HomeMy WebLinkAbout; Assessment District No 86-1 Investication Report; Assessment District No 86-1 Investication Report; 1986-01-28CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 86-1
(PALOMAR AIRPORT ROAD)
INVESTIGATION REPORT
Pursuant to Special Assessment Investigation,
Limitation and Majority Protest Act of 1931
January 28, 1986
Engineer of Work:
NESTE, BRUDIN & STONE INCORPORATED
Engineers — Planners
San Diego, California
NBS Project No: E68-015.008
AGENCY: CITY OF CARLSBAD
PROJECT: ASSESSMENT DISTRICT NO. 86-1
(PALOMAR AIRPORT ROAD)
TO: CITY COUNCIL
CITY OF CARLSBAD
INVESTIGATION REPORT
Pursuant to the provisions of the "Special Assessment Inves-
tigation, Limitation and Majority Protest Act of 1931," being
Part 2, Division 4 of the Streets and Highways Code of the
State of California, and in accordance with an order of the
legislative body of the CITY OF CARLSBAD, adopted on the 17th
day of January , 1986, I submit herewith the following
Report.
DATED this 17th day of January , 198 6.
NESTE, BRUDIN & STONE INCORPORATED
"ASSESSMENT ENGINEER
CITY OF CARLSBAD
STATE OF CALIFORNIA
Report approved the 17th day of January , 1986 , by the City
Council and filed in the Office of the City Clerk of the City
Council on the 17th day of January / 1986.
CITY CLERK
CITY OF CARLSBAD
STATE OF CALIFORNIA
PAGE 1 of 3
REPORT
SECTION 1. That the works of improvement proposed herein are to
be constructed in a special assessment district
known and designated as
ASSESSMENT DISTRICT NO. 86-1
(PALOMAR AIRPORT ROAD)
(hereinafter
District").
referred to as the "Assessment
SECTION 2,
SECTION 3
The following Report is made and filed herein
pursuant to the order of the legislative body by
the duly appointed ASSESSMENT ENGINEER.
The boundaries of the District showing the lands to
be assessed to pay any part of the cost thereof, are
as shown and described in Resolution No. ,
adopted on the day of
plat or diagram entitled:
198 6, and on a
SECTION 4
SECTION 5.
"PROPOSED BOUNDARIES OF
ASSESSMENT DISTRICT NO. 86-1
(PAL0r4AR AIRPORT ROAD)"
which Resolution and map are on file in the Office
of the Clerk and made a part of this Report by
reference as though fully set forth herein.
The estimated cost of the proposed improvements is
as shown on Exhibit "A" attached hereto and made a
part hereof.
The assessed value of each parcel to be specially
assessed as shown on the last equalized assessment
roll available on the date this Report was
commenced, the total assessed value of said lands,
the true value of said lands, the estimated amount
of the assessment to be levied upon each parcel of
land to be assessed for said improvements, and the
amount as near as may be determined of the total
principal sum of all unpaid special assessments and
special assessments required or proposed to be
levied under any completed or pending assessment
proceeding, other than that contemplated in the
instant proceedings, whether direct or ad valorem,
upon each parcel to be assessed herein, if any, is
as shown • upon the list thereof hereto attached,
marked Exhibit "B" , and by reference made a part
hereof as though set forth fully herein.
PAGE 2 of 3
SECTION 6. The total assessed value of the lands and improve-
ments, as well as the true value of said parcels, is
totalled and set forth in Exhibit "B" attached
hereto. The true value of the parcels means the
fair market value for both the land and improve-
ments, as defined by Article XIIIA of the California
Constitution, and as shown upon the last equalized
assessment roll of the County.
SECTION 7. The total estimated amount of assessment under this
proceeding is $5,120,163.00.
SECTION 8. Serial bonds shall be issued in accordance with
Division 10 of the Streets and Highways Code of the
State of California (the "Improvement Bond Act of
1915"), to represent all unpaid assessments, and the
last installment of said bonds shall mature a
maximum of TVJENTY FOUR (24) YEARS from the 2nd day
of September next succeeding twelve (12) months from
their date. Said bonds shall bear interest at rate
not to exceed the current legal maximum rate of
twelve percent (12%) per annum.
