICU to LOS are described in
Appendix A. ICU calculation sheets are contained in Appendix B. ICU values
are provided for the AM and PM peak hour conditions. Table 2 summarizes
existing road segment volumes, capacities, volume/capacity ratios and LOS,
while Table 3 summarizes existing intersection ICU values. Review of the data
on Figure 2, also contained in Table 2, indicates that the three road segments
-2-
of Rancho Santa Fe Road from Melrose Avenue North to La Costa Avenue; the road
segment of La Costa Avenue2etween El Camino Real and the I-5 Northbound __
Ramps;and the road segment of Olivenhain Road, between El Camino Real and
Rancho Santa Fe Road are currently operating at unacceptable conditions based
on the City of Carlsbad standards. Acceptable V /C ratios of 0.48, 0.48, 0.41,
0.77 and 0.44 respectively, can be achieved by improving the segments from two
to four travel lanes under existing conditions. Review of the data on Figure 3
also contained in Table 3 indicates that the intersection of La Costa Avenue
and the I-5 Southbound Ramps are currently operating under unacceptable
operating conditions during both the AM and PM peak hours. An additional
westbound left turn lane will improve the operations to acceptable operating
conditions. It should be noted that because of the projected utilization of
Alga/Poinsettia to I-5 in 1990, the La Costa Avenue/I-5 Southbound Ramp
intersection is projected to operate at acceptable conditions with existing
lane geometrics in 1990.
INTERSECTION NL
Rancho Santa Fe Rd. &
Melrose Ave. North(l) 1
Rancho Santa Fe Rd. &
Melrose Ave. NorthC2) 0
Rancho Santa Fe Rd. &
La Costa Meadows Dr. 0
Rancho Santa Fe Rd. &
Questhaven Rd. 0
Rancho Santa Fe Rd. &
Melrose Ave. South*
Rancho Santa Fe Rd. &
La Costa Ave. 1
Rancho Santa Fe Rd. &
Calle De Fuente 0
Rancho Santa Fe Rd. &
Calle Barcelona 1
Rancho Santa Fe Rd. &
Olivenhain Rd. 1
El Camino Real &
La Costa Ave. 2
Table 1
EXISTING -INTERSECTION GEOMETRICS
Zone 12
NT NR SL ST SR EL
1 0 0 1 FREE 1
1 1 1 1 0 0
1 1 1 1 0 0
1 1 1 1 0 0
2 0 1 2 0 1
3 0 1 3 0 0
3 0 1 3 0 0
2 0 1 2 1 0
3 1 2 3 1 2
ET ER WL
0 1 0
0 0 1
0 0 1
0 0 0
2 0 1
0 0 1
0 0 1
1 0 0
2 1 1
WT
0
0
0
1
2
0
0
1
l
WR
0
FREE
1
0
0
1
1
1
1
I w I
) )
Tall le l (conL.)
EXISTING -INTERSECTION GEOHETRJCS
Zone 12
INTERSECTION fil: !!I NR fil: ST SR El. E1' ER YI.
El Camino Real &
Levante St. 0 2 l l 2 0 0 0 0 l. 5
El Camino Real &
Calle Barcelona*
El Carnlno Real &
Olivenhain Rd. 0 2 1 1 2 0 0 0 0 1.5
La Costa Avenue &
1-5 Northbound Ramps l 0 1 0 0 0 1 l 0 0
La Costa Avenue &
1-5 Southbound Raanps o· 0 0 l 0 l 0 l l l
* Intersection not existing at this time.
(1) Melrose Ave. north extension forming a "T"·intersectlon into Rancho Santa Fe Road.
(2) Rancho Santa 1-'e Road north extension fonnlng a "'l''"-lntersecLion into Melrose Ave.
u·r
0
0
1
l
UR
l. 5
1.5
1
0
I +--I
Table 2
EXISTING CONDITIONS -ROAD SEGMENTS
Zone 12
VOLUME/
CAPACITY
VOLUME/ DAILY(l) RATIO+
CAPACITY CAPACITY Los<2)
DAILY DAILY(l) RATIO+ tJITH W'ITH
LOCATION VOLUME CAPACITY Losill IMPR.OV. IMPROV. ---
El Camino Real:
La Costa to Levante 24,200(3) 44,450 0.54/A
Levante to Olivenhain 24,200(3) 44,450 0.54/A
Rancho Santa Fe Road:
Melrose Morth to
La Costa Meadows 21,200(3) 22,230 0.95/E 44,450 0.48/A
La Costa Meadows to
Questhaven 21,200(3) 22,230 0.95/E 44,450 0.48/A
Questhaven to
18,300(3) La Costa 22,230 0.82/D 44,450 0.41/A
La Costa to
Calle De Fuente 19,700(4 ) 44,450 0.44/A
Calle De Fuente to
Calle Barcelona 19,700(4 ) 66,670 0.30/A
Calle Barcelona to
Olivenhain 19,700(4 ) 66,670 0.30/A
Olivenhain Road:
El Camino to
Rancho Santa Fe 19,soo<S) 22,230 0.88/D 44,450 0.44/A
La Costa Avenue:
El Camino to
I-5 Freeway 34 300(3) • 22,230 1.54/F 44,450 0. 77 /C
(1) Based upon LOSE
(2) LOS -Level of Service
(3) 1989 counts conducted by the City of Carlsbad
(4) 1986 counts compiled by SANDAG compounded yearly at three percent for
1989 projections.
(5) 1989 count conducted by Traffic Counts Inc. at the request of W'eston
Pringle and Associates.
-5-
--
Ta.ale 3
~{ISTING CONDITIONS -INTERSEC~IONS
Zone 12
ICU /LOS.ill __
INTERSECTION AM Peak P~ Peak
Rancho Sanca Fe Rd. & Melrose Ave. Noreh(3)
Rancho Sanca Fe Rd. & Melrose Ave. Noreh(4 )
Rancho Santa Fe Rd. & La Cosca Meadows Drive
Rancho Santa Fe Rd. & Queschaven Road
Rancho Sanca Fe Rd. & ~elrose Ave. Souch(2)
Rancho Santa Fe Rd. & La Costa Ave.
Rancho Sartca Fe Rd. & Calle De Fuente
Rancho Santa Fe Rd. & Calle Barcelona
Rancho Santa Fe Rd. & Olivenhain Rd.
El Camino Real & La Cosca Avenue
El Camino Real & Levante Sc.
El Camino Real & Calle Barcelona<2)
El Camino Real & Olivenhain Rd.
La Cosca Avenue & !-5 Northbound Ramps
La Cosca Avenue & I-5 Southbound Ramps
(1) ICU -Incerseccion Capacit:y Utilization
LOS -Level of Service
(2) Incerseccion not existing ac chis time.
0.81/0
0.81/D
0.74/C
0.67/B
NA
0.53/A
0.26/A
0.28/A
0.49/A
0.75/C
0.33/A
NA
0.56/A
0. 71/C
0.94/E
0.77/C
0.68/B
0.67/B
0.72/C
NA
0.56/A
0.26/A
0.30/A
0.47/A
0.69/B
0.51/A
NA
0.75/C
0.61/8
0. 91/E
(3) Melrose Avenue north extension forming a "T~-Interseccion into Rancho
Santa Fe Road.
(4) Rancho Sanca Fe Rd. north extension forming a "T"-Incersection into
Melrose Avenue.
-· ..,
LEGEND
= EXISTING
--= PROPOSED
LEUCA0\1' BL~--------'--=~-+-----
cl
,,,..,.------
---------
LEVANlE
ST.
. -. -::::------. -----
_CALL_!:__JIARCELONA
ZONE 12 L _____ _/·
OLIVENHAIN RD.
CITY OF
ENCINITAS
EXISTING STUDY AREA
Cl) ,-,
ZONE 11
No Scale
ZONE 11
CALLE
DE FUENTE
f
I
-..J
LJre 1 '
LEGEND
34,300
(1.54)
F
e = CRITICAL ROAD SEGMENT
24,200 = EXIST. DAILY VOLUMES
(0.54) = DAILY VOL/CAPACITY RATIO
A = LEVEL OF SERVICE
24,200
{0.54)
A
24,200
(0.54)
A
(/J _-, 21,200
(0.95)
E
)
No Scale
ZONE 11
LEVANT£
ST. ·-------
------
19,700
(0.30)
00 A
30)
CITY OF ENCINITAS
ZONE 11
CALLE
DE FUENTE
EXISTING ROAD SEGMENT CONDITIONS
I (X)
Weston Prlnale & Associates Figure 2 '
0.94/0.91 E E
LEGEND
0.66/0.59
8 A
0.75/0.69
C B
LEVANTE
ST.
0 = CRITICAL INTE~ SECTION
0.33/0.51 = AM/PM PEAK VOLUME
CAPACITY RA TIO
0.33/0.51 r---. -··--· '-----..
A A · ·
A = LEVEL OF SERVICE ---------------L£UCAD1'-BL~...-0.28/0.51 ---4--1------A A
~ _CALLE BARCELONA
0.28/0.30
Lz_o~ _1_:_A ~.
OLIVENHAIN 0.49/0.47
A A
CITY OF ENCi NiT AS
"> 0.74/0.67
:--1 C B · ~
0.67/0.72
ZONE 11 8 c
~'<,
No Scale
ZONE 11
CALLE
OE FUENTE
EXISTING INTERSECTION CONDITIONS
F( Jre 3
I
I.O I
-This study analyzed the alignment alternatives for the intersection of Rancho
Santa Fe Road and Melrose Avenue North. Specifically it dealt with which
road way should form a "T"-Intersection into the other road segment. For
existing conditions, Rancho Santa Fe Road forming a "T"-Intersection into
Melrose Avenue would ·result in an improved level of service. Currently,
Melrose Avenue is the roadway forming the "T"-rntersection into Rancho Santa Fe
Road.
ZONE 12 TRAFFIC CONDITIONS
In order to quantify traffic conditions with volumes from the development of
Zone 12, Zone 11 and the City of Encinitas added to existing and future
conditions, it was necessary to define land use plans, identify existing
development and estimate trip generation. Since the Carlsbad Transportation
Model, prepared by SANDAG, is a basis for analyses of City Buildout conditions,
it was also necessary to compare proposed uses to those in the model and adjust
as necessary. Table 4 presents the Carlsbad Transportation Model trip
generation rates which were utilized in the model trip generation analyses.
Table 5 presents SANDAG trip generation rates utilized for Zone 12, Zone 11 and
the City of Encinitas. For the buildout analyses, it was necessary to compare
the trip generations for the SANDAG land uses, to the total Zone 12, Zone 11
and Encinitas land use generation. Table 6 for Zone 12, and Table 7 for Zone
11 and Encinitas list land use type, intensity, trip generation and resulting
trip generation differences between what has been proposed for development and
what SANDAG has assumed within the model. Table 6 shows that Zone 12 will
generate less trips than the SANDAG model by 2,170 daily, 150 AM peak hour and
140 PM peak hour trips. Table 7 shows that Zone 11 and Encinitas will generate
more trips than the SANDAG model by 21,290 daily, 90 AM peak hour and 2,210 PM
peak hour trips. This will result in a combined difference of 19,120 daily, -
60 AM peak hour and 2,070 PM peak hour trips. These net volumes were utilized
in the "Buildout" analyses.
Table 8 for Zone 12 and Table 9 for Zone 11 and Encinitas contain the proposed
yearly development of the area along with the volume of trips generated per
year. Review of Table 8 indicates that the development of Zone 12 is proposed
to be completed by the year 1994. Review of Table 9 indicates that the
development of Zone 11 and the Encinitas property is to be completed by 1999.
For this report and for all future Zone Studies, City Staff has informed WESTON
PRINGLE & ASSOCIATES to assume that all future planned roadways (currently not
existing) will be initially analyzed as two lane arterials. Two lane arterials
will be initially analyzed to determine when four and six lane arterials are
actually needed. Need will be determined by segment failure due to increases
in traffic volumes. It should be noted that road ways currently not existing
are not presumed to be constructed until there is a failure to a fully
constructed (built to classified standards) existing road segment that will
carry vehicles travelling in the same general direction or unless there is a
specified funding source or other plan for development which guarantees the
construction of those facilities at a specific date. For this study, it is
assumed that Alga Road will be extended north to Poinsettia Lane and Poinsettia
Lane will be extended east to the I-5 Freeway by 1990. It is our understanding
that this construction is currently taking place.
-10-
Table 4
CARLSBAD TRANSPORTATION MODEL TRIP GENERATION RATES
Zone 11, 12 AND THE CITY OF ENCINITAS
LAND USE DESCRIPTOR TRIP ENDS PER DESCRIPTOR
Daily AM In AM Oue PM In PM Out
Single Family
Residential (SFR) Dwelling Unit 10 0.16 0.64 0.70 0.30
Multi-Family
Residential (MFR) Dwelling Unit 8 0.13 0.51 0.56 0.24
Elementary School Acre 60 9.36 6.24 0.90 2.10
Junior High School Acre 80 13.44 5.76 l.68 3.92
Senior High School Acre 60 8.00 2.00 2.10 4.90
Community Shopping
Center Acre 700 12.6 8.4 35.0 35.0
Commercial Shops Acre 400 7.2 4.8 18.0 18.0
Neighborhood Shopping
Center Acre 1200 28.8 19.2 66.0 66.0
Office Acre 200 25.2 2.80 5.2 20.8
Park Acre so 1.0 1.0 2.0 2.0
Utilities Acre 10 0.25 0.25 0.25 0.25
-11-
LAND USE
Low Medium Density
Residential (RLM)
Medium Density
Residential (RM)
High Density
Residential (RMH)
Day Care
Elementary School
Junior High School
Senior High School
Recreation Community
Community Commercial
Neighborhood Shopping
Center
Office
Government Office
-
Table 5
SANDAG TRIP GENERATION RATES
Zone 11, 12 AND THE CITY OF ENCINITAS
DESCRIPTOR TRIP ENDS PER DESCRIPTOR
Daily AM In AM Out PM In
Dwelling Unit 10.0 0.20 0.60 0.70
Dwelling Unit: 8.0 0.10 0.50 0.60
Dwelling Unit 6.0 0.10 0.40 0.50
Child 3.0 0.26 0.26 0.27
Student 1.4 0.22 0.15 0.02
Student 1.0 0.17 0.07 0.02
Student 1.4 0.22 0.06 0.06
1,000 SF 40.0 0.96 0.64 2.16
1,000 SF 70.0 1. 26 0.84 3.50
1,000 SF 120.0 2.88 1. 92 6.6
1,000 SF 20.0 2.52 0.28 0.52
1,000 SF 30.0 2.43 0.27 1.08
-12-
PM Out
0.30
0.20
0.20
0.27
0.05
0.05
0.14
1.44
3.50
6.6
2.08
2.52
LAND USE
SANDAG
Single Family Residence
Elementary School
Junior High School
Utilities
TOTALS
ZONE 12
Low Medium Density
Residential (RLM)
Medium Density
Residential (RM)
Elementary School
Junior High School
Recreation Community
TOTALS
DIFFERENCES
Table 6
TRIP GENERATION COMPARISON
Zone 12
QUANTITY TRIP ENDS
Daily AM In AM Out
1779 DU 17790 280 1140
13 Acre 780 120 80
26 Acre 2080 170 70
2 Acre 20 s s
20,670 575 1,295
1090 DU 10900 220 650
650 DU 5200 70 260
600 Students 840 130 90
1200 Students 1200 200 80
9000 SF 360 10 10
18,500 630 1,090
-2,170 +55 -205
-13-
PM In PM Out:
1250 530
10 30
20 so
5 5
1,285 615
760 330
---
390 130
10 30
10 60
20 -1Q
1,200 560
-85 -55
--
-
Table 7
TRIP GENERATION COMPARISON
Zone ll AND THE CITY OF ENCINITAS
I.ANO USE QUANTITY TRIP ENDS
Daily AM In AM Out:
SANOAG
Single Family
Residential (SFR) 2774 DU 27740 440 1780
Multi-Family
Residential (MFR) 566 DU 4528 70 290
Elementary School 10 Acre 600 90 60
Senior High School 70 Acre 4200 560 140
Community Shopping
Center 20 Acre 14000 250 170
Commercial Shops 7 Acre 2800 50 30
Neighborhood Shopping
Cent:er 5 Acre 6000 140 100
Office 60 Acre 12000 1512 168
Park 30 Acre 1500 30 30
TOTALS 73,070 3,142 2,748
ZONE 11 & CITY OF ENCINITAS
Low Medium Density
Resident:ial (RLM) 2,990 DU 29900 600 1790
'Medium Density
Resident:ial (RM) 166 OU 1330 20 80
High Densit:y
Residential (RMH) 496 DU 2980 so 200
Elementary School 600 S tudent:s 840 130 90
Senior High School 2400 Student:s 3360 530 140
Recreation Community 17,470 SF 700 20 10
-14-
PM In PM Out:
1940 830
310 140
10 20
150 340
700 700
130 130
330 330
312 1248
60 60
3,922 3,788
2090 900
100 30
250 100
10 30
140 340
40 30
LAND USE
Community Commercial
Neighborhood Shopping
Center
Day Care
Office
Government Office
Table 7 (cont.)
TRIP GENERATION COMPARISON
Zone 11 AND THE CITY OF ENCINITAS
QUANTITY TRIP ENDS
Daily AM In AM Out
450,847 SF 31560 570 380
156,815 SF 18820 450 300
150 Children 450 40 40
146,361 SF 2930 370 40
49,658 SF 1490 120 10
TOTALS 94,360 2,900 3,080
DIFFERENCES +21,290 -242 +332
-15-
PM In PM Out
1580 1580
1030 1030
40 40
80 300
50 130
5,410 4,510
+l,488 +722
Table 8 . -16-
TRIP GENERATION BY YEAR
Zone 12
LAND USE QUANTITY TRIP ENDS
Daily AM In AM Out PM In PM Out
Existing
Residential (RLM) 550 DU 5500 110 330 380 170
Residential (RM) 39 DU 310 NEG 20 20 10
TOTAL 5,810 110 350 400 180
1990
Residential (RLM) 156 DU 1560 30 90 110 50
Residential (RM) 194 DU 1550 20 90 120 40
SUBTOTAL 3,110 50 180 230 90
TOTAL (Existing -1990) 8,920 160 530 630 270
-1991
Residential (RLM) 154 DU 1540 30 80 110 50
Residential (RM) 196 DU 1570 30 90 120 40
Elementary School 600 Students 840 130 90 10 30
SUBTOTAL 3,950 190 260 240 120
TOTAL (Existing -1991) 12,870 350 790 870 390
1992
Residential (RLM) 197 DU 1970 50 110 140 50
Residential (RM) 153 DU 1220 30 70 90 30
Recreation Community 9000 SF 360 10 10 20 10
SUBTOTAL 3,550 90 190 250 90
TOTAL (Existing -1992) 16,420 440 980 1,120 480
--
LAND USE
Table 8 (cont.)
TRIP GENERATION BY YEAR
Zone 12
QUANTITY TRIP ENDS
Daily AM In AM Out
ll21
Residential (RI.M) 33 DU 330 10 10
Residential (RM) 68 DU 550 10 20
SUBTOTAL 880 20 30
TOTAL (Existing• 1993) 17,300 460 1,010
1994
Junior High School 1200 Students 1200 200 80
SUBTOTAL 1,200 200 80
TOTAL (Existing -1994) 18,500 660 1,090
-17·
PM In PM Out:
20 10
40 10
60 20
1,180 500
20 60
20 60
1,200 560
Table 9
TRIP GENERATION BY YEAR
Zone 11 and the City of Encinitas
LAND USE QUANTITY TRIP ENDS
Daily AM In AM Out PM In PM Out
Existing
Residential (RLM) 458 DU 4580 920 2750 3210 1370
Residential (RMH) 496 DU 2980 so 200 250 100
Recreation Community 17,470 SF 700 20 10 40 30
Subtotal 8,260 990 2,960 3,500 1,500
1990
Residential (RUI) 117 DU 1170 20 70 80 40
Residential (RM) 58 DU 460 10 30 30 10
Elementary School 600 Students 840 130 90 10 30
Day Care 150 Students 450 40 40 40 40
Subtotal 2,920 200 230 160 120
Total (Existing -1990) 11,180 1,190 3,190 3,660 1,620
1991
Residential (RLM) 324 DU 3240 60 190 230 100
Residential. (RM) 108 DU 860 10 so 60 20
Community Commercial 46,885 SF 3280 60 40 160 160
Subtotal 7,380 130 280 450 280
Total (Existing -1991) 18,560 1,320 3,470 4,110 1,900
--
Table 9 (cone.)
TRIP GENERATION BY YEAR
Zone ll and Che City of Encinitas
LAND USE QUANTITY TRIP ENDS
Daily AM In AM Out
1992
Residential (RLM) 510 DU 5100 100 310
Community Commercial 134,654 SF 9430 170 110
Neighborhood Shopping Ccr 69,260 SF 8310 200 130
Office 48,787 SF 980 120 10
Senior High School 2400 Scudencs 3360 530 140
Subcotal 27,180 l,120 700
Total (Existing -1992) 45,740 2,440 4,170
1993
Residential (RLM) 375 DU 3750 80 230
Community Commercial 134,654 SF 9430 170 110
Neighborhood Shopping Ctr 68,606 SF 8230 200 130
Office 48,787 SF 980 120 10
Subtotal 22,390 570 480
Total (Existing -1993) 68,130 3,010 4,650
1994
Residential (RLM} 275 DU 2750 60 170
Community Commercial 134,654 SF 9430 170 110
Neighborhood Shopping Ctr 18,949 SF 2270 50 40
Office 48,787 SF 980 120 10
Government Office 49,658 SF 1490 120 10
Subtotal 16,940 520 340
Total (Existing -1994) 85,050 3,530 4,990
-19-
PM In PM Out
360 150
470 470
460 460
30 100
140 340
1,460 l,520
5,570 3,420
260 110
470 470
450 450
30 100
1,210 l,130
6,780 4,550
190 80
470 470
130 130
30 100
so· 130
870 910
7,650 5,460
-
.-
Table 9 (cont.)
TRIP GENERATION BY YEAR
•
Zone 11 and the City of Encinitas
LANO USE QUANTITY TRIP ENOS
Daily AM In AM Out
1995
Residential (RLM) 240 OU lli.Q 50 140
Subtotal 2,400 50 140
Total (Existing -1995) 87,450 3,580 5,130
1996
Residential (RLM) 240 DU lli.Q 50 140
Subtotal 2,400 50 140
Total (Existing -1996) 89,850 3,630 S,270
1997
Residential (RLM) 207 OU 2070 40 _ill
Subtotal 2,070 40 120
Total (Existing -1997) 91,920 3,670 S,390
ill!
Residential (RLM) 164 DU i640 30 -1Q.Q
Subtotal 1,640 30 100
Total (Existing -1998) 93,560 3,700 S,490
1999
Residential (RLM) 80 DU 800 ~ so
Subtotal 800 20 so
Total (Existing -1999) 94,360 3,720 S,S40
-20-
PM In PM Out
170 _1Q
170 70
7,820 5,530
170 70
170 70
7,990 S,600
140 60
140 60
8,130 S,660
110 50
110 50
8,240 S,710
60 ~
60 20
8,300 5,730
Also for this study, it is assumed that Leucadia Boulevard will be built
between El Camino Real and the I-5 Freeway by 1995. Proposeq. intersection
geometrics, which ar~ compatible with the proposed future road segment
geometrics, are listed on Tables 10, 11, 12 and 13. The ICU analyses were
calculated from the proposed geometrics.
YEAR 1990, 1995 and 2000 ANALYSES
Estimated Zone 12, Zone 11 and Encinitas generated traffic shown on Tables 8
and 9 was assigned to the surrounding road system for the years 1990, 1995 and
2000 based on the distributions shown in Figures 4, 5 and 6. The buildout
distribution is addressed later in this report. Given the projected Zone 12,
Zone 11 and Encinitas traffic assignments to the asumed street system and the
three percent per year growth of existing traffic, intersection and street
segment analyses were completed. The results for the years 1990, 1995 and 2000
are illustrated on Figures 7, 8, 9, 10, 11 and 12 as well as summarized on
Tables 14, 15, 16, 17, 18 and 19. Appendix B contains the ICU worksheets for
the three study years.
YEAR 1990
Table 14 illustrates that no improvements are necessary if improvements are
made to the existing unacceptable road segments as discussed in the Existing
Conditions section. Table 14 also contains the conditions of the road segments
should the improvements not be made to the existing unnacceptable road
segments.
Table 15 indicates that all intersections will operate under acceptable
conditions with the improvements to the intersections as outlined in Table 10.
The intersection of La Costa Avenue and the Interstate 5 Southbound Ramps will
operate at acceptable operating conditions with existing lane geometrics.
As with existing conditions, Rancho Santa Fe Road forming a "T" -Intersection
into Melrose Avenue will result in a better level of service than Melrose
Avenue forming a "T"-Intersection into Rancho Santa Fe Road.
YEAR 1995
As Table 16 indicates, Rancho Santa Fe Road, from the Melrose Avenue North
extension to Calle De Fuente will require upgrading from four to six through
lanes by 1995. With six through lanes, the Rancho Santa Fe Road segments from
La Costa Avenue to Olivenhain Road will operate at unacceptable levels.
However, all the intersections on Rancho Santa Fe Road, with the improvements
outlined in Table 11, are projected to operate at acceptable conditions during
the AM and PM peak hours. The road segments will also operate at acceptable
conditions at buildout according to the adjusted Carlsbad Transportation
Model. The reason for this is that the Carlsbad Transportation Model considers
the road system and land uses as a completed system. Thus taking into
consideration trip di version that will occur. Table 16 also contains the
initial year the road segments are projected to operate under unacceptable
conditions.
-21-
) )
Table 10
YEAR 1990 -INTERSECTION GEOMETRICS
Zone 12
INTERSECTION NL NT NR SL ST SR EL ET ER WL WT \JR
Rancho Santa Fe Rd. &
Melrose Ave. North(l) 1 1 0 0 1 FREE 1 0 1 0 0 0
Improvements
Rancho Santa Fe Rd. &
Melrose Ave. North(2) 0 1 1 1 1 0 0 0 0 1 0 FREE
Improvements
Rancho Santa Fe Rd. &
La Costa Meadows Dr. 0 1 1 1 1 0 0 0 0 l 0 1
Improvements
Rancho Santa Fe Rd. &
Questhaven Rd. 0 l 1 1 1 0 0 0 0 1 0 1
Improvements l -1
Rancho Santa Fe Rd. &
Melrose Ave. South*
Improvements
Rancho Santa Fe Rd. &
La Costa Ave. 1 2 0 1 2 0 1 2 0 1 2 0
Improvements
Rancho Santa Fe Rd. &
Calle De Fuente 0 3 0 1 3 0 0 0 0 1 0 1
Improvements
Rancho Santa Fe Rd. &
Calle Barcelona 1 3 0 l 3 0 0 0 0 1 0 1
Improvements
I N N I
Table 10 (cont.)
YEAR 1990 -INTERSECTION GEOMETRICS
Zone 12
INTERSECTION NL NT NR SL ST SR EL ET ER WL WT \JR
Rancho Santa Fe Rd. &
Olivenhain Rd. 1 2 0 l 2 l 0 l 0 0 l 1
Improvements
El Camino Real &
La Costa Ave. 2 3 1 2 3 l 2 2 2 1 1 l
Improvements
El Camino Real &
Lev ante St. 0 2 l 1 2 0 0 0 0 l.S 0 1. 5
Improvements
El Camino Real &
Calle Barcelona* 0 2 0 1 2 0 0 0 0 l 0 l
Improvements 2 l 2 1 l
El Camino Real &.
011 venhain Rd. 0 2 l 1 2 0 0 0 0 2 0 1
Improvements .5 -.5
La Costa Avenue &.
I-S Northbound Ramps 1 0 1 0 0 0 1 l 0 0 l 1
Improvements
La Costa Avenue &.
1-5 Southbound Ramps 0 0 0 l 0 l 0 1 1 l 1 0
Improvements
* Intersection not existing at this time.
(l) Melrose Ave. north extension forming a "T"-lntersectlon Into Rancho Santa Fe Road.
(2) Rancho Santa Fe Road north extern.ton forming a "T"-intersection into He l rose Ave.
I
) ) N
(.J
Table 11
YEAR 1995 -INTERSECTION GEOMETRICS
Zone 12
INTERSECTION NL NT NR SL ST SR EL
Rancho Santa Fe Rd. &
Melrose Ave. North(l) 1 2 0 0 2 FREE 1
Improvements 1 1
Rancho Santa Fe Rd. &
Melrose Ave. North(2) 0 1 1 1 1 0 0
Improvements
Rancho Santa Fe Rd. &
La Costa Meadows Dr. 0 2 1 1 2 0 0
Improvements 1 1
Rancho Santa Fe Rd. &
Questhaven Rd. 0 2 1 1 2 0 0
Improvements 1 1
Rancho Santa Fe Rd. &
Melrose Ave. South 0 2 1 1 2 0 0
Improvements 2 1 1 2
Rancho Santa Fe Rd. &
La Costa Ave. 2 3 FREE 2 3 0 2
Improvements 1 1 FREE 1 1 1
Rancho Santa Fe Rd. &
Calle De Fuente 0 3 1 2 3 0 0
Improvements 1 l
Rancho Santa Fe Rd. &
Calle Barcelona 1 3 0 1 3 0 0
Improvements
ET ER \JL
0 l 0
0 0 2
1
0 0 1
0 0 1
0 0 1
1
2 1 2
1 1
0 0 2
1
0 0 1
WT
0
0
0
0
0
2
0
0
WR
0
FREE
1
1
1
1
1
1
1
1
)
I N .,::,. I
Table 11 (cont.)
YEAR 1995 -INTERSEC'flON GEOMETRICS
Zone 12
INTERSECTION NL NT NR SI. ST SR EL ET ER Ul.
Rancho Santa Fe Rd. &
Olivenhaln Rd. 2 3 0 2 3 1 1 l 0 2
I1nprovements 1 1 l l l 2
El Camino Real &
La Costa Ave. 2 3 1 2 3 1 2 2 1 2
IOlprovements 1
El Camino Real &
Levante St. 0 2 1 l 2 0 0 0 0 1. 5
Improvements
El Ca111lno Real &
Calle Barcelona* 0 2 0 l 2 0 0 0 0 1
Improvements
El Camino Real &
Ollvenhain Rd. 1 3 1 1 3 0 l 3 0 2
Improvements 1 1 l I 3 2
* Intersection not existing at this time.
(l) Melrose Ave. north extension for.Ding a "T"-lntersectlon into Rancho Santa Fe Road.
(2) Rancho Santa Fe Road north extension forming a "T"-lntersection into Melrose Ave.
UT UR
1 FREE
FREE
2 1
l
0 1. 5
0 1
3 0
3 -1
l
Table 12
YEAR 2000 -INTERSECTION GEOMETRICS
Zone 12
INTERSECTION NL NT NR SL ST SR EL ET ER WL WT WR
Rancho Santa Fe Rd. &
Melrose Ave. North(l) 2 2 0 0 2 FREE 1 0 1 0 0 0
Improvements 1
Rancho Santa Fe Rd. &
Melrose Ave. North(2) 0 2 1 1 2 0 0 0 0 2 0 FREE
Improvements 1 1
Rancho Santa Fe Rd. &
La Costa Meadows Dr. 0 3 1 1 3 0 0 0 0 1 0 1
Improvements 1 1
Rancho Santa Fe Rd. &
Questhaven Rd. 0 3 1 1 3 0 0 0 0 1 0 1
Improvements 1 1
Rancho Santa Fe Rd. &
Melrose Ave. South 0 3 1 1 3 0 0 0 0 1 0 1
Improvements 1 1
Rancho Santa Fe Rd. &
La Costa Ave. 2 3 FREE 2 3 0 2 2 1 2 2 1
Improvements
Rancho Santa Fe Rd. &
Calle De Fuente 0 3 1 2 3 0 0 0 0 2 0 1
Improvements
Rancho Santa Fe Rd. &
Calle Barcelona 1 3 0 1 3 0 0 0 0 1 0 1
Improvements
I
N (J'I I
--··· . -··--.-.. --• -·--~-· ..... ·--...
Table 12 (cont.)
YEAR 2000 -INTERSECTION GEOHETRlCS
Zone 12
INTERSECTION NI. NT NR SL ST SR EL ET ER Wl.
Rancho Santa Fe Rd. &
Olivenhain Rd. 2 3 0 2 3 1 1 1 0 2
Improvements
El Camino Real &
La Costa Ave. 2 3 1 2 3 1 2 2 1 2
Improvements
El Camino Real &
Levante St. 0 2 1 1 2 0 0 0 0 1. 5
Improvements
El Camino Real &
Calle Barcelona* 0 2 0 1 2 0 0 0 0 1
Improvements
El Camino Real &
Ollvenhain Rd. 1 3 1 2 3 0 1 3 0 2
Improvements
* Intersection not existing at this time.
(1) Melrose Ave. north extension foridng a "T"-intersection into Rancho Santa Fe Road.
(2) Rancho Santa Fe Road north extension forming a 11T11 -intersectlon into Melrose Ave.
WT WR
1 FREE
2 1
0 1. 5
0 1
3 0
INTERSECTION
Rancho Santa Fe Rd. &
Melrose Ave. North(l)
Improvements
Rancho Santa Fe Rd. &
Melrose Ave. North(2)
Improvements
Rancho Santa Fe Rd. &
La Costa Meadows Dr.
Improvements
Rancho Santa Fe Rd. &
Questhaven Rd.
Improvements
Rancho Santa Fe Rd. &
Melrose Ave. South
Improvements
Rancho Santa Fe Rd. &
La Costa Ave.
Improvements
Rancho Santa Fe Rd. &
Calle De Fuente
Improvements
Rancho Santa Fe Rd. &
Calle Barcelona
Improvements
Table 13
CITY BUILDOUT (2010) -INTERSECTION GEOMETRICS
Zone 12
NL NT NR SL ST SR EL ET
2 3 0 0 3 FREE 2 0
1 1 1
0 3 1 2 3 0 0 0
1 1 1
0 3 1 1 3 0 0 0
0 3 1 2 3 0 0 0
1
0 3 1 1 3 0 0 0
2 3 FREE 2 3 0 2 2
0 3 1 2 3 0 0 0
l 3 0 1 3 l 0 0
1
ER WL
2 0
1
0 2
0 1
0 2
1
0 1
0 2
-1
0 2
0 1
WT
0
0
0
0
0
2
0
0
WR
0
FREE
1
FREE
FREE
1
1
1
1
)
I N
00 I
INTERSECTION
Rancho Santa Fe Rd. &
Ollvenhain Rd.
Improvements
El Camino Real &
La Costa Ave.
Improvements
El Camino Real &
Levante St.
Improvements
El Camino Real &
Calle Barcelona*
Improvements
El Camino Real &
Olivenhain Rd.
Improvements
Table 13 (cont)
CITY BUILDOUT (2010) -INTERSECTION GEOMETRICS
Zone 12
NL NT NR SL ST SR EL ET
2 3 0 2 3 1 l 1
2 3 1 2 3 FREE 2 2
FREE
2 3 2 1 3 0 2 2
2 l 1 1 2 2
2 3 0 2 3 0 2 2
2 1 1 1 2 2
1 3 l 2 3 0 1 3
* Intersection not existing at this time.
ER WL
0 2
1 2
0 2
0. 5
0 2
1
0 2
(1) Melrose Ave. north extension forming a "T"-intersection Into Rancho Santa Fe Road.
(2) Rancho Santa Fe Road north extension forming a "T"-intersection Into Melrose Ave.