SECTION 9, A copy of said Resolution No. adopted pursuant
to Section 2821 of the Streets and Highways Code of
the State of California, is attached hereto, marked
Exhibit "C", and by reference is made a part hereof.
SECTION 10, The redemption provisions, of said bonds shall
provide for payment of a premium of five percent
(5%) of the unmatured principal of said bonds for
redemption prior to maturity.
SECTION 11, Said proceedings are proposed to be conducted
pursuant to the terms and provisions of the "Munici-
pal Improvement Act of 1913," being Division 12 of
the Streets and Highways Code of the State of
California.
SECTION 12,
SECTION 13.
That the general nature, location and extent of the
proposed works of improvement for this Assessment
District, together with appurtenances and appurte-
nant work, is as set forth in Exhibit "D" attached
hereto and by reference made a part hereof.
That a statement and explanation of the method and
formula of the assessment spread for these proceed-
ings and this Assessment District is attached hereto
as Exhibit "E", and by reference made a part hereof.
PAGE 3 of 3
COST ESTIMATE
EXHIBIT "A"
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 86-1
(PALOMAR AIRPORT ROAD) '
I. PUBLIC WORKS OF CONSTRUCTION
DESCRIPTION
STREET IMPROVEMENTS
UNIT
UNIT
COST
TOTAL
QUANTITY
Sub-Total
DRAINAGE IMPROVEMENTS
Curb Inlets
18" RCP
24" RCP
• 30" RCP
36" RCP
French Drain
Headwalls
Sub-Total
UTILITIES
Elec., Tele. & Gas
SUB-TOTAL CONSTRUCTION
CONSTRUCTION CONTIN.
TOTAL CONSTRUCTION COST
EA
LF
LF
LF
LF
LF
EA
$3,000.00
$40.00
$50.00
$75.00
$90.00
$20.00
$3,000.00
LF-$40.00
10%
18
550
550
290
580
800
26
7500
COST
AC Pavement Schedule H SF $2. 25 667500 $1,501,875
AC Paving Overlay 1" SF $0. 50 5000 $2,500
Type G Curb LF $7. 00 15470 $108,290
Type B-1 Curb LF $7. 00 15840 $110,880
Sidewalk SF $2. 25 0 $0
Remove AC Dyke LF $1. 50 370 $555
Median w/Median Lscpe SF ,$3. 50 0 $0
Street Lights EA $3,000. 00 52 $156,000
Parkway Lscpe SF $0. 80 0 $0
Erosion Control SF $0. 40 232000 $92,800
Grading CY $2. 40 78500 $188,400
Sleeve Extensions LF $15. 00 300 $4,500
Sub-Total $2,165,800
'ER IMPROVEMENTS
16" Waterline LF $50. 00 6100 $305,000
Main Relocation LF $50. 00 600 $30,000
Valves EA $3,000. 00 5 $15,000
Fire Hydrants EA $2,500. 00 20 $50,000
Relocate PR Valve LS $25,000
$425,000
$54
$22
$27
$21
$52
$16
$78
,000
,000
,500
, 750
,200
,000
,000
$271,450
$300,000
$3,162,250
$316,225
$3,478,475
A-1
II. RIGHT OF WAY
III. PAYMENTS
SDGE
Pac-Tel
CRWD
City of Carlsbad
Sub-Total
IV. INCIDENTAL EXPENSES
Proj Plan, Design, EIR,
Design Survey, Assess
Engin, Soil Engin %
Testing, Constr Mgmt,
Inspec, Plan Ck, Repro,
RW Appraisals, Legal,
RW Agent, Bond Coun,
Cost of Bond Sale,
Admin Fee, etc.
Est at 20% CC
TOTAL
V. LESS INTEREST EARNED
VI. LESS CASH CONTRIBUTION
TOTAL
VII. FINANCING COST
TOTAL AMOUNT ASSESSED
SF
LS
LS
LS
LS
$1.50 255000
20!
15?
$382,500
$0
$0
$0
$0
$0
$695,695
$4,556,670
($104,354)
$0
$4,452,316
$667,847
$5,120,163
A-2
WcJ, JAN a, 198.6, 10:jZ AM CITY OF CARLSBAD
"ASSESSMENT"DISTRICT NO." 86-
CPALOHAR AIRPORT ROAO)
PAGE 1
EXHIBIT "8"
DEBT LIMIT REPDRT
PART I
ASScSSMiNT NO.