WT
1
3
1
2
2
2
2
3
\JR
FREE
1
0
-1.5
0
-1
0
I N
""'
Table 14 -30-
YEAR 1990 EXISTING+ IMPROVED ROAD SEGMENTS -Zone 12
VOLUME/
CAPACITY
VOLUME/ DAILY(l) RATio+
CAPACITY CAPACITY LOs(2)
DAILY DAILY(l) RATIO+ WITH WITH IMPROV
LOCATION VOLUME CAPACITY LOSill IMPROV. IMPROV. YEAR
El Camino Real:
La Costa to Levante 27,400 44,450 0.62/A
Levante to
Calle Barcelona 27,300 44,450 0.61/A
Calle Barcelona to
Olivenhain 26,900 44,450 0.61/A
Rancho Santa Fe Road:
Melrose North to
La Costa Meadows 23,300 22,230 1.05/F 44,450 0.52/A. 1989
La Costa Meadows to
Questhaven 23,300 22,230 1.05/F 44,450 0.52/A 1989
Questhaven to
La Costa 23,400 22,230 1.05/F 44,450 0.53/A 1989
La Costa to
Calle De Fuente 22,400 44,450 0.50/A
Calle De Fuente to
Calle Barcelona 22,300 66,670 0.33/A
Calle Barcelona to
Olivenhain 22,100 66,670 0.33/A
Olivenhaven Road:
El Camino to
Rancho Santa Fe 22,000 22,230 0.99/E 44,450 0.49/A 1989
Calle Barcelona:
-·~ We-s.t of El Camino 2,700 33,340 0.08/A
West of Rancho Santa Fe 100 33,340 0.01/A
La Costa Avenue:
-· El Camino to
I-5 Northbound Ramp 29,900 22,230 1. 35/F 44,450 0. 67 /B 1989
(1) Based upon LOS E
(2) LOS -Level of Service
:'able 15
YEAR 1990 CONDITIONS -INTERSECTIONS
Zone 12
INTERSECTION
Rancho Santa Fe Rd. & Melrose Ave. Nor~h(J)
Rancho Santa Fe Rd. & Melrose Ave. Norch(4 )
Rancho Santa Fe Rd. & La Costa ~eadows Drive
Rancho Santa Fe Rd. & Ques:haven Road
Rancho Santa Fe Rd. & Melrose Ave. South(2)
Rancho Santa Fe Rd. & La Costa Ave.
Rancho Santa Fe Rd. & Calle De Fuente
Rancho Santa Fe Rd. & Calle Barcelona
Rancho Santa Fe Rd. & Olivenhain Rd.
El Camino Real & La Cosca Avenue
El Camino Real & Levante St.
El Camino Real & Calle Barcelona
El Camino Real & Olivenhain Rd.
ta Costa Avenue & I-5 Norchbound Ramps
ta Costa Avenue & I-5 Southbound Ramps
(1) ICU -Intersection Capacity Utilization
LOS -Level of Service
existing at this time.
ICU/Los(l) ---AM Peak PM Peak
0.88/D 0.78/C
0.88/D 0.68/B
0.80/C 0.72/C
0.6S/B 0.73/C
NA NA
0.60/A 0.62/B
0.30/A 0.32/A
0.32/A 0.34/A
O.S7/A O.S3/A
0.64/B 0.63/B
0.38/A 0.54/A
0.34/A 0.49/A
0.52/A 0.61/B
0.76/C 0.66/B
0.86/D 0.86/D
(2)
(3)
Intersection noc
Melrose Avenue
Sanca Fe Road.
Rancho Santa Fe
Melrose Avenue.
north extension forming a "T"-Intersection into Rancho
(4) Rd. north extension forming a "T"-Intersection into
-
-
LOCATION
El Camino Real:
La Costa to Levante
Levante to
Calle Barcelona
Calle Barcelona to
Olivenhain
Rancho Santa Fe Road:
Melrose North to
La Costa Meadows
La Costa Meadows to
Questhaven
Questhaven to
Melrose South
Melrose South to
La Costa
La Costa to
Calle De Fuente
Calle De Fuente to
Calle Barcelona
Calle Barcelona to
Olivenhain
Olivenhain Road:
El Camino to
Rancho Santa Fe
Calle Barcelona:
·"lfe.st of El Camino
West of Rancho
Santa Fe
(1) Based upon LOS E
Table 16
YEAR 1995 EXISTING+ IMPROVED ROAD SEGMENTS
Zone 12
VOLUME/ DAILY(l)
CAPACITY CAPACITY
DAILY DAILY(l) RATio+ WITH
VOLUME CAPACITY LOSill IMPROV.
28,700 44,450 O.65/B
28,900 44,450 0.65/B
29,700 44,450 0.67/B
43,800 44,450 0.99/E 66,670
43,800 44,450 0.99/E 66,670
47,800 44,450 1.08/F 66,670
47,700 44,450 1.01/F 66,670
60,700 44,450 l. 37 /F 66,670
59,700 66,670 0.90/E
56,700 66,670 0.85/0
45,600 44,450 1.03/F 66,670
7,700 33,340 0.23/A
9,400 33,340 0.28/A
(2) LOS -Level of Service
-32-
VOLUME/
CAPACITY
RATio+
1.0s<2)
WITH IMPROV
IMPROV. YEAR
O.66/B 1993
0.66/B 1993
0.72/C 1993
0.67/B 1993
0.94/E 1992/9
1994
1994
O.68/B 199?
Table 17
YEAR 1995 CONDITIONS -INTER.SECTIONS
Zone 12
INTE..?tS ECTI ON
Rancho Santa Fe Rd. & Melrose Ave. Norch(2)
Rancho Santa Fe Rd. & Melrose Ave. Norch(3)
Rancho Santa Fe Rd. & La Costa Meadows Drive
Rancho Santa Fe Rd. & Questhaven Road
Rancho Santa Fe Rd. & Melrose Ave. South
Rancho Sanca Fe Rd. & La Costa Ave.
Rancho Santa Fe Rd. & Calle De Fuente
Rancho Santa Fe Rd. & Calle Barcelona
Rancho Santa Fe Rd. & Olivenhain Rd.
El Camino Real & La Costa Avenue
El Camino Real & Levance Sc.
El Camino Real & Calle Barcelona
El Camino Real & Olivenhain Rd.
(~) ICU -Intersection Capacity Utilization
LOS -Level of Service
ICU/LOS.ill ---AM Peak PM Peak
0.79/C 0.83/D
0.79/C 0.83/D
0.76/C 0.75/C
0.61/B 0.74/C
0.60/A 0.76/C
0.50/A 0.90/D
0.55/A 0.86/0
0.64/B 0.79/C
0.74/C 0.90/0
0.61/B
0. 39/A
0.50/A
0.58/A
0.84/0
0. 51/A
0.63/B
0.81/D
--
(2) Melrose Avenue north extension forming a "T"-Intersection into Rancho
Santa. Fe Road.
(3) Rancho Santa Fe Rd. north extension forming a "T"-Incersection into
Melrose Avenue.
,-
LOCATION
El Camino Real:
La Costa to Levante
Levante to
Calle Barcelona
Calle Barcelona to
Olivenhain
Rancho Santa Fe Road:
Melrose North to
La Costa Meadows
La Costa Meadows to
Questhaven
Questhaven to
Melrose South
Melrose South to
La Costa
La Costa to
Calle De Fuente
Calle De Fuente to
Calle Barcelona
Calle Barcelona to
Olivenhain
Olivenhain Road:
El Camino to
Rancho Santa Fe
Calle Barcelona:
Yest of El Camino
Yest of Rancho
Santa Fe
(1) Based upon LOS E
T4ble 18
YEAR 2000 E.~ISTING + IMPROVED ROAD SEGMENTS
Zone 12
VOLUME/ DAILY(l)
CAPACITY CAPACITY
DAILY DAILY(l) RATIO+ YITH
VOLUME CAPACITY LOSill IMPROV.
33,000 44,450 0.74/C
33,000 44,450 0.74/C
, 33,700 44,450 0.76/C
50,100 66,670 0.75/C
50,100 66,670 0.75/C
50,100 66,670 0.75/C
51,500 66,670 0.77/C
62,900 66,670 0.94/E
67,300 66,670 1.01/F
64,500 66,670 0.97/E
51,900 66,670 0.78/C
7,800 33,340 0.23/A
10,000 33,340 0.30/A
(2) LOS -Level of Service
-34-
VOLUME/
CAPACITY
RATio+
LOs(2)
YITH IMPROV
IMPROV. YEAR
Table 19
YEAR 2000 CONDITIONS -!NTE..~SECTIONS
Zone 12
INTERSECTION
Rancho Sanca Fe Rd. & ~elrose Ave. Nor~h(2)
Rancho Sa.nca Fe Rd. & Melrose A•re. NormC3)
Rancho Sanca Fe Rd. & La Cosca Meadows Drive
Rancho Sa.nca Fe Rd. & Ques:haven Road
Rancho Sanca Fe Rd. & Melrose Ave. South
Rancho Sanca Fe Rd. & La Cosca Ave.
Rancho Sanca Fe Rd. & Calle De Fuence
Rancho Santa Fe Rd. & Calle Barcelona
Rancho Sanca Fe Rd. & Olivenhain Rd.
El Camino Real & La Cosca Avenue
El Camino Real & Levance Sc.
El Camino Real & Calle Barcelona
El Camino Real & Olivenhain Rd.
(1) ICU -Intersection Capacity Utilization
LOS -Level of Service
ICU/tOSfil __
AM Peak PM Peak
0.89/0 0.87/0
0.49/A 0.87/D
0.71/C 0.64/B
0.53/A 0.63/B
0.51/A 0.79/C
0.58/A 0.86/0
0.60/A 0.77/C
0.70/B 0.90/0
0.73/C 0.87/0
0.62/B 0.85/0·
0.42/A 0.55/A
0.53/A 0.67/B
0.61/B 0.90/0
(2) Melrose Avenue north extension forming a "T"-Intersection into Rancho
Santa Fe Road.
(3) Rancho Santa Fe Rd. north extension forming a "T"-Intersection into
Melrose Avenue.
--
)
"---20%
LEGEND
--= EXISTING
= PROPOSED
cl
15% = DISTRIBUTION PERCENTAGES
LEVANTE
ST. --·-·------
CALLE BARCELONA
ZONE 12 L _____ _/·
OLIVENHAIN RD.
CITY OF
ENCINITAS
20%
\
No Scole
ZONE 11
ZONE 11
CALLE
DE FUENTE
YEAR 1990 DIRECTIONAL DISTRIBUTION
Weston Pdnale. & Associates
I w
0\
Figure 4 1
\Af,..,,...~,.., .....
.....__ 10%
LEGEND
--= EXISTING
---PROPOSED
cl
15% = DISTRIBUTION PERCENTAGES
LEVANTE
ST.
·-·-=----~
. ---
CALLE BARCELONA
ZONE 12 L _____ _J·
L£UCADIA Bl \JO. ~ 10% 20% OLJVENHAIN RD.
l
CITY OF
ENCINITAS
\~
\16. ~ \\ ~ i\~ .f;-v. t I No Scale
~,?~
(/) _-,
ZONE 11
25%
ZONE 11
CALLE
DE FUENTE
YEAR 1995 DIRECTIONAL DISTRIBUTION
1, ........... , ........ o .. f\,.....~,,....,....; ......... ,....C'
)
LEGEND
--= EXISTING
--= PROPOSED
15% = DISTRIBUTION PERCENTAGES
LEUCADIA BLVD-~ 10% 20%
J
LEVANT£
ST. ·-------
------CALLE BARCELONA
ZONE 12 L._. __ _/-
OUVENHAIN RO.
CITY OF
ENCINITAS
20%
\
(/)
.-f
ZONE 11
No Scale
ZONE 11
CALLE
OE FUENTE
YEAR 2000 DIRECTIONAL DISTRIBUTION
Weston Prfnqle & Associates
I w
Figure 6 <:>
LEGEND
36,900
(0.83)
D
e = CRITICAL ROAD SEGMENT
24,100 = EXIST. DAILY VOLUMES
(0.36) = DAILY VOL/CAPACITY RATIO
A = LEVEL OF SERVICE
• cuc1'Dl1' BLVD• .----
u;;. -------'-~--+----
----
LEVANTE
ST.
OUVENHAIN RD.
22,000
(0.49)
A
23,300
(0.52)
A
No Scale
ZONE 11
I
(0.3
OOA
36)
ZONE 11
CALLE
DE FUENTE
CITY OF ENCINITAS
YEAR 1990 ROAD SEGMENT CONDITIONS
Weston J-inqle & Associates
I w
F Jre 7 'f
)
LEGEND
0.69/0.64 B B
0 = CRITICAL INTERSECTION
0.34/0.49 = AM/PM PEAK VOLUME
CAPACITY RATIO
_ LN. ----...........
"'-
""'----
0.38/0.54 A A
LEVANTE
ST. ·-·----
CALLE BARCELONA
A = . LEVEL OF SERVICE 0.32/0.34
----------Lz_o~ _1_:__ ~ _).
LEUCi'>DIA BL~_-0.31 /0.61
---.\---=--=-.+----A 8 OLIVENHAIN 0.57 /0.53
A A
CITY OF ENCINITAS
(/) 0.80/0.72 ,-, C C
0.65/0.73
ZONE 11 B c
)
No Scale
ZONE 11
ALLE
DE FUENTE
YEAR 1990 INTERSECTION CONDITIONS
WP~tnn PrinnlA & Assor.intes
I ~ Fi B o, qure
LEGEND
e = CRITICAL ROAD SEGMENT
63,100 = EXIST. DAILY VOLUMES
(0.94) = DAILY VOL/CAPACITY RATIO
E = LEVEL OF SERVICE
43,800
(0.66)
B
No Scolo
ZONE 11
LEVANTE
ST.
OUVENHAIN RD.
45,600
(0.68)
B
6 •
(0.9
00 E
88)
CITY OF ENCINITAS
. 72)
C
ZONE 11
CALLE
OE FUENTE
YEAR 1995 ROAD SEGMENT CONDITIONS
Weston tfnale & Associates
I ~
F hre 9 7
LEGENQ
0 = CRITICAL INTERSECTION
0.39/0.51 = AM/PM PEAK VOLUME
CAPACITY RATIO
A = LEVEL OF SERVICE
ci
0.61/0.84
B D
LEVANTE
ST.
~ CALLE BARCELONA
0.50/0.63 0.64/0. 79
A s Lz_o~ _1_:__~ _3-
ouVENHAIN 0.74/0.90
C D
CITY OF ENCINITAS
"' 0.76/0.75 _--, C C
0.61/0.74
ZONE 11 8 c
CALLE
No Scale
0.60/0.76
A C
ZONE 11
DE FUENTE
YEAR 1995 INTERSECTION CONDITIONS
•
Weston Prfnql e & Assocrates Figure 10
I ~ N
I
LEGENQ
e = CRITICAL ROAD SEGMENT
33,700 = EXIST. DAILY VOLUMES
(0. 76) = DAILY VOL/CAPACITY RATIO
C = LEVEL OF SERVICE
50,100
(0. 75)
C
No Scale
ZONE 11
l.£VANTE
ST.
OLIVENHAIN RD.
51,900
(0.78)
C
69,8
(1.0
00 F
01)
CITY OF ENCINITAS
ZONE 11
CALLE
DE FUENTE
YEAR 2000 ROAD SEGMENT CONDITIONS
I A I . . 1-_ . ._
LEGEND
0 = CRITICAL INTERSECTION
0.51/0.79 = AM/PM PEAK VOLUME
CAPACITY RA 110
A = LEVEL OF SERVICE
ci
0.62/0.85 B D
LA
LEVANTE
ST.
0.42/0.55 . -. -=----
A A . --·
~ CALLE BARCELONA
0.53/0.67 0.68/0.90
A s Lz_o~ _1_:_~ _3·
OUVENHAIN 0.73/0.87
C 0
· CITY OF ENCINITAS
No Scale
0.49/0.87
A D
"' 0. 71 /0.64
:--t D 8 · ~
0.53/0.63
ZONE 11 A 8
'<~ 1/0.79
C
ZONE 11
CALLE
DE FUENTE
YEAR 2000 INTERSECTION CONDITIONS
I
""" .f:,
Ffaure 12 1
Olivenhain Road, between El Camino Real and Rancho Santa Fe Road will require
upgrading from four to six through lanes to operate at acceptable conditions.
It should be noted that Calle Barcelona should be built concurrent with
development. Its use is projected to be primarily by Zone 12 residents and
development of Calle Barcelona before 1994 should not significantly lessen the
impacts on Olivenhain Road, as Olivenhain Road is utilized on a regional
level. Many of Zone 12 trips will travel on Calle Barcelona eastbound and
westbound as opposed to Olivenhain Road.
As Table 17 indicates, all intersections will operate under acceptable
conditions with the improvements outlined in Table 11. The CH;7 of c.n:-Jsb=d
Growth Management Programs, "Heavy Demand Procedure" of intersection analysis
was utilized for the intersection of Rancho Santa Fe Road and La Costa Avenue.
The "Heavy Demand Procedure allows an hourly vehicle capacity of 1800 for
turning movements and 2000 for through movements.
In the 1995 analyses there is no difference in level of service resulting from
either Melrose Avenue or Rancho Santa Fe Road forming the "T"-Intersection.
It should be noted that in 1994, the last year of development in Zone 12, Zone
12 vehicle trips account for approximately 18 percent daily, 17 percent AM peak
hour and 12 percent PM peak hour of the combined traffic of Zone 12, Zone 11
and the two projects within the City of Encinitas. The percentages drop as
development occurs in Zone 11 between 1995 and 1999.
YEAR 2000
Table 18 indicates that the Rancho Santa Fe Road segments from La Costa Avenue
to Olivenhain Road will operate under unacceptable conditions with six through·
lanes in the year 2000. As noted and is the case in 1995, the intersections on
Rancho Santa Fe Road are pr-ejected to operate under acceptable operat:. ·i•J
conditions during the AM and PM peak hours with the improvements outlined in
Table 12. Also these road segments, according to the Carlsbad Transportation
adjusted model volumes, will operate under acceptable conditions in the year
2010.
As Table 19 indicates, all intersections will operate under acceptable
conditions with the improvements outlined in Table 12. As in 1995, the "Heavy
Demand Procedure" of intersection analysis was utilized fer the intersections
of Rancho Santa Fe Road & La Costa Avenue, Rancho Santa Fe Road & Calle De
Fuente and Rancho Santa Fe Road & Olivenhain Road.