AND ASicSiOR'S
PARCzL NUMtJER
ASSESSED LAND
VALUE CCOUNTY
ASSR'S RECORDS)
ASSESSED VALUE
DF IMPROVEMENTS
TRUE VALUE
OF PARCEL
ASSESSMENT
LIABILITY
OUTSTANDING
ASSESSMENT
THIS
PROCEEDING
COMBINED
ASSESSMENT
OUTSTANUING
211-021-li 292,037 0 292,037.00 .00 .00
211-021-18 324,163 0 324,163.00 351 ,193.44 351,193.44
211-021-19 20,691 91,537 112,223.00 641,603.40 641,603.40
211-021-20 1,120,359 0 1,120,359.00 54,373.00 54,873.00
211-040-08 133,762 0 133,762.00 377,983.60 877,983.60
211-040-09 30,133 • 0 30,133.00 106,371.09 106,371.09
212-040-19 1,157,935 0 1, 157, 935.00 151,958.70 151,953.70
212-040-25 120,677 0 120,677.00 486,267.84 4B6,267.34 —\
212-040-26 131,350 0 131,350.00 50,652.90 50,652.90
212-040-32 416,407 0 416,407.00 .00 .00
212-040-33 • 306,913 0 306,918.00 207,676.39 207,676.39 •'"1
212-0^0-36 54,367 0 54,367.00 .00 .00
212-040-37 6 51,730 • 0 651 ,730.00 438,991.80 438,991-80
212-0<.0-3ti 54,367 0 54,367-00 238,068.63 236,063-63
212-041-03 373,975 0 378,9 75.00 202,611.60 202,611-60
212-0'tl-04 1,032,533 0 1,082,538.00 641,603.40 641,603-40
212-041-05 100,603 0 100,603.00 214,430.61 214,430-61
212-041-06 806,322 0 806,822.00 219,495.90 219,495-30
212-041-07 . 579,425 0 579,425.00 .00 .00
212-041-03 • 878,975 0 878,975.00 236,380.20 235,360.20
212-0'»l-09 543,345 0 543,345.00 .00 .00
21 PARCELS 9,690,739* 91,537* 9,782,276.00* .00* 5,120,163.00* 5,120,163.00*
•••"A
. 1
WcD, JAN 8, 1986, 10:31.AM CITY QF CARLSBAD
' A S S E S S M E N T' 01S T RIC T ' N 0 •.""•8 6 - T
CPALOMAR AIRPORT ROAD)
PAGE 1
EXHIBIT "3"
DEBT LIMIT REPORT
PART II
ASSESSMENT NO, COMBINED
ANO ASSESSOR'S ASSESSMENT
PARCEL NUMBER OUTSTANDING
211-021-15 . 00
211-021-13 351,193.44
211-021-19 641,603.40
211-021-20 54,673.00
211-040-03 877,963.60
211-040-09 106,371-09
212-040-19 151,958-70
212-040-25 486 , 267- 84
212-040-26 50,652-90
212-040-32 -00
212-040-35 207,676-89
212-0-0-36 -00
212-040-37 433,991-80
212-040-.3S 233,063.63
* 212-041-03 202,611.60
* 212-041-04 641 ,603.40
• 212-041-05 214,430-61
* 212-041-06 219,495.90
* 212-041-07 .00
* 212-041-03 236,330.20
* 212-041-09 .00
21 PARCELS 5,120,163.00*
PROPOSED ASSESSMENT DISTRICTS
^: ******* ^: ^< ^ !): ^: ^ <t ^ 4: ^: :i ^ :{t ^ :^ :(!
* CANNON ROAO
* AD 85-1
. 00*
TOTAL
ASSESSMENT COLLEGE 9LVD * PROPOSED ANO
AO 35-2 * OUTSTANDING
.00
351,193.44
641,603.40'"
54,873.00
877,983.60
106,371.09
151,958.70
486,267.34
50,652.90 "
.00
207,676.89
.00
438,991.80
238,068-63
181,032.31 383,643-91
400,937.15 1, 042, 590- 55
214,430-61
132,002.34 "401,498- 24 •
169,755-68 169,755-68
169,755-63 406,135.83
166,966-84 166,966.84
1 ,270, 500.00* 6,390,663-00*
*^The proposed College Boulevarci, AD 85-2, assessments for APN's 212-041-03, -04, -06, -07, -08, anc3 -09
are being assessed $1,270,500 under Assessment No. 1. Assessments have been assigned to individual
parcels at this time only for the purposes of disclosure and production of this report.
RESOLUTION
EXHIBIT "C"
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 86-
(PALOMAR AIRPORT ROAD)
TO BE INSERTED AT THE ADOPTION OF
THE INVESTIGATION REPORT
C-1
DESCRIPTION OF WORKS OF IMPROVEMENT
EXHIBIT "D"
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 86-1
(PALOMAR AIRPORT ROAD)
Palomar Airport Road is a primary arterial having a 126 foot
right-of-way with three travel lanes in each direction and a
median. The proposed improvements to Palomar Airport Road
will bring this road to full City standards from Interstate 5
easterly approximately 7,900 lineal feet to the southwesterly
boundary of that area known as Carlsbad Tract No. 81-46, Map
11289; and more specifically include:
1) half street improvements with water, drainage, fire
hydrants, telephone, gas, electric, traffic control and
street lighting from Interstate 5 easterly approximately
370 lineal feet.
2) full width improvements constructed on line and grade to
adopted alignment with water, drainage, fire hydrants,
telephone, gas, electric, traffic control and street
lighting from the above-noted half-width improvements
easterly approximately 7,530 lineal feet.
Right-of-way will be required for widening and realignment.
Temporary irrigation and erosion control will be installed in
the parkway and on banks.
D-1
METHOD AND FORMULA OF ASSESSMENT SPREAD
EXHIBIT "E"
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 86-1
(PALOMAR AIRPORT ROAD)
The law requires and the statutes provide that assessments,
as levied pursuant to the provisions of the "Municipal
Improvement Act of 1913," must be based on the benefit that
the properties receive from the works of improvement. The
statute does not specify the method of formula that should be
used in any special assessment district proceedings. The
responsibility rests with the Assessment Engineer, who is
retained for the purpose of making an analysis of the facts
and determining the correct apportionment of the assessment
obligation. For these proceedings, the City has retained the
services of Neste, Brudin & Stone Incorporated. See
Attachment I for a statement of their qualifications and
experience.
The Assessment Engineer then makes his recommendation at the
public hearing on the Assessment District, and the final
authority and decision rests with the City after hearing all
testimony and evidence presented at that public hearing.
Upon the conclusion of the public hearing, the City must make
the final decision in determining whether or not the assess-
ment spread has been made in direct proportion to the
benefits received.
Analysis
City of Carlsbad policy Statement No. 33, effective May 29,
1984 sets the policy for use of Assessment Districts to
finance Public Improvements. The improvements include
arterial streets identified on the circulation element of the
Carlsbad General Plan. It . further permits certain improve-
ments within the arterial street right-of-ways to be financed
and. to include, sewers, water lines, drainage and public
utilities.
The arterial street to be constructed and financed by this
assessment district is a portion of Palomar Airport Road.
This street permits only limited access to adjoining property
and, in general, point access is limited at 2600 feet
intervals-
Benefits and Assessment Criteria
Palomar Airport Road exists and provides an improved two lane
traveled way and currently carries a relatively high traffic
volume- Approval of land development adjacent to Palomar
E-1
Airport Road by the City of Carlsbad has required each land
owner to complete this improvement of Palomar Airport Road to
prime arterial street standards- Since two lane traffic
capacity now exists, the direct benefit for the widening of
Palomar Airport Road occurs to the immediate adjoining land-
Therefore, the assessing of the cost for the street and
utility improvements and have been made on a frontage basis.
Incidental costs and interest earned during construction were
prorated to each of the benefits in accordance with each
benefit's share of the total construction costs.
Financing costs were prorated to each of the benefits in
accordance with each benefit's share of the total construc-
tion, acquisition and incidental costs.