In the year 2000 analyses there is a resultant improvement in level of service
if Rancho Santa Fe Road forms a "T"-Intersection into Melrose Avenue.
CITY BUILDOUT ANALYSES (YEAR 2010)
The City buildout analyses (year 2010) is based on AM and PM peak hour and
daily traffic volumes resulting from the Carlsbad Transportation Model
performed by SANDAG which assumes development buildout of the City of Carlsbad
and the entire region.
-45-
--
These City buildout (year 2010) traffic volumes were adjusted for the
differences between the Zone 12, Zone ll and Encinitas SANDAG modeled land uses
and the proposed Zone 12, Zone 11 and Encinitas land uses and subsequent trip
volume generation. The land use and trip generation compari.sons were presented
earlier in the report in Tables 4, 5, 6 and 7.
The model traffic volumes were adjusted by distributing the trip generation
volume differences to the surrounding road system based on the percentages
shown in Figure 13. The results are illustrated on Figures 14 and 15 and
listed on Tables 20 and 21. Appendix B contains the ICU worksheets for the
City buildout conditions. The buildout lane geometrics at the study
intersections can be found in Appendi.:< c.
Results of the the road segment analyses contained in Table 20 indicate that
the road segments on Rancho Santa Fe Road from Melrose Avenue North to La Costa
Meadows Drive and La Costa Meadows Drive to Questhaven Road are projected to
operate at a LOS D with six through lanes. It should be noted that
intersection operations during the AM and PM peak hours are the critical path
for acceptable road operations. The intersections of Rancho Santa Fe/Melrose
North, Rancho Santa Fe/La Costa Meadows, Rancho Santa Fe/Questhaven and Rancho
Santa Fe/Melrose South are projected to operate at acceptable operating
conditions during the AM and PM peak hours with the intersection improvements
outlined in Table 13 for the year 2010·.
The road segments on El Camino Real from La Costa Avenue to Levante Street,
Levante Street to Calle Barcelona and Calle Barcelona to Olivenhain Road will
require an improvement from four to six lanes by the year 2010 to operate at
acceptable conditions. Table 20 contains the initial year the road segments
are projected to operate at unacceptable levels.
As in the previous study years, there is a resultant improvement in traffic
movement when Rancho Santa Fe Road forms a '"T"-Intersec+-..ion into Melrose
Avenue. It becomes very apparent at buildout when there is a possibility,
according to the SANDAG model adjusted volumes, of 1,850 vehicles making a
northbound left turn, from Rancho Santa Fe Road onto Melrose Avenue, during the
AM peak hour. The 1,850 vehicles become northbound through movements if Rancho
Santa Fe Road forms a "T"-Intersection in Melrose Avenue.
As Table 21 indicates, all intersections are projected to operate at acceptable
levels with the improvements outlined in Table 13. The "Heavy Demand"
procedure of intersection analysis was utilized for the intersections of El
Camino Real & La Costa Avenue, Rancho Santa Fe Road & La Costa Avenue and
Rancho Santa Fe Road & Melrose Avenue North (both scenarios).
SUMMARY
This study has reviewed traffic factors related to the Local Facilities•
Management Plan for Zone 12. Existing conditions have been quantified and
projections made for conditions in the years 1990, 1995 and 2COO using a
compounded three percent growth rate of the existing volumes for road segments
and Zone 12, Zone 11 and projects adjacent to Olivenhain Road in the City of
Encinitas.
-46-
Table 20
CITY BUILDOUT (2010) EXISTING+ IMPROVED ROAD SEGMENTS
Zone 12
VOLUME/
CAPACITY
VOLUME/ DAILY(l) RATio+
CAPACITY CAPACITY LOs(2)
DAILY DAILY(l) RATIO+ YITH TJITH
LOCATION VOLUME CAPACITY Losill IMPROV. IMPROV. ---
El Camino Real:
La Costa to Levante 50,400 44,450 l.13/F 66,670 0.76/C
Levante to
Calle Barcelona 44,400 44,450 0.99/E 66,670 0.67/B
Calle Barcelona to
Olivenhain 45,600 44,450 l.03/F 66,670 0.68/B
Rancho Santa Fe Road:
Melrose North to
La Costa Meadows 57,600 66,670 0.86/D
La Costa Meadows to
Questhaven 55,600 66,670 0.83/D
Questhaven to
Melrose South 52,800 66,670 0.79/C
Melrose South to
La Costa 48,500 66,670 0.72/C
La Costa to
Calle De Fuente 45,400 66,670 0.68/B
Calle De Fuente to
Calle Barcelona 46,700 66,670 0.70/B
Calle Barcelona to
Olivenhain 35,200 66,670 0.52/A
Olivenhain Road:
El Camino to
Rancho Santa Fe 33,800 66,670 0.51/A
Calle Barcelona:
Yest of El Camino 14,600 33,340 0.43/A
Yest of Rancho
Santa Fe 9,900 33,340 0.30/A
(1). Based upon LOS E
(2) LOS -Level of Service
-47-
IMPRC
YEAR
20(
20(
20(
-
-
-
-
Table 21
CITI BUILDOUT (2010) CONDITIONS -INTERSECTIONS
Zone 12
INTERSECTIObl
Rancho Santa Fe Rd. & Melrose Ave. Norch(2)
Rancho Santa Fe Rd. & Melrose Ave. Nor-::hC 3)
Rancho Santa Fe Rd. & La Costa Meadows Drive
Rancho Santa Fe Rd. & Queschaven Road
Rancho Santa Fe Rd. & Melrose Ave. South
Rancho Santa Fe Rd. & La Cosca Ave.
Rancho Santa -Fe Rd. & Calle De Fuente
Rancho Santa Fe Rd. & Calle Barcelona
Rancho Santa Fe Rd. & Olivenhain Rd.
El Camino Real & La Costa Avenue
El Camino Real & Levante Sc.
El Camino Real & Calle Barcelona
El Camino Real & Olivenhain Rd.
(1) ICU -Intersection Capacity Utilization
LOS -Level of Service
ICU /LOS.ill ---AM Peak PM Peak
0. 80/C O. 85/D
0.80/C 0.83/D
0.77/C 0.74/C
0.76/C 0.87/D
0.58/A 0.69/B
0.50/A 0.86/D
0.47/A 0.71/C
0.45/A 0.75/C
0.70/B 0.84/D
0.89/D 0.80/C
0.74/C 0.85/D
0.89/D 0.81/D
0.86/D 0.69/B
(2) Melrose Avenue north extension forming a wT"-Incerseccion into Rancho
Santa Fe Road.
(3) Rancho Santa Fe Rd. north extension forming a "T"-Intersection into
Melrose Avenue.
~ 10%
LEGEND
= EXISTING
= PROPOSED
15% = DISTRIBUTION PERCENTAGES
LEVAN1£
ST.
CALLE BARCELONA
ZONE 12 L _____ _/-
LEUCADIA BL \JD. ~ 10% 20% OLIVENHAIN RD.
l
CITY OF
ENCINITAS
VJ .-/
ZONE 11
No Scale
ZONE 11
CALLE
DE FUEN1£
YEAR 2010 DIRECTIONAL DISTRIBUTION
I .i:,.
F lJre 13'f'
)
LEGEND
e = CRITICAL ROAD SEGMENT
50,400 = EXIST. DAILY VOLUMES
( 0. 76) = DAILY VOL. /CAPACITY RA TIO
C = LEVEL OF SERVICE
di LA
tQ :-I 55,600
(0.83)
D
)
No Scale
ZONE 11
LEVANTE
ST.
OLIVENHAIN RD.
33,800
(0.51)
A
4 I
(0.7
00 B
52}
CITY OF ENCINITAS
. 79)
C
ZONE 11
CALLE
DE FUENTE
YEAR 2010 ROAD SEGMENT CONDITIONS
Weston Prinole & Associates
I
Ol 0
Figure 14
LEGEND
0 = CRITICAL INTERSECTION
0.45/0.75 = AM/PM PEAK VOLUME
CAPACITY RA TIO
A = LEVEL OF SERVICE
._J w
0.89/0.80
D C
LEVANlE
ST.
CAUE BARCELONA
0.46/0.74 Lzo~ _,_:_~ _;-
ouVEHHAIN 0. 70/0.84
B D
CITY OF ENCINITAS
No Scale
0.80/0.83
D D ·
(/) 0.77/0.74 _-, C C
0.76/0.87
ZONE 11 c D
CALLE
0.58/0.69 A B
ZONE 11
DE FUENTE
YEAR 2010 INTERSECTION CONDITIONS
I
) F, Jre 15~
. -·
.-
The trip distribution for the entire study is based upon past zone studies,
arterial phasing assumptions both within and outside the City of Carlsbad,
proximity to the I-5 Freeway, location of trip attractors and type of land
use. Internal trips were also accounted for. Estimated traffic from Zone 12,
Zone 11 and the two projects in the City of Encinitas has been combined with
existing, year 1990, 1995 and 2000 traffic. volumes to simulate conditions with
the development of Zone 12. The analyses also assumed that road road segment
need will be determined by segment failure due to increases in traffic
volumes. Road ways currently not existing are not presumed to be constructed
until there is a failure to a fully constructed (built to classified standards)
existing road segment that will carry vehicles travelling in the same direction
or unless there is a specified funding source or other plan for development
which guarantees the construction of those facilities at a specific date. All
new road ways were assumed to be two lane arterials. Alga Road extended north
to Poinsettia Lane and Poinsettia Lane extended to the I-5 Freeway is assumed
to be completed in 1990. The Leucadia Boulevard extension between El Camino
Real and I-5 is assumed to be completed in 1995.
The Carlsbad Transportation Model volumes, prepared by SANDAG, for the AM and
PM peak hour and daily conditions were adjusted for differences between the
proposed land uses in Zone 12; Zone 11; and the two areas within the City of
Encinitas, with those assumed in the model. These volumes were used to
identify improvement needs at buildout of the City of Carlsbad .
The intersection of La Costa Avenue and the I-5 Freeway Southbound Ramps are
currently operating under unacceptable conditions during the AM and PM peak
hours. An additional westbound left turn lane will improve the intersection
operations to acceptable conditions. As vehicles utilize the Alga/Poinsettia
and I-5 connection, the additional left turn lane is not necessary for
acceptable operating conditions in 1990.
All other intersections are currently operating and will operate under
acceptable conditions during the entire study period. The "Heavy Demand
Procedure" of intersection analysis was utilized at the intersections of Rancho
Santa Fe Road & La Costa Avenue ( 1995, 2000, & 2010), El Camino Real & La
Costa Avenue (2010), Rancho Santa Fe Road & Calle De Fuente (2000), Rancho
Santa Fe Road & Olivenhain Road (2000) and Rancho Santa Fe Road & Melrose
Avenue North (both scenarios in the year 2010).
The three road segments of Rancho Santa Fe Road from Melrose Avenue North to La
Costa Avenue, the road segment of La Costa Avenue between El Camino Real & I-5
and the road segment of Olivenhain Road, between El Camino Real & Rancho Santa
Fe Road, are currently operating under unacceptable conditions. Improving
these road segments from two to four through lanes will bring them to
acceptable operating standards.
If the improvements are made to the road segments that are currently operating
under unacceptable conditions, no improvments are necessary in 1990. The
intersection of La Costa Avenue and the I-5 Southbound Ramps will operate under
acceptable conditions with or without the additional westbound left turn lane
proposed to mitigate the existing unacceptable condition.
-52-
The five road segments of Rancho Santa Fe Road from Melrose Avenue North to
Calle De Fuente and the road segment of Olivenhain Road, between El Camino Real
and Rancho Santa Fe Road, will require an improvement from four to six through
lanes by 1995.
In 1994, the last year of development for Zone 12, Zone 12 vehicle trips
account for approximately 18 percent daily, 17 percent AM peak hour and 12
percent PM peak hour of the combined traffic of Zone 12, Zone 11 and the two
areas within the City of Encinitas. The percentages drop as development occurs
in Zone 11 between 1995 to 1999.
The three road segments of Rancho Santa Fe Road from La Costa Avenue to
Olivenhain Road will operate under unacceptable conditions, with six through
lanes, at 1995 and 2000. The intersections on Rancho Santa Fe Road however,
will operate at acceptable levels during the AM and PM peak hours. Also, the
road segments will operate at acceptable conditions at 2010 according to the
adjusted Carlsbad Transportaticn Model. This is because the model analyzes the
road system and land uses as a completed system. Thus taking into
consideration diversion of trips.
The intersection of Melrose Avenue North extension and Rancho Santa Fe Road was
analyzed each study year, including existing conditions, examining which road
should form a "T"-Intersection into the other one. The preferred alternative
is to have Rancho Santa Fe Road form a "T"-Intersection into Melrose Avenue.
-53-
----
APPENDIX A
EXPLANATION OF INTERSECTION CAPACITY UTILIZATION
AND
LEVEL OF SERVICE
APPENDIX A
EXPLANATION OF INTERSECTION CAPACITY UTILIZATION
The capacity of a strt!t!t is nearly alwi.lys grci.1ter betwci!n intl!rsections and less
at intersections. The redson for this is that the tr.iffic flows continuously
beb,~tn ·intersections and only p"rt of the time 11t intt!rs~ctions. Ta study
intersection capacity. a technique known as I11ttrsection Caµacity Utilization
(lCU) has been d~veloped. ICU analysis consists of (a) determiuin~ the pro-
portion of siynul time: needtd to serve ei.1ch conflicting 1110vcment; {b) su11111ing
the times for the movements; and (c) co111pc.1ring the total time r1:quired to the:
tinu:: avaiL:ible. For ex,rn1ple 1 if for north-south trilffic the northbound tr,dfic
is l,CJOO vchiclc:i per hour. thc~Lhuou11d tr"'ffic is 800 vi.:hiclcs per hour, .:ind
the caµuc,ity of either approach is 2,000 vehicles µer hour of 9ret11, th~n the
northbound traffic is criticill and requires 1.000/2.000 or 50 perct:nt of tht:
s19nal time. If for the eilst-west traffic. 40 p«!rc:ent of tht: sign'1l time is
requjred, then it c~n be seen that LJ1e lCU is 50 plus 40. or 90 pt:rcent. When
11.:ft-turn µhuses ~xist. they arl! incorµorated into the c1nc:alysis. As lCU's
a~proc:ach 100 µercent, the qudlity of truffic ~~rvice approc:aches Level of s~rvice
(LOS} £, c:as d~ f i ntd in the Hi yhw.1y Cc.1p.:ac ity M,rnu.i l I Sµ4.!c i Ii 1 Report 87 • H ighw.iy
l<i.:$curch U04rd. 1965. ·.
L~vel of Service is used to describe quality of traffic flow. Lt!vels of Servic~
A tu C oper~te quite well. Level of Service Dis typically the Level of Service
fur .,,hich an urban street is desi9n1::d. Lt:vel of Service E is the 111.:.i.ximum volume
facility can accommoddte and will result in possible stoppages of momentary
.Juriltion. Level of Service F occurs when a facility is ovt!rlo'-'dt:d and is
chur·.:actt!riZc:d by stop-and-go triiffic with stoppu':JCS of long dur..ition. A des-
cription of the v11rious levels of service ilppears on the followiny page.
Th~ ICU calculations assume thi.1t an intersection is signill izt!d and thcH the
~i~n11l is ideally timed. Although calculating ICU for an unsignalizt!d inter•
~c:cc.ion is not valid, the presum~tion is th.1t a signal can tJ~ inst.illed ,111d the:
calculation shows whether the gt:ometrics are capc1ble of acco1111110J.iting the ex-
µcc tcd vu l u111~s. It is pass i bl t! to huvc ,rn lCU wcl I below l. 0, yet have seveft!
tr11ffic congestion. This would occ1.1r bec..ausc one or nwre movemt:nts is not
get c i ng eoouyh time to satisfy its demand with excess time existing on other
11,oves.
Capacity is often de:fined in tenns of roadway width. However, standard lanes
h~ve cpproximutely the siime capucity whether tht:y are 11 foot or 14 foot lanes.
Our dat~ indicates a typical l~ne, whether a through lane or left-turn lan~ has
c ciipcicity of ctpproximat~ly 1600 vthicles per Line per hour of green time. The
_t-ti<Jhway Capacit1...l1!:!,nual found cap'1city to be aboLit 1500 v~hicles per lJnc p~r
riour of grei:n for throuyh lilnes and 1200 v~hicl&!S per lane per hour of green
fur left-turn lc:mes. However. thu CilfJJCity 111t.1nu&.1l is b.iscu on pre•l965 d.Jto,
~mJ r1.:c1.:nt ~tudics umJ obsurvutions show hi~hcr CllP'1Citic:s in the southern
C111 i fornio careia. For ttiis · study a capJci ty of 1600 vehich:s µer lam: h'1S b&::en
e1~!;u111cd for through traffic. and 1600 v~hicles µ~r 14ne for turning l,mes.
APPENDIX A
LEVEL OF SCRV1CE OESCRlPTIONS
Level of .
Service
,--
-
A Low volumes; high speeds; sµeed not restrict~d
by other vehicles; all signal cycles cleor with
no vehicles waiting through more than one signal
cycle.
B 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 mare than one signal cycle
during peak traffic periods.
C Opera.ting speeds and maneuverability closely
controlled by other traffic~ between 11 and
30 percent of the signal cycl~s have one or
more vehicles which wait through mare than
one signal cyc1e during peak traffic periods;
recomaendt!d ideal design standard.
0 Tolerable operating sp~eds; 31 ~o 70 percent
of the signal cycles have one or more vehicles
which wait through more than one signal cycle
during peak traffic periods; oft~n used as
design standard in urban areas.
E Capacity; th~ maximum troffic volumes an inter-
section ccsn acconu110<ldtt!; restricted sp~eds; 71
to 100 percent of the signal cycles h~ve one
or more vehicles which wait through more thdn
one signal cycle duriny peak traffic periods.
F Long queues of tr~ffic; un$tuble flOWi stop-
pages of long duration; traffic volume and
traffic speed can drop to zero~ traffic
volume wi11 be less than the volume which
occurs at Level of Service E.