In conclusion, it is my opinion that the assessments for the
above-referenced Assessment District have been spread in
direct proportion with the benefits that each parcel receives
from the works of improvement.
DATED: January 17 , 198 6
NESTE, BRUDIN & STONE INCORPORATED
"ASSESSMENT ENGINEER
CITY OF CARLSBAD
STATE OF CALIFORNIA
E-2
ATTACHMENT I TO EXHIBIT "E"
NESTE, BRUDIN & STONE INCORPORATED
STATEMENT OF ASSESSMENT ENGINEERING QUALIFICATIONS AND EXPERIENCE
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
BALDY MESA COUNTY WATER
DISTRICT
Eugene Alexander
General Manager
619/244-9111
$ 3,000,000 1982 1,047 AD 1 Water Svstem: 2 MG water storage
tank; 168,600 LF 6"-10" water lines;
fire hydrants.
BIG BEAR LAKE, CITY OF
Robert Van Nort
General Manager
714/866-5831
3,000,000 1985 1,000 AD 18-84 and 18-85 Street Improvements.
Subareas 1 through 9; 20,000 LF
asphalt concrete paving, grading and
appurtenant drainage structures
1,000,000
1,000,000
2,465,400
1984
1984
1982
35 AD 17 Public Works Improvements: 2,000
LF 8" sewer lines; 7,000 LF 8" water
main; 3/4-mile street and storm
drainage improvements; appurtenances.
75 AD 16 Public Works Improvements; 6,500
LF 8" sewer lines; 5,500 LF 6"-12"
water mains; hydropneumatic booster
station; 1.5 miles street and storm
drainage improvements; appurtenances.
652 AD 15 Sewer System; 21,400 LF 8"-10"
sewer lines; 4,650 LF 4"-6" laterals; 2
lift stations.
3,460,500 1982 345 AD 14 Sewer System; 49,600 LF 8"-10"
sewer-lines; 11,300 LF 4"-6" laterals;
lift station-
I-l
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
BIG BEAR LAKE SANITATION
DISTRICT* $ 1,621,000
466,000
448,000
357,000
488,498
167,231
46,834
197,000
48,000
1975
1974
1974
1973
1966
1964
1963
1962
1962
2,040 AD 10 Sewer System; 103,700 LF 6"-15"
sewer lines; 22,400 LF 4" laterals.
380 AD 13 .Sewer System: 26,600 LF 6"-8"
sewer lines; 3,100 LF 4" laterals.
363 AD 12 Sewer System: 25,000 LF 6"-8"
sewer lines; 4,300 LF 4" laterals.
342 AD 11 Sewer System; 26,050 LF 6"-10"
sewer lines; 4,300 LF 4" laterals.
656 AD 9 Sewer System: 43,235 LF 8"-12"
sewer lines; 10,796 LF 4"-6" laterals;
2 lift stations.
220 AD 8 Sewer System; 14,112 LF 4"-18"
sewer lines; 1,237 LF 6" force main;
lift station.
45 AD 7 Sewer System: 4,965 LF 6"-8"
sewer lines; 26,760 SF asphalt pavement
replacement.
N/A AD 5 Sewer System: 12,875 LF 3"-10"
sewer lines; 9,000 SF asphalt pavement
replacement; 1 sewage lift station.
N/A AD-6 Sewer System; 12,378 LF 6"-12"
sewer lines; 1,456 LF 4"-6" sewer
laterals; 31,510 SF asphalt pavement
replacement; 1 sewage lift station.
*System conveyed to City of Big Bear Lake, upon incorporation, in 1981,
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
CARLSBAD, CITY OF
Gene Donovan
City Engineer
619/438-5596
$ 5,120,000 Not
Applicable
21 AD 86-1 Palomar Airport Road; Street
improvements to Palomar Airport Road
(126' wide), approximately 1.0 mile,
including water, drainage, telephone,
gas and electric (1931 Act only),
(assessment engineering only).
11,462,000 1986 65 AD 85-2 College Boulevard: Street
improvements to College Boulevard
(102' wide), approximately 1.9 miles,
including water, sewer, drainage,
telephone, gas, electric, and
cable TV, (assessment engineering
only).
15,772,400 Not
Applicable
126 AD 85-1 Cannon Road; Street improve-
ments to Cannon Road, (102' wide),
approximately 2.9 miles, including
water, drainage, telephone, gas and
electric, and sewerage system
improvements, including pump station,
force main and 43,355 LF of 8"-36"
sewer line (1931 Act only),
(assessment engineering only).
1-3
Client
Proj ect
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
CHINO, CITY OF
Ray Wellington
Director of
Public Works
714/627-7577
$36,850,000
COLTON, CITY OF
Phil Elliott
City Manager
714/370-5051
Not
Applicable
2,500,000 1980
Not Preliminary Assessment District
Applicable Study (Southerly Industrial Area):
Preliminary evaulation of the major
public facility needs (backbone street,
water, sewer, industrial waste, and
storm drain improvements), costs
associated with the provision of those
improvements and funding methodologies
available to secure implementation of
the improvements for the development of
approximately 2,500 acres for
industrial use (study only).
215 AD 1978-2 Public Works Improvements:
Wastewater collection; water trans-
mission; street improvements; flood
control and drainage; and other general
improvement facilities (assessment
engineering only).
CORONA, CITY OF
Jim Wheaton
City Manager
714/736-2374
36,000
16,998,000
1976 48
Not Not
Available Available
AD 1975-1 Sewer System; 1,000 LF 8"
sewer lines; 320 LF 6" laterals
(assessment engineering only).
Sierra Del Pro Community Facilities
District (Mello-Roos): 1,500-acre
residential and neighborhood commercial
development, including park site and
improvements; fire station; water
reservoir; water filtration plant; and
wastewater treatment capacity (assess-
ment engineering only).
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
CORONA, CITY OF
(continued)
$ 570,000 1984-85
5,000
297,000
1984-85
1985
54,700,000 1985
14,187 Maintenance District No. 84-1. Street
Lighting; Ordinary and usual mainte-
nance, operation, and servicing for
city-wide street lighting system and
conversion to high-pressure sodium
lighting (assessment engineering only).
9 Maintenance District No. 84-2. Land-
scaping ; Landscaping maintenance for
various subdivided tracts.
2 Assessment District No. 84-1. Public
Works Improvements; Buy-in in for two
excluded parcels of AD 79-2 for water.^
sewer, flood control, street, and i
other public works improvements.
121 AD 79-2 Public Works Improvements,
1,460-Acre Residential, Commercial, and
Industrial Land Development; 56.200 LF
12"-30" water lines, 3 MG and 4 MG
buried concrete reservoirs, and 2.000
gpm water booster station; 46.000 LF
6"-18" sewer lines, 800 LF 4"-6"
laterals, chimney laterals, and
wastewater pump stations (2 MGD. 264
gpm. 120 gpm); 21.900 LF 8'x5' box
culverts, 1500 LF 8'x4' box culverts. 5
storm drain and 2 pipeline connections
to Arlington Flood Control Channel,
transition structures, concrete-lined
channels, and graded (earth diversion
channels; 5 miles of major and
1-5
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
CORONA, CITY OF
(continued)
CRESTLINE SANITATION DISTRICT
Tom Sutton
General Manager
714/538-1751
$10,000,000
903,000
$ 381,000
328,000
369,000
442,000
623,000
557,000
1981
1980
1976
1976
1976
1976
1975
1975
108
101
231
187
188
210
379
364
secondary streets, new bridges over
Riverside Freeway 91 and AT&SF
Railroad, 2 freeway access ramps,
widening 2 bridges over Arlington Flood
Control Channel, and widening an
existing railroad grade crossing; and
underground telephone, gas. and
electric facilities in all streets and
hookups to existing facilities.
AD 80-1 Sewer System; capacity rights
to Santa Ana Regional Interceptor
(assessment engineering only).
AD 79-1. Fire Station No. 4: Con-
struction of 4-bay fire station.
AD 12 Sewer System; 16,550 LF 6"-8"
sewer lines; 1,455 LF 4" laterals.
AD 11 Sewer System; 13,900 LF 6"-8"
sewer lines; 1,576 LF 4" laterals.
AD 10 Sewer System: 14,355 LF 6"-8"
sewer lines; 2,325 LF 4" laterals.