(a) ICU (Intersection Capacity Utilization) at various Levels
of s~rvi-c;e versus Level of Service E for urban arterial
str~ets.
Nominal Ran~e Of ICU (a
0.00 -0.60
0.61 -0.70
0.71 -0.80
0.81 -0.90
a. 91 -i.oo
~at meaningful .
APPENDIX B
!CU WORKSHEETS
: ~mv~.: ~~ fEAY ~CUf
1~:m:::::Ck; ~A~:h: s~ut~ F: 11m l llUJSc AV:'.NUc NOfllh lrOfl~: il ·r· • rn,r:F.:::TIOhl
: : ···········lirnNm !CS·············>;: 1 ••••••••••• TRAFFIC VOLUl!ES···················,: :,--··················---------voLU1ttlCAfACI Tl' ~~ i 105-----·----------------·-------···-----·----·-····· , : :
!'. :. --------IP!PitO\:E~tt:TS--·----~:: :f--•!99~---):<.·-199!···-1:{•·2001•--.. ~i :: 1: :1990 :: ''Y95 :: ·?<,OC II ·'>('•(• :: , , : :m-: . : " :n:Ar: : TONE ! im :lOh: :mfl :ZOht :YtA' " :ms: : :t~,,:: : 1m :• !ONE!: 1m : ,~,: ;; m::::20011 :iuvo :: zaN:: :2010 :Sf.GYTH : :
::wir:-.Ec:::::m::199.' :1m :?m :2000 :2m ::mst:im !12 :!99~ ::~ :2~ac, :1i :1::i:.:. ··w<r :~,m ::6r.~rn; :, ION: :-1111F ::m.1~. :, :nt.: :~,m ::&Rom;+ ZONE :-tlP.F ::Ggo,;n: :~.,,,., ::
--~:;£5:.~ANES!L~m:~Ali::":i!~ANES!LA~:s:: VG.: VOL: VOL: vc. vo_: vc~, VOL: vc. ",,;: , rn :: \.': : VIC : VIC :: V.'C : VIC : VIC :: V/C : VIC : VIC :; V/C : 'IIC :;
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[L :: I :: I I I ~ :: 228 250 0 290 0 ]40 20 500 ::o.u :1:0.14 :1:0.,L :1:C.16 :1:0.16 :1:0.IB :1:c.:E :1:~.18 :1:0.21 :1:0.:J :1:c.:J :1:u.ll :1:u.H ;1::
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I, WP,, c .. c: o: o: o: o:: 01 (I O o. C O C1 : o,, :1 :: ,. :: :: :: :: :: II :: :: ;::
~~RIH/S~UT~ CRITICAL SUIIS. :iu2 :,.62 ::o.H :o.67 :u.67 ::~.7l :1.01 :c.5t ;:O.BC :1.22 :u1 ::1.11 :0.67 1:
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£ASl/.e51 CRITICAL SUIIS • ::o.14 :0.14 110.1, :0.1, :o.,~ ::0.1& :u.1a :o.1s ::0.21 :o.2l :0.21 ::u.l1 :o.u :: : , .......... ; ------1 :-----· ;-•----·: ·-----: :----... ·-~ .............. j---·--: :··-·---:-------:------: :---·•--:••····-! :
t. = hORTHBOUK~, f • SOUTHBOUND £ = maouND, • = -r5TBOUNO
: :o.os :c,.05 no.~5 :o.o:; :o.o5 : :0.05 :o.o5 :o.os : :o.o5 :o.o5 :o.o~ : a .. o~ :o.o5 : :
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::t.BI :C.8! 110.S~ :o.as :c.ea ::~.96 :LlO :c.79 ::t.10 !L5t :0.89 ::2.:] :C.6t. :: L • LEFI l l = TH~De6H, f. • ~16HT U. = N~I ~ISNA~i?ED
LC: = LEVE~ OF smm
1 mms :m1cA. IIOVEP.ENTS
FROJECT: CARLS BA~ LOCAL FACILITY IIAhAEEIIENT PLAN
!ONE: 12
. IHIERVAL: Pit PEAK HOUli
LOS
11m:mc1:ot.: UNCHO SANTA FE ROAD l 11£LROSE AVENUE NDRTH IFOflllS A ·1· • INTER5EmONI
ii D ii D O ;: C :: F D :: f D n
,--EIISllh6--) (------YEAR 1m-----) (------YEAR 1995-----) (------Ym 2000-----) l-·YEAR 20111··)
-----------6£0/lrnllCS·------·-----)::, -----------Tf;Aff ![ \'Li/11£5-------------------: : : -----------------------------VflLUlli /(APA(] 1Y RAJ JnS-------------------------------------------------->, :
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December 6, 1989
Ms. Lisa Thomas
Hof.nan Planning Associates
2386 Faraday Avenue Suite 120
Carlsbad, CA 92008
Dear Lisa:
T::-ansmitted he:-ewith is Addendum #l for the Zone 12 T::a:f::.= Study preparea. lil
ac::ordance with th.e City of Carlsbad guidelines for s,repar:."l.c; r..ocal :'a~.lit:.es
-Management Plans. This addendum cont.ains analyses of the i:oad sy~m -it..'lout
:he r.eucaciia Boulevard extension. between the Interstate 5 Freeway and El
Camino Real; and t.ake Avenue, bet-..,een La Costa Avenue and E:nci.'lltas Soule•1ard. ·
EXISTING CONDITIONS
As · in t.":.e initial Zone 12 Tra:ff:.c Study, f:.,,e road segments are ope:-a.ting under
unacceptable conditions. Table l displays the C'oad segments volume/capacity
rate and LOS if improvements are made to the road segments. Table 2 dis1;lays
the existing conditions of the intersections within the st~dy area :.iith the
lane geometr.c:s provided on Table 3. As in the initial Zone 12 stud1, t.1le
interse~..ion of La Costa Avenue & I-5 Southbound Ramps is currently operating
under unacceptable conditions.
1990 Conditions
Table 3 shows that all road segments will operate under acceptable conditions
if t.'le ·improvements are made as described in Tables l and 3. Table 4 shows
that all intersections are projected to operate at acceptable conditions in
1990 with the lane geometrics provided on Table 6. The intersection of La
Costa Avenue & l-5 Southbound Ramps is projected to operate acceptably because
of a decrease in traffic projec+'J!d to occur as a result of the use of the
newly constructed Alga Road/Poinsettia Lane e.uen.sion to I-5.
_ Both the Existing and 1990 projected conditions for Addemdum #l are the same as
in t.lie initial Zone 12 Traffic Study because Leucadia Boulevard was not assumed
constructed until 1995. Thus it did not divert traffic until 1995 through
buildout.
Table l
EXISTING CONDITIONS -ROAD SEGMENTS
Zone 12 Addendum
VOLUME/
CAPACITY
-DAILY DAILY(l) RATIO+
LOCATION VOLUME CAPACITY tosill
El Camino Real:
La Costa to Levante 24,2000) 44,450 0.54/A
Levante to Olivenhain 24,200(3) 44,450 0. 54/A
Rancho Santa Fe Road:
Melrose North to
La Costa Meadows 21,200<3> 22,230 0.95/E
La Costa Meadows to
Questhaven 21,200<3> 22,230 0.95/E
Questhaven to
La Costa 1s,3oo<3> 22,230 0.82/D
La Costa to
Calle De Fuente 19,700(4 ) 44,450 0.44/A
Calle De Fuente to
Calle Barcelona 19,700<4 > 66,670 0. 30/A
Calle Barcelona to
0livenhain 19,700<4 > 66,670 0.30/A
Olivenhain Road:
El Camino to
Rancho Santa Fe 19,soo<s> 22,230 0.88/D
La Costa Avenue:
El Camino to
I-5 Freeway 34 300(3) ' 22,230 1. 54/F
(1) Based upon LOSE
(2) LOS -Level of Service
(3) 1989 counts conducted by the City of Carlsbad
(4) 1986 counts compiled by SANDAG compounded yearly
1989 projections.
(5) 1989 count conducted by Traffic Counts Inc. at the
Pringle and Associates.
VOLUME/
CAPACITY
DAILY(l) RATio+
CAPACITY Los<2 >
1ilITH WITH
IMPROV. IMPROV.
44,450 0.48/A
44,450 0.48/A
44,450 0.41/A -
44,450 0.44/A
44,450 0. 77/C
at three percent for
request of w'eston
Table 2
EXISTING CONDITIONS -INTERSECTIONS
Zone 12 Addendum
INTERSECTION
Rancho Sanca Fe Rd. & Melrose Ave. North(3)
Rancho Sanca Fe Rd. & Melrose Ave. Norch(4)
Rancho Santa Fe Rd. & La Cosca Meadows Drive
Rancho Santa Fe Rd. & Questhaven Road
Rancho Santa Fe Rd. & Melrose Ave. South(2)
Rancho Sanca Fe Rd. & La Costa Ave.
Rancho Sanca Fe Rd. & Calle De Fuence
Rancho Sanca Fe Rd. & Calle Barcelona
Rancho Santa Fe Rd. & Olivenhain Rd.
El Camino Real & La Costa Avenue
El Camino Real & Levance Sc.
El Camino Real & Calle BarcelonaC2)
El Camino Real & Olivenhain Rd.
La Cosca Avenue & I-5 Norchbound Ramps
La Cosca Avenue & I-5 Southbound Ramps
(1) ICU -Intersection Capacity Utilization
LOS -Level of Service
(2) Intersection not existing at this time.
ICU/LOSfil __
AM Peak PM Peak
0.81/D 0.77/C
0.81/0 0.68/B
0.74/C 0.67/B
0.67/B 0.72/C
NA NA
0.53/A 0.56/A
0.26/A 0.26/A
0.28/A 0.30/A
0.49/A 0.47/A
0.75/C
0.33/A
NA
0.56/A
0. 71/C
0.94/E
0.69/B
0.51/A
NA
0.75/C
0.61/8
0.91/E
(3) Melrose Avenue north excension forming a "T"-Intersec.t:ion into Rancho
Santa Fe Road.
(4) Rancho Sanca Fe Rd. norch extension forming a "T"-Intersection into
Melrose Avenue.
INTERSECTION NL
Rancho Santa Fe Rd. &.
Melrose Ave. North(l) l
Rancho Santa Fe Rd. &
Melrose Ave. North(2) 0
Rancho Santa Fe Rd. &
La Costa Meadows Dr. 0
Rancho Santa Fe Rd. &
Questhaven Rd. 0
Rancho Santa Fe Rd. &.
Melrose Ave. South*
Rancho Santa Fe Rd. &
La Costa Ave. 1
Rancho Santa Fe Rd. &.
Calle De Fuente 0
Rancho Santa Fe Rd. &.
Calle Barcelona 1
Rancho Santa Fe Rd. &.
Olivenhain Rd. 1
El Camino Real &.
La Costa Ave. 2
Table 3
EXISTING -INTERSECTION GEOMETRICS
Zone 12 Addendum
NT NR SL ST SR EL
1 0 0 1 FREE l
1 1 1 1 0 0
1 1 1 1 0 0
1 1 l 1 0 0
2 0 1 2 0 1
3 0 1 3 0 0
3 0 1 3 0 0
2 0 1 2 1 0
3 1 2 3 1 2
ET ER \.IL \.IT \JR
0 1 0 0 0
0 0 1 0 FREE
0 0 1 0 1
0 0 0 1 0
2 0 1 2 0
0 0 1 0 1
0 0 1 0 1
1 0 0 1 1
2 1 1 1 1
INTERSECTION NL
El Camino Real &
Levante St. 0
El Camino Real &
Calle Barcelona*
El Camino Real &
Olivenhain Rd. 0
La Costa Avenue &
Table 3 (cont. ')
EXISTING -INTERSECTION GEOMETRICS
Zone 12 Addendum
NT NR SL ST SR EL
2 l l 2 0 0
2 l l 2 0 0
ET ER \IL
0 0 1. 5
0 0 1.5
1-5 Northbound Ramps l 0 l 0 0 0 1 l 0 0
La Costa Avenue &
1-5 Southbound Ramps 0 0 0 l 0 l 0 l l 1
* Intersection not existing at this time.
(1) Melrose Ave. north extension forming a •1°-intersection into Rancho Santa Fe Road.
(2) Rancho Santa Fe Road north extension forming a 0 1•-intersection into Melrose Ave.
UT \IR
0 1. 5
0 1.5
l l
1 0
-lp-
Table 4 -~
YEAR 1990 EXISTING+ IMPROVED ROAD SEGMENTS
Zone 12 Addendum
VOLUME/
CAPACITY
VOLUME/ OAILy(l) RATio+
CAPAClTY CAPACITY Los<2)
DAILY DAILY(l) RATIO+ WITH WITH
LOCATION VOLUME CAPACITY LOSill IMPROV. IMPROV. ---
El Camino Real:
La Costa to Levante 27,400 44,450 0.62/A
Levante to
Calle Barcelona 27,300 44,450 0.61/A
Calle Barcelona to
Olivenhain 26,900 44,450 0.61/A
Rancho Santa Fe Road:
Melrose North to
La Costa Meadows 23,300 22,230 1.05/F 44,450 0.52/A
La Cosca Meadows to
Questhaven 23,300 22,230 1.05/F 44,450 0.52/A
Quest:haven to
La Costa 23,400 22,230 1. 05/F 44,450 0.53/A
La Costa to
Calle De Fuente 22,400 44,450 0.50/A
Calle De Fuente to
Calle Barcelona 22,300 66,670 0.33/A
Calle Barcelona to
Olivenhain 22,100 66,670 0.33/A
Olivenhaven Road:
El Camino to
Rancho Santa Fe 22,000 22,230 0.99/E 44,450 0.49/A
Calle Barcelona:
West of El Camino 2,700 33,340 0.08/A
West of Rancho Santa Fe 100 33,340 0.01/A
La Costa Avenue:
El Camino to
I-5 Freeway 29,900 22,230 1.35/F 44,450 0.67/B
(1) Based upon LOS E
(2) LOS -Level of Ser-.rice
,-
Table 5
YEAR 1990 CONDITIONS -INTERSECTIONS
Zone 12 Addendum
INTERSECTION
Rancho Santa Fe Rd. & Melrose Ave. North(3)
Rancho Santa Fe Rd. & Melrose Ave. Norch(4 )
Rancho Santa Fe Rd. & La Costa Meadows Drive
Rancho Santa Fe Rd. & Questhaven Road
Rancho Santa Fe Rd. & Melrose Ave. South(2)
Rancho Santa Fe Rd. & La Cosca Ave.
Rancho Santa Fe Rd. & Calle De Fuente
Rancho Santa Fe Rd. & Calle Barcelona
Rancho Santa Fe Rd. & Olivenhain Rd.
El Camino Real & La Costa Avenue
El Camino Real & Levante St.
El Camino Real & Calle Barcelona
El Camino Real & Olivenhain Rd.
La Costa Avenue & I-5 Northbound Ramps
La Costa Avenue & I-5 Southbound Ramps
(1) ICU -Intersection Capacity Utilization
LOS -Level of Service
(2) Intersection not existing at chis time.
ICU /LOS.ill __
AM Peak PM Peak
0.88/D 0.78/C
0.88/D 0.68/B
0.80/C 0.72/C
0.65/B 0.73/C
NA NA
0.60/A 0.62/B
0.30/A 0.32/A
0.32/A 0.34/A
0.57/A 0.53/A
0.64/B
0.38/A
0.34/A
0.52/A
0.76/C
0.84/0
0.63/B
0. 54/A
0.49/A
0.61/8
0.66/B
0.86/D
(3) Melrose Avenue north extension forming a "T"-Intersection into Rancho
Santa Fe Road.
(4) Rancho Santa Fe Rd. north extension forming a "T"-Incersection into
Melrose Avenue.
Table 6
YEAR 1990 -INTERSECTION GEOMETRICS
Zone 12 Addendum
INTERSECTION NL NT NR SL ST SR EL ET ER WL WT WR
Rancho Santa Fe Rd. &
Melrose Ave. North(l) 1 1 0 0 l FREE 1 0 l 0 0 0
Improvements
Rancho Santa Fe Rd. &
Melrose Ave. North(2) 0 l l l 1 0 0 0 0 1 0 FREE
Improvements
Rancho Santa Fe Rd. &
La Costa Meadows Dr. 0 1 1 1 1 0 0 0 0 1 0 l
Improvements
Rancho Santa Fe Rd. &
Questhaven Rd. 0 1 1 1 1 0 0 0 0 1 0 l
Improvements 1 -1
Rancho Santa Fe Rd. &
Melrose Ave. South*
Improvements
Rancho Santa Fe Rd. &
La Costa Ave. 1 2 0 l 2 0 l 2 0 l 2 0
Improvements
Rancho Santa Fe Rd. &
Calle De Fuente 0 3 0 l 3 0 0 0 0 1 0 1
Improvements
Rancho Santa Fe Rd. &
Calle Barcelona l 3 0 1 3 0 0 0 0 1 0 1
Improvements
R(~
) I I
Table 6 (cont )
YEAR 1990 -INTERSECTION GEOMETRICS
Zone 12 Addendum
INTERSECTION NL NT NR SL ST SR EL ET ER \IL YT YR
Rancho Santa Fe Rd. &
Ollvenhain Rd. 1 2 0 1 2 1 0 1 0 0 1 1
Improvements
El Camino Real &
La Costa Ave. 2 3 1 2 3 1 2 2 2 1 1 1
Improvements
El Camino Real &
Levante St. 0 2 1 1 2 0 0 0 0 1. 5 0 1. 5
lmproyements
El Camino Real &
Calle Barcelona 0 2 0 1 2 0 0 0 0 1 0 1
Improvements 2 1 2 1 l
El Camino Real &
Olivenhain Rd. 0 2 1 1 2 0 0 0 0 2 0 1 Improvements .5 -.5
La Costa Avenue &
1-5 Northbound Ramps l 0 1 0 0 0 1 1 0 0 1 1
Improvements
La Costa Avenue &
1-5 Southbound Ramps 0 0 0 1 0 l 0 l 1 1 1 0
Improvements
* Intersection not existing at this time.
(1) Melrose Ave. north extension forming a •T•-intersection into Rancho Santa Fe Road.
(2) Rancho Santa Fe Road north extension forming a •T•-intersection into Melrose Ave.
* J> I I
1995 Conditions
The primary difference between the initial Zone 12 Traffic Study and this
Addendum is that, as Table 5 shows, the road segments of El Camino Real,
between La Costa Avenue to Lev ante Street and Levante Street to Calle Barcelona
will need to be improved to three lanes in each direction to obtain acceptable
operating conditions. La Costa Avenue, from I-5 to El Camino Real is projected
to require three lanes in each direction to operate acceptably. As in the
inital study, Rancho Santa Fe Road, between La Costa to Calle De Fuente, will
operate under unacceptable conditions with three lanes in each direction.
Table 8 shows that all intersections will operate under acceptable conditions
with the lane geometric improvements shown on Table 9. The "Heavy Demand
Procedure" was utilized at the intersection of Rancho Santa Fe Road/La Costa
Avenue.
2000 Conditions
Table 10 shows that four road segments are projected to operate under
unacceptable conditions with three lanes in each direction. Table 11 shows
that all intersections are projected to operate at acceptable conditions with
the lane geometric improvements shown on Table 12. The "Heavy Demand
Procedure" was utilized at the intersections of Rancho Santa Fe Road at La
Costa Avenue; Calle De Fuente; and Olivenhain Road.
CITY BUILDOUT ANALYSES (YEAR 2010}
Table 13 shows that four road segments are projected to operate under
unacceptable conditions with three lanes in each direction. Table 14 shows
that all intersections are projected to operate at acceptable conditions with
the lane geometric improvements shown on Table 15. The "Heavy Demand
Procedure" was utilized at the intersections of Rancho Santa Fe Road/La Costa
Avenue, Rancho Santa Fe Road/Melrose Avenue North (both scenarios) and El
Camino Real/ La Costa Avenue.
Tables 16 and 17 show
differences, respectively,
Addendum #1.
a brief
between
summary of road segment and intersection
the initial Zone 12 Traffic Study and
--.
Ta.bl~ 7
Zone 12 Addendum
VOLUME/
CAPACITY
VOLtniE/ DAI!.Y(l) RATIO+
CAPACITY CAPAC'.LTY LOs(2)
DAILY DAILY(l) R..<\TIO+ ~TH tJITH
LOCATION VOLUME CAPAC!TI to~(Z) IMPROV. IMPROV.
El Cami:10 Real:
La Costa co Levante 36,200 44,450 0.81/D 66,670 0.54/A
Levanca co
Calle Barcelona 36,200 44,450 0.81/D 66,6i0 0.54/A
Calle Barcelona to
Olivenhain 34,900 44,450 0.79/C
Rancho Sane.a. Fe Road:
Melrose ~or-:h co
La Costa Meadows 43,800 44,450 0.99/E 66,670 0.66/B .-La Cosca Meadows co
Questha.ven 43,800 44,450 0.99/E 66,670 0.66/B
Queschaven to
Melrose South 47,800 44,450 1.08/F 66,670 0. 72/C
Melrose South ~o
La Cosca 47,700 44,450 1.01/F 66,670 0.67/B
La Cos ca co
Calle De Fuente 58,800 44,450 1.32/F 66,670 0.94/E
Calle De Fuente co
Calle Barcelona 55,700 66,670 0.84/D
Calle Barcelona. co
Olivenhain 52,000 66,670 0.78/C
Olivenhain Road:
El Camino co
Rancho Sanca. Fe 40,800 44,450 0.92/E 66,670 0.61/B
Calle Barcelona:
tJesc of El Camino 7,700 33,340 0.23/A
tlesc of Rancho
Sanca. Fe 9,400 33,340 0.28/A
( l) Based upon LOS E
(2) LOS = Level of Service
La Costa Avenue:
El Cami no to
1-5 Freeway 47,200 44,450 1.06/F 66,670 o. 71
Tabla 8
YEAR 1995 CONDITIONS· INTER.SECTIONS
Zone 12 Addendum
INTERSECTION
Rancho Santa Fe Rd. & Melrose Ave. North(2)
Rancho Santa Fe Rd. & Melrose Ave. North(3)
Rancho Santa Fe Rd. & La Costa Meadows Drive
Rancho Santa Fe Rd. &_Questhaven Road
Rancho Santa Fe Rd. & Melrose Ave. South
Rancho Santa Fe Rd. & La Costa Ave.
Rancho Santa Fe Rd. & Calle De Fuente
Rancho Santa Fe Rd. & Calle Barcelona
Rancho Santa Fe Rd. & Olivenhain Rd.
El Camino Real & La Costa Avenue
El Camino Real & Levante St.
El Camino Real & Calle Barcelona
El Camino Real & Olivenhain Rd.
La Costa Avenu1:: & I-5 Northbound Ramps
La Costa Avenue & I-5 Southbound Ramps
(1) ICU -Intersection Capacity Utilization
LOS -Level of Service
ICU/LOS.ill. __
AM Peak PM Peak
0.79/C 0.83/D
0.79/C 0.83/D
0.76/C 0.7S/C
0.61/B 0.74/C
0.60/A 0.76/C
0.51/A 0.90/D
0.54/A 0.81/0
0.69/B 0.81/0
0.72/C 0.85/0
0.66/B 0.88/0
0.51/A 0.65/B
0.58/A 0.79/C
0.58/A 0.77/C
0.81/D 0.77/C
0.62/B 0.72/C
(2) Melrose Avenue north extension forming a "T"·Intersection into Rancho
Santa Fe Road.
(3) Rancho Santa Fe Rd. north extension forming a "T"•Intersection into
Melrose Avenue.
-,i-,ea
INTERSECTION NL
Rancho Santa Fe Rd. &
Melrose Ave. North(l) 1
Improvements
Rancho Santa Fe Rd. &
Melrose Ave. North(2) 0
Improvements
Rancho Santa Fe Rd. &
La Costa Meadows Dr. 0
Improvements
Rancho Santa Fe Rd. &
Questhaven Rd. 0
Improvements
Rancho Santa Fe Rd. &
Melrose Ave. South 0
Improvements
Rancho Santa Fe Rd. &
La Costa Ave. 2
Improvements 1
Rancho Santa Fe Rd. &
Calle De Fuente 0
Improvements
Rancho Santa Fe Rd. &
Calle Barcelona l
Improvements
Table 9
YEAR 1995 -INTERSECTION GEOMETRICS
Zone 12 Addendum
NT NR SL ST SR EL
2 0 0 2 FREE 1
1 1
1 1 1 1 0 0
2 l 1 2 0 0
1 l
2 l l 2 0 0
l l
2 l l 2 0 0
2 l 1 2
3 FREE 2 3 0 2
l FREE 1 l l
3 1 2 3 0 0
l l
3 0 l 3 0 0
ET ER \JL \JT UR
0 1 0 0 0
0 0 2 0 FREE
1
0 0 1 0 1
0 0 1 0 l
0 0 1 0 l
l 1
2 1 2 2 l
1 1 1
0 0 2 0 1
1
0 0 1 0 1
Table 9 (con'
YEAR 1995 -INTERSECTION GEOMETRICS
Zone 12 Addendum
INTERSECTION !!b NT NR SL ST SR EL ET ER IIL
Rancho Santa Fe Rd. &
Ollvenhain Rd. 2 3 0 2 3 l 1 l 0 2
Improvements 1 1 1 1 l 2
El Camino Real &
La Costa Ave. 2 3 1 2 3 1 2 2 1 2
Improvements 1
El Camino Real &
Levante St. 0 2 1 1 2 0 0 0 0 1. 5
Improvements
El Camino Real &
Calle Barcelona* 0 2 0 l 2 0 0 0 0 l
Improvements
El Camino Real &
Olivenhain Rd. 1 3 1 1 3 0 0 0 0 2
Improvements l l 1
* Intersection not existing at this time.
(1) Melrose Ave. north extension forming a •T•-intersection into Rancho Santa Fe Road.
(2) Rancho Santa Fe Road north extension forming a "T"-intersection into Melrose Ave.
j
11T w
1 FREE
FREE
2 1
l
0 1.5
0 l
0 1
LOCATION
El Camino Real:
ta Cos ca t:o Le•rante
Levance co
Calle Barcelona
Calle Barcelona t:o
Olivenhain
Rancho Sanca F'e Road:
Melrose Nort:h co
ta Costa ~eadows
ta Cosca Meadows co
Queschaven
Queschaven co
Melrose South
Melrose Souch co
ta. Cosca
ta. Cosca t:o
Calle De F'uent:e
Calle De Fuente co
Calle Barcelona
Calle Barcelona t:o
Olivenhain
Olivenhain Road:
El Camino co
Rancho Santa. Fe
Calle Barcelona:
~est: of El Camino
~est: of Rancho
Sanca Fe -
( l) Based upon LOS
(2) LOS = Level of
La Costa Avenue:
El Camino to
YEAR 2000 E."<IST!NG + IMPROVED ROAD SEC:1ENTS
Zone 12 Addendum
VOLUME/ DAILY(l)
CAPACITY CAPACirl
DAILY DAILY(l) RATIO+ ~TH
VOLUME CAPACITY LOs(2) IMPROV.
41,600 66,670 0.62/8
41,600 66,670 0.62/8
39,700 44,450 0.89/0 60,670
so, 100 66,670 0.75/C
50,100 .66, 670 0.75/C
50,100 66,670 0.75/C
51,500 66 ,.670 0. 77 /C
65,500 66,670 0.98/E
62,400 66,670 0.94/E
59,100 66,670 0.89/E
49,700 66,670 0.75/C
7 ,-800 33,340 0.23/A
10,000 33,340 0.30/A
E
Service
C'~ """ e:r ~-,n "" ""'1 ,,.._
VOLUME/
CAPACITY
RATIO+
LOs<2)
~TH IMP!
IMPROV. YE.
0.60/A
Table 11
YEAR 2000 CONDITIONS -INTERSECTIONS
Zone 12 Adaendum
INTERSECTION
Rancho Santa Fe Rd. & Melrose Ave. Nor~h(2 )
Rancho Santa Fe Rd. & Melrose Ave. North<3)
Rancho Santa Fe Rd. & La Cosca Meadows Drive
Rancho Santa Fe Rd. & Questhaven Road
Rancho Santa Fe Rd. & Melrose Ave. South
Rancho Santa Fe Rd. & La Cosca Ave.
Rancho Santa Fe Rd. & Calle De Fuente
Rancho Santa Fe Rd. & Calle Barcelona
Rancho Santa Fe Rd. & Olivenhain Rd.
El Camino Real & La Costa Avenue
El Camino Real & Levant:e Sc.
El Camino Real & Calle Barcelona
El Camino Real & Olivenhain Rd.
La Costa Avenue & r-5 Northbound Ramps
La Costa Avenue & I-5 Southbound Ramps
(1) ICU• Intersection Capacity Utilization
LOS• Level of Service
ICU/Losill __
AM Peak PM Peak
0.89/D 0.87/D
0.49/A 0.87/D
0.71/C 0.64/B
0.53/A 0.63/B
0.51/A 0.79/C
0.61/B 0.87/0
0.59/A 0.74/C
0.65/B 0.85/0
0.70/B 0.82/D
0.64/B 0.83/0
0.55/A 0.72/C
0.62/8 0.85/0
0.64/8 0.86/D
0.54/0 0.81/0
0.71/C 0.82/0
(2) Melrose Avenue north extension forming a "T"-Intersection into Rancho
Santa Fe Road.
(3) Rancho Santa Fe Rd. north extension · forming a "T" -Incersec t:ion into
Melrose Avenue.
INTERSECTION NL
Rancho Santa Fe Rd. &
Melrose Ave. North(l) 2
Improvements 1
Rancho Santa Fe Rd. &
Melrose Ave. North(2) 0
Improvements
Rancho Santa Fe Rd. &
La Costa Meadows Dr. 0
Improvements
Rancho Santa Fe Rd. &
Questhaven Rd. 0
Improvements
Rancho Santa Fe Rd. &
Melrose Ave. South 0
Improvements
Rancho Santa Fe Rd. &
La Costa Ave. 2
Improvements
Rancho Santa Fe Rd. &.
Calle De Fuente 0
Improvements
Rancho Santa Fe Rd. &.
Calle Barcelona 1
Improvements
Table 1:
YEAR 2000 -INTERSECTION GEOMETRICS
Zone 12 Addendum
NT NR SL ST SR EL
2 0 0 2 FREE l
2 l 1 2 0 0
1 l
3 l l 3 0 0
1 l
3 l l 3 0 0
1 l
3 l l 3 0 0
1 l
3 FREE 2 3 0 2
3 1 2 3 0 0
3 0 1 3 0 0
ET ER \.IL YT WR
0 1 0 0 0
0 0 2 0 FREE
0 0 l 0 1
0 0 1 0 1
0 0 1 0 1
-
2 1 2 2 1
0 0 2 0 1
0 0 1 0 1
J'ji
I l
INTERSECTION NL
Rancho Santa Fe Rd. &
Olivenhain Rd. 2
Improvements
El Camino Real &
La Costa Ave. 2
Improvements
El Camino Real &
Levante St. 0
Improvements
El Camino Real &
Calle Barcelona* 0
Improvements
El Camino Real &
Olivenhain Rd. 1
Improvements
Table 12 (con
YEAR 2000 -INTERSECTION GEOMETRICS
Zone 12 Addendum
NT NR SL ST SR EL
l 0 2 l l l
l l 2 3 l 2
2 l l 2 0 0
2 0 l 2 0 0
l 1 2 l 0 0
* Intersection not existing at this time.
ET ER UL
l 0 2
2 1 2
0 0 1. 5
0 0 1
0 0 2
(1) Melrose Ave. north extension forming a "T"-intersection into Rancho Santa Fe Road.
(2) Rancho Santa Fe Road north extension forming a •r•-intersection into Melrose Ave.
) .
WT UR
1 FREE
2 l
0 1.5
0 l
0 1
}
--
.. CITY BUILOOUT ( 2010) E:\ISTI~C ~ [~P?..O'lt!:l a.CAO S EC:i~lTS
Zone 12 Addendum
VOUJME/
CAl'ACITY
VOLL'ME/ DAILY(l) RATIO+
CAl'ACIT"l CAl'.,CITY LOs(Z)
DAILY DAILY(l) RATIO+ ~TH ~TH
LOCATION VOLUME CAPACITY tos<2 ) _ L'fi'ROV. IMPROV.
El Camino Rea!.:
La. Cos ca co te,,ance 58,700 66,670 J.88/0
te,ranc:e co
Calle Barcelona 50,700 66,670 0.76/C
Ca.lle'Barcelona co
Oli~.renha.in 45,100 66,670 0.68/8
Rancho Sanca Fe Road:
Melrose Yorch co
La Cosca Meadows 58,600 66,670 0.38/0
La. Cosca Meadows co
Queschaven 56,600 66,670 0.85/0
Queschaven co
Melrose Souch 52,800 66,670 0.79/C
Melrose Souch co
La Cosca 49,500 66,670 0.74/C
La Cosca co
Calle De Fuence 43,400 66,670 0.65/8
Calle De Fuence co
Calle Barcelona 44,400 66,670 0.67/8
Calle Barcelona co
Olivenhain 31,800 66,670 0.48/A
Olivenhain Road:
El Camino co
R.ancho Sanca Fe 27,600 66,670 0 .41/ A.
Calle Barcelona:
t;lesc of El Camino 14,600 33,340 0.43/A
t;lesc of Rancho
Sanca Fe 9,900 33,340 0. 30/A
( l} Based upon LOSE (2) LOS = Level of Service
La Costa Avenue:
El Cami no to
I-5 Free•Nay 59,200 66,670 0.89/0
Table 14
CITY BUILDOUT (2010) CONDITIONS -INTERSECTIONS
Zone 12 Addendum
ICU/LOS.ill.
INTERSECTION
Rancho Sanca Fe Rd. & Melrose Ave. NormC2)
Rancho Sant:a Fe R.d. & Melrose Ave. North(3)
Rancho Sanca Fe Rd. & La Costa Meadows Drive
Rancho Santa Fe Rd. & Questhaven Road
Rancho Sant:a Fe Rd. & Melrose Ave. South
Rancho Santa Fe Rd. & La Costa Ave.
Rancho Santa Fe Rd. & Calle De Fuent:e
Rancho Santa Fe Rd. & Calle Barcelona
Rancho Santa Fe Rd. & Olivenhain Rd.
El Camino Real & La Costa Avenue
El Camino Real & Levante Sc.
El Camino Real & Calle Barcelona
El Camino Real & Olivenhain Rd.
La Costa Avenue & I-5 Northbound Ramps
La Costa Avenue & I-5 Southbound Ramps
(1) ICU -Intersection Capacity Utilization
LOS -Level of Service
AM Peak PM Peak
0.75/C 0.72/C
0.83/0 0.82/0
0.80/C 0.75/C
0.66/B 0.80/C
0.59/A 0.75/C
0.69/B 0.88/0
0.42/A 0.76/C
0.54/A 0. 77 IC
0.70/8 0.78/C
0.84/0 0.87/0
0.88/D 0.86/D
0.79/C 0.83/0
0.52/A 0.64/8
0.74/C 0.81/D
0.56/A 0.78/C
(2) Melrose Avenue north extension forming a nT"-Intersect:ion into Rancho
Santa Fe Road.
(3) Rancho Santa Fe Rd. north extension forming a "T"-Intersecti~n into
Melrose Avenue.
INTERSECTION
Rancho Santa Fe Rd. &
Melrose Ave. North Cl)
Improvements
Rancho Santa Fe Rd. &
Melrose Ave. North(2)
Improvements
Rancho Santa Fe Rd. &
La Costa Meadows Dr.
Improvements
Rancho Santa Fe Rd. &
Questhaven Rd.
Improvements
Rancho Santa Fe Rd. &
Melrose Ave. South
Improvements
Rancho Santa Fe Rd. &
La Costa Ave.