AD 9 Sewer System; 17,409 LF 6"-8"
sewer lines; 2,460 LF 4" laterals.
AD 8 Sewer System: 28,217 LF 6"-8"
sewer lines; 1.947 LF 4" laterals.
AD 6 Sewer System; 25,736 LF 6"-8"
sewer lines; 3.276 LF 4" laterals.
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
CRESTLINE SANITATION DISTRICT
(continued)
DESERT HOT SPRINGS COUNTY
WATER DISTRICT
Richard Dippner
General Manager
619/329-6498
$ 1,203.867
572.000
604,512
687,000
800,000
650,000
460,000
350,000
1,639,000
914,000
1973
1967
1967
1967
1985
1984
1982
1982
1977
1972
480 AD 5 Sewer System: 86,290 LF 8"-12"
sewer lines; 12,840 LF 4"-6" laterals.
523 AD 4 Sewer System; 37,559 LF 8"-10"
sewer lines; 6,176 LF 4" laterals.
524 AD 3 Sewer System; 34,924 LF 6"-8"
sewer lines; 4,056 LF 4"-6" laterals.
551 AD 2 Sewer System; 42,543 LF sewer
lines; 5,289 LF 4"-6" laterals; pump
station.
Ill AD 8 Sewer System; Planning stage. .,
160 AD 7 Sewer System; 7,290 LF 8" sewer
lines; 5,240 LF 4" laterals.
165 AD 5 Water System; 11.410 LF 16" water
lines.
102 AD 4 Sewer System: 3.975 LF 8" sewer
lines; 3,375 LF 4" laterals.
2,103 AD 3 Sewer System: 43,000 LF 8"-10"
sewer lines; 51,821 LF 4"-6" laterals.
877 AD 1 Sewer System; 48,515 LF 8"-15"
sewer lines; 28.774 LF 4"-6" laterals.
1-7
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
ELSINORE VALLEY MUNICIPAL
WATER DISTRICT
Jim Laughlin
General Manager
714/674-3146
373.900 1984 116 AD 84-1 Sewer and Water Systems;
Capacity rights for conveyance,
treatment, and disposal of wastewater
and storage of water for domestic use
and fire protection (assessment
engineering only).
ESCONDIDO. CITY OF
Dennis Wilson
Public Works Director
619/741-4651
102.300 1984-85
8,326.000 1983
20 Maintenance District No. 1. Reidy
Creek: irrigation system for 4.150 LF
environmental channel; 50.000 SF
aquatic landscaping; 470,000 SF
riparian landscaping; 340,000 SF upland
landscaping.
45 AD 2-1980 Public Works Improvements,
145-Acre Land Development; 7,800 LF
8"-24" sewer lines; 12,800 LF 8"-12"
water lines, including 6 connections to
existing lines; 4150'xl15'xl5'
environmental channel, 3,800 LF 18"-48"
storm drainage pipelines, 900 LF
7'x6'-12'xlO' box culverts, and 2,000
LF 24"xl2" concrete brow ditch; 2 miles
of streets and intersection
improvements; and underground
telephone, cable TV. gas and electric
facilities (assessment engineering
only).
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
ESCONDIDO. CITY OF
(continued)
73.000 1973
70,000
128,000
209,000
1971
1970
1969
13 AD 1-1971 Street Improvements; 1.25
miles street improvements, 13,753 LF
curbs and gutters; 2,856 LF 8" sewer
lines; 3,637 LF 8" water lines; 2.808
LF 18"-48" storm drain; 18 fire
hydrants; sidewalks and driveways.
N/A AD 4-1970 Street Improvements: 0.5
miles street improvements, 2.701 LF
curbs and gutters; fire hydrants.
N/A AD 1-1964 Sewer System: 6,994 LF
8"-15" sewer lines.
N/A AD 1-1968 Street Improvements: 1.9
miles street improvem.ents, 10,218 LF
curbs and gutters; 83 LF 18" storm
drain; sidewalks.
111,000 1969 N/A AD 2-1968 Street Improvements; 0.8
miles street improvements. 4,310 LF
curbs and gutters; 862 LF 8" sewer
lines; 2,114 LF 6" water lines; water
lines; 143 LF storm drain.