Improvements
Rancho Santa Fe Rd. &
Calle De Fuente
Improvements
Rancho Santa Fe Rd. &
Calle Barcelona
Improvements
Table 15
CITY BUILDOUT (2010) -INTERSECTION GEOMETRICS
Zone 12 Addendum
NL NT NR SL ST SR EL ET
3 l 0 0 l FREE 2 0
1 1 1 1
0 3 1 2 3 0 0 0
1 1 1
0 3 1 1 3 0 0 0
0 3 1 2 3 0 0 0
1
0 3 1 l 3 0 0 0
2 3 FREE 2 3 1 2 2
l
0 3 l 2 3 0 0 0
1 3 0 1 3 1 0 0
l
ER UL WT \.1R
2 0 0 0
1
0 2 0 FREE
0 1 0 1
0 2 0 FREE
l FREE
0 l 0 l
0 2 4 1
-1 2
0 2 0 1
0 1 0 1
Table 15 (con
CITY BUILDOUT (2010) -INTERSECTION GEOMETRICS
Zone 12 Addendum
INTERSECTION NL fil'. NR SL ST SR EL ET ER IIL 11T WR
Rancho Santa Fe Rd. &
Olivenhain Rd. 2 3 0 2 3 1 l l 0 2 1 FREE
Improvements
El Camino Real &
La Costa Ave. 2 l l 2 4 FREE 3 2 l 2 l l
Improvements l FREE l 1
El Camino Real &
Levante St. 2 l 2 1 l l 2 2 0 2 2 0
Improvements 2 1 1 l l 2 2 0.5 2 -1.5
El Camino Real &
Calle Barcelona 2 3 0 2 3 0 2 2 0 2 2 0
I111provements 2 l l 1 2 2 l 2 -1
El Camino Real &
Olivenhain Rd. l 3 l 2 3 0 1 3 0 2 3 0
Improvements
* Intersection not existing at this time .
• (1) Melrose Ave. north extension forming a "T"-intersection into Rancho Santa Fe Road.
(2) Rancho Santa Fe Road north extension forming a "T"-intersection into Melrose Ave.
--
1990
1995
El Camino Real:
La Costa to
Levante
Levante to
Calle Barcelona
La Costa Avenue:
El Camino to
I-5 Freeway
2000
El Camino Real:
La Costa to
Levante
Levante to
Calle Bacelona
Calle Barcelona
to Olivenhain
La Costa Avenue:
El Camino ta
1-5 Freeway
Table 16
ROAD SEGMENT DIFFERENCES
Zone 12 Addendum
Zone 12 Initial Study
None
2 Lanes Each Direction
2 Lanes Each Direction
Not Analyzed
2 Lanes Each Direction
2 Lanes Each Direction
2 Lanes Each Direction
Not Analyzed
Zone 12 Addendum
None
3 Lanes Each Direction
3 Lanes Each Direction
3 Lanes Each Direction
3 Lanes Each Direction
3 Lanes Each Direction
3 Lanes Each Direction
Unacceptable ooerating
Conditions w/
3. Lanes Each Direction
-2.3-
2010
El Camino Real:
La Costa to
Levante
La Costa Avenue:
El Cami no to
I-5 Freeway
Table 16 (Cont ••• }
ROAD SEGMENT DIFFERENCES
Zone 12 Addendum
Zone 12 Initial Study
Acceptab1e Operating
Conditions w/ 3 Lanes
Each Direction
Not Analyzed
Zone 12 Addendum
Unacceptable Operating
Conditions w/ 3 Lanes
Each Direction
Unacceptable Operating
Conditions w/ 3 Lanes
Each Direction --
YEAR 1990
YEAR 1995
YEAR 2000
El Camino Real+
La Costa
YEAR 2012
Rancho Santa Fe+
Melrose North
(Melrose forms "T")
Rancho Santa Fe+
Questhaven
Rancho Santa Fe+
La Costa
El Camino Real+
La Costa
El Camino Real+
Levante
Table 17
INTERSECTION DIFFERENCES
Zone 12 Addendum
Zone 12 Initial Study
None
None
Did Not Use "Heavy Demand
Procedure"
2 Northbound left Turn Lanes
Did Not Use "Heavy Demand
Procedure"
2 Westbound Through Lanes
0 Southbound Right Turn Lanes
3 Southbound Through Lanes
2 Eastbound Left Turn Lanes
0 Southbound Through Lanes
Zone 12 Addendum
None
None
Used "Heavy Demand
Procedure"
3 Northbound Left Turn
Lanes
Used "Heavy Demand
Procedure"
4 westbound Through Lane
1 Southbound Right Turn Lane
4 Southbound Through Lanes
3 Eastbound Left Turn Lanes
1 Southbound Through Lane
* * * * *
We hope this addendum will be of assistance to you and the City of Carlsbad.
If you have any question or need further assistance please do not hesitate : a
contact us.
Respectfully submitted,
WESTON PRINGLE & ASSOCIATES
~~~-<d=~r:[__
Weston S. Pringle P.E.
Registered Professional Engineer
State of California Numbers Cl6828 & TR565
WSP:cm
#861000
-
--
APPENDIX A
EXPL4NAT!ON OF INTERSECTION CAPACITY UTILIZATION
AND
LEVEL OF SERVICE
-21---
APPENOU A
EXPLANATION OF INTERSECTJON CAPACITY UTILIZATION
le capacity of a strt:et is nearly 11h-J11ys grC!"'ter bt:twccn intersections and less
~ intc:r$eccions. The reason for this is thilt th~ traffic flaws continuously
n~,t:r::n intersections and only pert of the tim~ cit intt:rs~ctions. To study
1tersection capacity, i.l technique known as lnttrsection Capacity Utilization
lCU) has been d~veloped. ICU analysis consists of (a) determinin~ the pra-
:>rtion of signal time nt:t:d~d to serve euch conflicting movement; (b) sumuing
1e ti1111.!$ for the movements; and (c) comp4ring the tot.:il tim~ ri:quirt:d to th~
1111c::: avililJble. For t:xi:tmple, if for north-south traffic the nor-thl,ound crc1r"fic
i l,(JOO vciliclc!i per hour, thc~t.h1Jou11(J Lr"'tfic is 800 vc.:hiclcs p~r hour-, ~nd
1e ci:iµuc_icy of eicr1~r approach is 2,000 vehicles µer hour of grt:t:11, th~n the
:irchbouud traffic is critic'11 and requirt:s l,000/2,000 or 50 percc:nt of th~
ignal time. !f for the ei:l$C-w~st traffic, 40 ~~rc:enc of tnc:: signc.11 time is
:quin:d, tht:n it Ci.in be St:en thilt the ICU is 50 plus 40, or 90 pc:::rcc:nt. Whc:n
:re-turn µhu$~S t:xist. they ilrl.! incoqJor"'ted into the 11n,dysis. As lCU's
,µr~ach 100 µerct.!nt, the qu'111ty of tr"'ffic ~~rvice dpprailches Level of s~rvice
C.,S) £, as dc:fintd in tht: HlyliwJy C"p..tcity M.i.nu.il, Sµcci"'1 lteport 87, H1gnw11y
~curch Uoard. 1~65. · -
:v~1 of S~rvice is u$ed to de$Cribe qudlity of traffic flow. L~vels of Scrvic~
tu C aµc:rcite quite well. Lf:vcl of Sc::rvice O is tyµicully tlu: Level of Service
, r iw i en an urban s tri::t:t is des; gnc::d. Lc::v~ 1 of Service E is the lll..l.X imum vo I um~
--:i1ity can accouunuddte and will rc::sult iu possible stoppages of momentary
1. _cion. L~ve1 of Service F occurs whcn a facility is avc:rlo..idc:::d and is
,,.u·acti.:rizc:d by stop-and-go trJffic with ~toppu~c!; of long dur~tion. A <1c.:s-
·1pcion of the variou~ 1eve1s or s~rvice c.1ppt:i11·s on the fo11owiny paye.
c: !CU calculations ilssumi: thJt an interst:ction is signJ.lizt.:d .:snd that the
':JOal is idc:i.llly time:d. Although "dculatiug ICU for an unsigndlizt!d intc:r-
ct.1on i~ not valid, tht: pri::sumµcion is tn.:it i'1 ~iyna.l '"" tJc:: in::.t .. dlecl .incl the::
lcuL.icion snows 'rliu:thc::r the gt:ometrics cire ci'apc.1ole of acco11u11ou.icin9 the ~x-
Ctc:a vulu111~s. le is pos~illlc ta h..ivc ,rn !CU WL!ll t.Jclow 1.0, yet h"vt: St:Vl!ft:
11ff1c cangc:stion. This would occur bt:CJuSc:: on~ or ruore moveuu:nts is not
tcing enc.iuyh time to satisfy its demand with excess time existing on othc::r
ves.
:i"city is oftc::n d<:finc:d in tenus of roddway width. Howc:ver. sti1na.:ard lanc:s
,c cipµroxicu"tc:ly th~ si:ime cap~city wlu.:ttu~r tht!y are 11 foot or 14 foot Lin~s.
r dates indicates a typical ldne. whether ii thr01Jgh lane or left-turn l,u1c:: tliiS
:e1p4city of capproximdt~ly 1600 vehicles pt!r lane pl!r llour of gre~n time. The
J!iw,.,y C"uacit~11uc1l found capc1city to be about 1500 vdlicles per lJnc pr:r
~r of yri:i=n for throuyh 1 o.nes imd 1200 v~h i c 1 &:S pt!r l anc per hour of grcL!n
• h: t t-turn l ,mes. Huwc.:vc:r, tht: cap.JC ity 111iJn1.1~ l is b,H,&:U on prt?-1965 d.:.i tG.
1 r1:c.:1.:nt ~t.1.1di1.:~ ..tmJ oos1.:r·v"'Licms ~huw hi~ht:r ccµ.1citic:s in tnu southurn
ifornic are:o. For ttli:i_'~tudy o ccip~city of 1600 vc.:hiclc:s µ~r leant: 11.,s bc:&:n
!•"••:d for tilrouyh trcffic, and 1600 v~hiclt:s ~er L1ne for turning ld11es.
I Level of
/ Service
A
8
C
E
F
APPENDIX A
LEVEL Of SCRVlCE DESCRIPTIONS
Low volumes; high speeds; sµt:ed not restrictt:d
by other vehic1es; all signal cycles cle~r with
no vehicles waiting through more than one signal
cycle.
Operating spe~ds beyinning to be affected by
other traffici between one and ten percent of
the signc1l cycles have ant:: or more vt::hicles
which wait through more than one signal cycle
during peak traffic periods.
Oµerating speeds and maneuverability closely
controlled by other traffic; between 11 and
30 percent of the signal cyclt::s have one or
more vt:hicles wi1ich wc1it through more than
one signc1l cycle during peQk traffic periods;
recon~1end~d ideal design standard.
Tolerable operating spt:t:ds; 31 to 70 percent
of the signal cycles have one or more vt:hicles
which wait through more than one signe11 cycle
during peak traffic periods; often ust:d as
design standard in uroan areas.
Capc1c i ty; the: md.X imum tril ff i c volumes an i nt£.:r-
si:ct ion can a.cconu11odc1t~~ restrict~d spci:ds; 71
to 100 µerci:nt of chi: signal cycli:s h~ve one
or more vthicles which W'1it through more thdn
one signal cycle durin9 pcdk traffic periods.
Long qucu~s of tr~ffic; un~tuble flow~ stop-
pages of long duration; traffic volume and
tr~ffic speed can drop to zero; traffic
\JOlu111e will be less than the volume which
occurs at Level of Service E.
(a) ICU (Intersection Capacity Utilization) at various Levels
of s~rvice v=rsus Lev~l of Service E for urban arterial
streets.
Nominal Rt1n9e
Of ICU (a)
0.00 -0.60
0.61 -0.70
0.71 -0.80
0.81 -0.90
a. 91 -1. oo
Noc meaning fu 1
APPENDIX B
ICU WORKSHEETS
PROJ' \:~l•tui"~ ,m~m IIAIIA6£11£111 PLAM
11110. AIIPUK IIOIJi
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November 14, 1989
Ms. Lisa Thomas
Hofman Planning Associates
2386 Faraday Avenue Suite 120
Carlsbad, CA 92008
Dear Lisa:
Transmitted herewith is Addendum #2 for the Zone 12 Traffic Study prepared in
accordance with the City of Carlsbad guidelines for preparing Local Facilities
Management Plans. This addendum contains analyses of the five internal
intersections of Zone 12 located at Calle Barcelona.
INTERSECTION DESCRIPTION
The five intersections are located at Calle Barcelona, between El Camino Real
and Rancho Santa Fe Road. Four of the intersections are four-legged. One
intersection, the second intersection to the west of Rancho Santa Fe Road
Street 'W-W', is a "T"-mtersection extending south of Calle Barcelona. The
intersection locations and a corresponding number representing each
intersection is illustrated on Figure 1.
Calle Barcelona is designated a Secondary Arterial Street within the City of
Carlsbad Circulation Element. Calle Barcelona will contain a 64 foot curb-to-
curb width within an 84 foot right-of-way.
The internal roadways will contain 40 feet curb-to-curb width within a 60 foot
right-of-way. One exception is the north leg of the proposed 'C' Street
(Internal Intersection #1). It is proposed to be constructed with a 68 feet
right-of-way.
INTERSECTION GEOMETRICS
Table i contains the intersection geometrics for the five internal
intersec+-..ions. Figures 2, 3, 4, 5 and 6 illustrate the geometric widths for
the five internal. intersections. The projected peak hour volumes are presented
in Table 2. The resulting ICU /LOS analyses projections, based on the projected
volumes and lane geometrics, are contained in Table 3.
--.
IN'fERSECTION
Intei::-nal u
Internal #2
Internal 13
Internal #4
Internal #5
Table l
BUILIXXJ'l' -Ull'ERNAL INrmsOCTIOO GEOIE'l'RICS
ZOOE 12
NL NT NR SL S'l'
1 1 0 l l
l l 0 1 l
l 1 0 l l
l 1 0 l l
l l 0 l l
SR EL ET
0 l 2
0 l 2
0 l 2
0 0 2
0 l 2
ER WL
0 l
0 l
0 l
0 1
0 1
W'l'
2
2
2
2
2
0
0
0
0
0
I
N I
u
AM PM
NL 35 20
NT 10 10
NR 60 50
SL 140 85
ST 15 5
SR 150 60
EL 85 135
... T 165 345
ER 15 40
WL 25 75
WI' 305 160
WR 100 115
Table 2
BOILDCXlT -PROJB:TED IN'.rERNAL INTERSB:TlCN
AM/PM PEAK BOOR VOLa-lES
#2 #3
AM PM AM PM AM
45 35 60 30 10
0 0 0 0 0
40 30 so 40 25
5 10 65 45 0
0 0 0 0 0
5 5 60 25 0
5 5 20 60 0
270 455 310 385 420
110 15 20 65 5
90 10 15 65 10
365 315 435 285 465
5 10 25 75 0
-3-
-
#4 #5
PM AM PM
5 10 5
0 0 0
20 25 20
0 90 55
0 0 0
0 50 20
0 15 50 ---455 425 410
15 5 15
30 10 30
425 420 445
0 30 110
---
-·
INTERSECTION
Internal #l
Internal #2
Internal #3
Internal #4
Internal #5
Table 3
BOILDOOT -INTERNAL INTERSEX:TICN
IaJ ANALYSES
ICU/Los(l)
AM PEAK HOUR
0.37/A
0.26/A
0.33/A
0.22/A
0.28/A
(l) ICU= Intersection Capacity Utilization
LOS= Level of Service
-4-
PM PEAK HOUR
0.31/A
0.24/A
0.29/A
0.23/A
0.29/A
No Scale
cl ~--COSTA
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_____ ..---LEUCADIA BL VD. OUVENHAIN RD.
}
CITY OF
ENCINITAS
INTERNAL INTERSECTIONS
D
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I "' I
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-
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FUTURE R/W
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60'
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INTERNAL INTERSECTION #1
Weston Pringle & Associates Figure 2
3: '-.. ~ 125' L. T.
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-
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I
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ta
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so·
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INTERNAL INTERSECTION #3
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-9-
No Scale
0 0 --
in in --
3: N " ~ -
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'-'-
in in -...
b b --'
I 1~1 I
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FUTURE R/W
INTERNAL INTERSECTION #4
Nest on Prfn gl e & Associates Figure 5
-10-
-(.) 00 No Scale ~a.
60'
FUTURE R/W
10· 15' ,a· 15' ,a·
I 1~1 I
I b 0 ------
in in --3 ---3
.......... °N °N ..........
0:::: --0::::
125' LT. ~ ----~ 125' LT. POCKET LL.I ~ j> f? b w POCKET aJ e::: -<XJ e:::
:::::J --:::::J I-°N °N I-
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10' 15' 10' 15' 10'
60'
FUTURE R/W
i-: ...J t:i ~ -(.)
INTERNAL INTERSECTION HS
Weston Prinale & Associates Figure 6
-11-
INTERSECTION SIGNALIZATION WARRANTS
An analyses for signalization warrants was completed at the five internal
intersections. Warrants for the installation of traffic signals have been
developed by CalTrans. For this condition, the peak hour warrant for urban
conditions would apply. Appendix A contains a copy of the CalTrans peak Hour
Volume Warrant (Urban Areas). The analyses resulted in none of the five
intersections warranting signalization.
We trust that this addendum will be of assistance to you and the City of
Carls.bad. If you have any questions or comments, please contact us.
Respectfully submitted,
WESTON PRIN.:~&/~OCIATES
~~
Weston S. Pringle, P.E.
Registered Professional Engineer
State of California Numbers Cl6828 & TR565
WSP:hld
#861000
-
APPENDIX A
PEAK HOUR SIGNALIZATION WARRANT
CALIFORNIA DEPARTMENT OF TRANSPORTATION
600
:r
Q. > I 500 :I: ... u
Ill ~
UJ 0 400 a: a: .... Q. en Q.
a: ~ a UJ 300 z ~ i ::, ..,
0 > 200 :I:
CJ
i:
100
Figure 9-2C
PEAK HOUR VOLUME WARRANT
(URBAN AREAS)
2 OR MORE LANES & 2 OR MORE LANES
•
•
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800
MAJOR STREET-TOT AL OF BOTH APPROACHES-VPH
• NOTE: 150 VPH APPLIES AS THE LOWER THRESI IOLD VOLUME FOR A MINOR STREET APPROACH
WITH TWO OR MORE LANES AND 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME
FOR A MINOR STREET APPROACHING WITH ONE LANE.
-i
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JAN 2 5 i990
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·----------------------------------
January 22, 1990
Ms. Lisa Thomas
Hofman Planning Associates
2386 Faraday Avenue Suite 120
Carlsbad, CA 92008
Dear Lisa:
TRAFFIC & TRANSPORTATION E:NGI~EERING
Transmitted herewith is Addendum #3 for the Zone 12 Traffic Study prepared in
accordance with the City of Carlsbad guidelines for preparing Local Facilities
Management Plans. This addendum contains an analysis of the La Costa Avenue
road segment between Interstate 5 and El Camino Real. It utilizes a peak hour
analysis policy not yet accepted by the City of Carlsbad. The analysis
methodology was conceived and we have been advised to use it by City Staff.
METHODOLGY DESCRIPTION
Road segment peak hour volumes will be determined by utilizing the highest
hourly volume of a 24 hour volume count. Each lane is assumed to have an
hourly volume capacity of 1800 vehicles per hour (vph).
ANALYSES
The City of Carlsbad conducted peak hour road segment counts for La Costa
Avenue in March 1989. The count resulted in 1393 westbound vehicles and 1468
eastbound vehicles. Conducting a worst case analysis by utilizing the 1468
vehicles with the 1800 vehicle capacity will result in a 0.82 V /C ratio, Level
of Service D. This falls within acceptable operating conditions according to
City standards.
An analysis was conducted for the years 1991-1994 to determine when, according
to this new methodology, an additional two lanes in each direction will be
necessary. An assumption was made that peak hour road segment volumes are 8
pecent of the daily volume. This was assumed because the existing peak hour
actual count (1390+1470=2860) is 8 percent of the existing daily volume
(34,300). Once a peak hour total volume was established, it was divided by two
(number of lanes) to determine the volumes per lane. Table l contains the
volumes established and shows that La Costa Avenue will require two lanes in
each direction in 1993 .
TABLE 1
La Costa Avenue Analysis
Zone 12 Addendum 13
PEAK HOUR (1)
VOLUME/
CAPACITY
PEAK HOUR VOLUME PEAK HOUR VOLUME CAPACITY RATIO &
YEAR DAILY VOLUME ON ALL LANES ONE LANE PER LANE LOS (2)
EXISTING 34.300 2.740 1.370 1.800 0.76/C
1990 29.900 2.390 1.195 1.800 0.66/B
1991 32.200 2.575 1.290 1.800 0.72/C
1992 38.364 3.070 1.535 1.800 0.85/D
1993 43.000 3.440 1.120 1.800 0.96/E
1994 47.200 3. 775 1.890 1,800 1.05/F
(1) Based upon LOSE
(2) LOS= Level of Service
--Thank you for your time and consideraticn. If you have any questions or
comments please contact us.
---
Respectfully submitted, ;;zaOCIATES
Weston S. Pringle, P .E.
Registered Professional Engineer
State of California Numbers Cl6828 & TR565
WSP:cm
#861000
-\V ~ :::.: ----~p~
•+A vVeston Pringle & Associates
March 26, 1990
Ms. I..isa Thomas
Hofman Planning Associates
2386 Faraday Avenue Suite 120
Carlsbad, CA 92008
Dear Ll.sa:
Transmitted herewith is Addendum #4 for the Zone 12 Traffic Study prepared in
accordance with the City of Carlsbad guidelines for prep~...ng Local Facilities
Management. Plans. This addendum contains analyses of the Rancho Santa Fe road
segments between I.a Costa Avenue to Camino De I.os Caches, Camino De I.as Caches
to Calle Barcelona and Calle Barcelona to Olivenhain Road for the years 1995
and 2000.
Within the initial Zone 12 Tra:Eic Study, the above mentioned road segments are
estimaced to operate at unacceptable operating conditions with three lanes in
each direction for the years 1995 and 2000. Utilizing a peak hour analyses for
the road segments, it is estimated that all three road segments will operate at
acceptable operating conditions for the years 1995 and 20004 The road segment
peak hour analyses utilize the following criteria and assumptions. An
assumption was made, based on existing peak hour and daily volumes, that peak
hour volumes represent 9 percent of daily volumes. Once a peak hour volume was
established from daily volume estimates, it was di•.ri.ded by the number of lanes
to determine the peak hour volumes per lane. In this analyses the lane number
was six. Each lane is assumed to have an hourly volumes capacity of 1,800
vehicles per hour (VPH). The minimum level of service allowable for peak hour
capacity analyses on road segments is LOS D. Tables l and 2 contain the peak
hour analyses for the road segments indicating acceptable operating conditions.
We hope this analyses will be of assistance to you and the City of Carlsbad.
If you have any questions or require additional information, please contact us.
Respectfully submitted,
WESTON PRINGLE AND ASSOCIATES
~~
Weston S. Pringle, P .E.
Registered Professional Engineer
State of California Number Cl6828 & TR565
WSP:cm
#880740
DAILY
LOCATION VOLUME
Rancho Santa Fe Road
La Costa Avenue to
Camino De Los Coches 60,700
Camino De Los Coches
to Calle Barcelona 59,700
Calle Barcelona to
Olivenhain Road 56,700
TABLE 1
YEAR 1995 ROAD SEGMENT CONDITIONS
ZONE 12 -ADDENDUM 4
NUMBER OF LANES/
PEAK HOUR VOLUME PEAK HOUR VOLUME
ON ALL LANES ONE LANE
6/5460 910
6/5370 895
6/5100 850
(1) Capacity -1,800 vehicles per lane per hour
(2) LOS -Level of Service
VOLUME
CAPACITY ( 1)
RATIO & LOS{2)
0.51/A
0.50/A
0.47/A
I N I
TABLE 2
YEAR 2000 ROAD SEGMENT CONDITIONS
ZONE 12 -ADDENDUM 4
NUMBER OF LANES/
DAILY PEAK HOUR VOLUME PEAK HOUR VOLUME
LOCATION VOLUME ON ALL LANES ON LANE
Rancho Santa Fe Road
La Costa Avenue to
Camino De Los Coches 62,900 6/5660 945
Camino De Los Caches
to Calle Barcelona 67,300 6/6060 1,010
Calle Barcelona to
Olivenhain Road 64,500 6/5810 970
(1) Capacity -1,800 vehicles per lane per hour
(2) LOS -Level of Service
VOLUME/
CAPACITY(!)
RATIO & LOS(2)
0.53/A
0.56/A
0. 54/A
)
I w I
-
EXISTING DEVELOPMENT OUTSIDE OF FIRE STATION HO. 2
Zone
6
6
6
11
12
12
SUBTOTAL
6
6
6
SUBTOTAL
6
6
6
6
11
SUBTOTAL
TOTAL
Source:
FIVE HDIUTE RESPONSE T::IME
General Plan
Land Use
Designation Project No. Existing DU's
RLM N/A 24
RLM N/A 293
RLM N/A 288
RLM CT 81-16 260
RLM CT 73-18 419
RLM CT 83-16 170
1454
RM N/A 85
RM N/A 335
RM CT 84-23 134
554
RMH N/A 278
RMH CP 36 (A) 172
RMH N/A 176
RMH N/A 19
RMH N/A 320
965
=====
2,973
Local Facilities Management.Plans for Zones 6, 11 and
12 updated to 1/1/89.
~
11
SUBTOTAL
11
11
12
SUBTOTAL
TOTAL
Source:
DEVELOPMENT OUTSIDE OF FIRE STATIONS NO. 2 and 6.
PROPOSED FIVE MINUTE RESPONSE TIME
General Plan
Land Use
Designation
RL-3
RLM-5
RLM-7
RLM-1
Project No,
N/A
N/A
N/A
CT 73-18
DU's
130
130
65
420
406
891
=======
1,021
Local Facilities Management Plans for Zones 6, 11 and
12 updated to 1/1/89.
N0.3
V -
. •· , ;;: ., ~ __ , ..
.--...
......
10 1 PtJ!JLIC UTILITY 4NO TflEE PL4NT!JJ6 E45EMENr
17E/JICL/TED llE/?EOM -TYP/C4L
r .. 279.7.3'
/55.
1.aa2 L'CHEe
\
200' SCALE
C.T. 83-16
SANTA FE RIDGE
0 DISTRICT OFFICE
189 Union Street
Encinitas, CA 92024
(619) 944-4300
FAX (619) 942-7094
0 CAPRI SCHOOL
941 Capri Road
Encinitas, CA 92024
944-4360
Greg Sonken
Prine/pal
0 FLORA VISTA
1690 Wandering Road
Encinitas, CA 92024
944-4329
Nancy Cunningham, Ed.D.
Principal
D LA COSTA HEIGHTS
3035 Levante Street
Carlsbad, CA 92009
944.4375 C llyAndrade
Principal
D MISSION ESTANCIA
3330 Calle Barcelona
Carlsbad, CA 92009
943-2004
Norman Ginsburg
Principal
0 OCEAN KNOLL
910 Melba Road
Encinitas, CA 92024
944-4351
Raymond O'Toole, Ph.D.
Principal
0 PACIAC VIEW
608 Third Street
Encinitas, CA 92024
944.4339
l.crralne Boyle
Principal
D PARK DALE LANE
2050 Park Dale Lane
Encinitas, CA 92024
944-4344
Bruce DeMltchell
Principal
0 PAUL ECKE CENTRAL
185 Union Street
Encinitas, CA 92024
944-4323
C'clnemey, Ph.D.
Principal
ENCINITAS UNION SCHOOL DISTRICT
June 6, 1990
Mr. Brian Hunter
Carlsbad Planning Commission
2075 Las Palmas Drive
Carlsbad, California 92008
Dear Mr. Hunter,
BOARD OF TRUSTEES
WllllamCarll
Mary Jo Nortman
Catherine Regan
Van RIiey
H.J. Walker
SUPERINTENDENT
Donald E. Lindstrom, Ed.D.
ASSISTANT SUPERINTENDENT/
INSTRUCTION
Greg Ryan
ASSISTANT SUPERINTENDENT/
PERSONNEL
Kay North
It has been some time since the Encinitas Union School
District has commented upon the school site planned in
South Carlsbad. Since our discussions have been with
Fieldstone, I thought it appropriate that I communicate
with the City through you.
The District expects to begin work on the site in the
1994-95 school year with occupancy expected in 1996.
With the delayed construction schedule, it appears that
1996 will be the year when we will need the school.
The District is scheduling a school in the Olivenhain
area of Encinitas for 1992-?3 and, without an
acceleration of growth, this school will meet the
District's needs to 1996. As you know, in order to build
a school, need must be demonstrated and that only happens
when the stJdents are on board.
We believe that, as the South Carlsbad area develops in
an orderly fashion, students can be housed without too
much disruption. Our discussions with Fieldstone led us
to believe that the site, as outlined in the maps we have
reviewed, will meet our needs.
I hope that this letter will clarify the District's
position.
nincerely, r
, Sr-."l~~ · "''1'!\'tit"
Donald E. Lind□m, Ed.D.
Superintendent
via
TO: PLANNING COMMISSION AND STAFF
FROM: Growth Management Division
LETTER FROM ENCINITAS UNION SCHOOL DISTRICT
The attached letter should be inserted in Appendix A-9 of your Zone 12(A) Local Facilities
Management Plan.
I \
I
)
SANITARY SEWERS
Cost Estimates
10" sewer in Calle Barcelona
FACILITY QUANTITY UNIT COST COST
10" Pipe PVC 720 LF $23 $16,560
Manholes
(standard) 2 EA $1,520 $3,040
Join Existing
Sewer Main 1 LS $2,500 $2,500
Remove Existing Lift station
FACILITY QUANTITY UNIT COST COST
1 LS $5,000 $5,000
SUB-TOTAL $27,100
10% CONTINGENCY $2,710
TOTAL SANITARY SEWERS $29;810
FACILITY·
12" Pipe Main
-remove ex.
pipe main
16" Pipe Main
-remove ex.
pipe main
1011 tie from
1811 to 16"
-
WATER SERVICES
Cost Estimates
QUANTITY UNIT COST
6,900 LF $33
l EA.
3,780 LF $57
1,360 LF $29.50
SUB-TOTAL
10% CONTINGENCY
TOTAL WATER FACILITIES
~
$230,450
$25,550
$215,600
$44,400
$40,080
$556,080
$55.608
$611,688
'V-i~-: ;:
: :-'.,~ p i<:#0:
• O-i4-i A\ Weston Pringle ~ Associates
August 7, 1990
Ms. Lisa King
Hofman Planning Associates
2386 Faraday Avenue, Suite 120
Carlsbad, CA 92008
Dear Lisa:
TRAFFIC & TRANSPORTATION ENGINEERING
Transmitted herewith is Addendum #5 for the Zone 12 Traffic Study prepared in
accordance with the City of Carlsbad guidelines for preparing Local Facilities
Management Plans. This addendum contains an analysis of the Rancho Santa Fe Road
road segments, south of Olivenhain Road, for existing, the years 1990, 1995, 2000 and
--2010.
Existing counts were taken in 1989. Therefore, a three percent growth rate was applied
to the existing volume along with the addition to estimated traffic generated from Zones
12 and 11 in th~ years 1990, 1995 and 2000. For the year 2010, SANDAG model
volumes were adjusted for land use and trip generation differences between the SANDAG
model and proposed Zone 12 and 11 development.
Utilizing a generalized method of road segment analysis, Table 1 shows that the road
segment will operate unacceptably, and therefore require two additional lanes (for a total
of four) in the year 1992. An additional two lanes, for a total of six will be necessary in
the year 2005. With the SANDAG adjustment performed in the year 2010, the road
segment is estimated to operate acceptably with two lanes provided in each direction.
-Utilizing the peak hour method of road segment analyses, Table 2 shows that the road
680 Langsdorf Drive• Suite 222 • Fullerton, CA 92631 • (714) 871-2931 • FAX:(714) 871-0389
:..OCATION
Rancho Santa Fe Road:
South of Olivenhain Road
Existing
1990
1991
1992
1992 W/Improvements
1993
1994 -1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2005 W /Improvements
2006
2007
2008
2009
2010
TABLE 1
ROAD SEGMENT ANALYSES
Zone 12 -Addendum #5
DAILY
VOLUME
10,240
11,750
14,340
20,810
20,810
25,800
29,770
30,610
31,460
32,250
32,960
33,530
33,940
34,360
34,800
35,250
35,720
36,200
36,200
36,690
37,200
37,720
38,260
38,810
DAILY<1>
CAPACITY
22,230
22,230
22,230
22,230
44,450
44,450
44,450
44,450
44,450
44,450
44,450
44,450
44,450
44,450
44,450
44,450
44,450
44,450
66,670
66,670
66,670
66,670
66,670
66,670
2010 SANDAG ADJUSTMENT
31,820 66,670
31,820 44,450 -: I) _ ..1sed upon LOS E
VOLUME'
CAPACITY
RATIO
0.46
0.53
0.65
0.94
0.47
0.58
0.67
0.69
0.71
0.73
0.74
0.75
0.76
0.77
0.78
0.79
0.80
0.81
0.54
0.55
0.56
0.57
0.57
0.58
0.48
0.72
-2-
rEVEL
OF
~
A
A
B
E
A
A
B
B
C
C
C
C
C
C
C
C
C
D
A
A
A
A
A
A
A
C
)
DAILY
LOCATION VOLUME
Rancho Santa Fe Road
South of Olivenhain Road
Existing 10,240
1990 11,750
1991 14,340
1992 20,810
1993 25,800
1994 29,770
1995 30,610
1996 31,460
1997 32,250
1998 32,960
1998 W /Improvements 32,960
1999 33,530
2000 · 33,940
2001 34,360
)
TABLE 2
ROAD SEGMENT CONDITIONS
Zone 12 -Addendum #5
NUMBER OF LANES/
PEAK HOUR VOLUME
ON ALL LANES
2/1020
2/1180
2/1430
2/2080
2/2580
2/2980
2/3060
2/3150
2/3230
2/3300
4/3300
4/3350
-4/3390
4/3440
PEAK HOUR VOLUME
ONE LANE
510
590
715
1040
1290
1490
1530
1575
1615
1650
825
840
850
860
VOLUME
CAPACfIY(l)
MID&~
0.28/A
0.33/A
0.40/A
0.58/A
0.72/C
0.83/D
0.85/0
0.88/D
0.90/D
0.92/E
0.46/A
0.47/A
0.47/A
0.48/A
I w I
)
LOCATION
Rancho Santa Fe Road
South of Olivenhain Road
2002
2003
2004
2005
2006
2007
2008
2009
2010
DAILY
VOLUME
34,800
35,250
35,720
36,200
36,690
37,200
37,720
38,260
38,810
2010 SANDAG ADJUSTMENT
31,820
(1) Capacity = 1,800 vehicles per lane per hour
(2) LOS = Level of Service
)
TABLE 2 (CONT)
ROAD SEGMENT CONDITIONS
Zone 12 -Addendum #5
NUMBER OF LANES/
PEAK HOUR VOLUME
ON ALL LANES
4/3480
4/3540
4/3570
4/3620
4/3670
· 4/3720
4/3770
4/3830
4/3880
4/3180
PEAK HOUR VOLUME
ONE LANE
870
885
895
905
920
930
945
960
970
795
VOLUME
CAPACfIY(l)
MID&~
0.48/A
0.49/A
0.50/A
0.50/A
0.5 l/A
0.52/A
0.53/A
0.53/A
0.54/A
0.44/A
I .p.
I
-5-
segment will operate unacceptably, and therefore require two additional lanes (for a total
of four) in the year 1998. The road segment will continue to operate acceptably in the
year 2010. This is also the case with the volumes estimated based upon the SANDAG
model adjustment.
We trust that this report will be of assistance to you and the City of Carlsbad. If you
have any questions or require additional information, please contact me.
Respectfully submitted, ~#ASSOCL\TFS
Weston S. Pringle, P .E.
Registered Professional Engineer
State of California Numbers Cl6828 & TR565
WSP:hd
#861000