HEMET, CITY OF
Lyle Alberg
City Manager
714/658-9411
149.150 1967 34 AD 64-3 Public Works Improvements;
2,941 LF 4"-8" sewer lines; 4,518 4"-8"
water mains; fire hydrants, service
lines, meter boxes; 37.906 SF driveway
approaches, sidewalks, cross gutters;
7,528 LF curbs and gutters; 236 LF
drainage box culvert and asphalt lined
drainage ditch; street paving, street
name and warning signs; appurtenances.
1-9
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
HEMET. CITY OF
(continued)
259.382 1966 162
253,860
174,332
LAKE ARROWHEAD SANITATION
DISTRICT
Don Mauk
Manager. LACSD
714/337-6141
1,119,000
608.000
864,000
1965
1965
1983
1975
1975
125
122
54
456
568
AD 64-2 Public Works Improvements;
6,934 LF 4"-10" sewer lines; 9.797 LF
6"-10" water mains; fire hydrants,
service lines, meter boxes; 126,325 SF
driveway and alley approaches,
sidewalks, cross gutters; 23,467 curbs,
gutters, and storm drains; street
paving; appurtenances.
AD 64-4 Public Works Improvements;
7,938 LF 4"-10" sewer lines; 45 LF 8"
water main; 61,676 SF driveway
approaches, sidewalks, cross gutters;
18.578 LF curbs and gutters; street
paving; appurtenances.
AD 64-1 Public Works Improvements:
10.300 LF 4"-8" sewer lines; 4.040 LF
6"-10" water mains; 42,500 SF driveway
approaches, sidewalks, cross gutters;
8,420 LF curbs and gutters; street
paving, street name and warning signs;
appurtenances.
AD 8 Sewer System: 27.000 LF 8" sewer
lines; 800 LF 6" force main; pump
station.
AD 6 Sewer System: 28.834 LF 6"-8"
sewer lines; 2,950 LF 4" laterals.
AD 3 Sewer System: 35,370 LF 3"-8"
sewer lines; 5,200 LF 4" laterals; 2
lift stations.
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
LAKE ARROWHEAD SANITATION
DISTRICT (continued) ,
LAKE HEMET MUNICIPAL
WATER DISTRICT
Leonard Hale
General Manger
714/658-3241
$ 421,000
477,552
1974
1967
349
435
AD 5 Sewer System: 19.472 LF 6"-8"
sewer lines; 2.640 LF 4" laterals.
AD 2 Sewer System: 34,787 LF 6"-8"
sewer lines; 3.451 LF 4"-6" laterals,
400.000 1965 205 AD 65-1 Sewer System: 16,622 LF 8"
sewer lines; 20 LF 4"-6" laterals;
11,400 LF pavement replacement;
appurtenances.
300,000 1969 381 AD.69-1 Sewer System: 40,996 LF 4"-8"
sewer lines.
153.000 1969 230 AD 68-1 Sewer System; 23,468 LF 4"-8"
sewer lines.
201.000 1968 456 AD 65-2 Sewer System: 39,952 LF 4"-8"
sewer lines.
197,000 1967 501 AD 66-1 Sewer System: 38,222 LF 6"-8"
sewer lines.
234,000 1966 571 AD 65-1 Sewer System: 44,473 LF 6"-8"
sewer lines.
149,000 1965 404 AD 64-1 Sewer System: 31,754 LF 6"-8"
sewer lines.
I-ll
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
LOMA LINDA SANITATION
DISTRICT
City of Loma Linda
City Engineer
714/796-2531
$ 170,000
N/A
1967
1966
437 AD 67-1 Sewer System: 20,912 LF 8"-12"
sewer lines; 5.968 LF 4"-6" laterals.
N/A AD 66-1 Sewer System: 6.526 LF 8"
sewer line; 155 LF 4"-6" laterals;
7,452 LF pavement replacement;
appurtenances.
PERRIS, CITY OF
Robert Briscoe
City Manager
714/657-5115
PLACER, COUNTY OF
Public Works Director
916/823-4515
RAMONA MUNICIPAL WATER
DISTRICT
John Stratford
General Manager
619/789-1330
17,350 1984-85
1,085,000
516,900
680,000
1975
1984
1983
403 Maintenance District 84-1, Street
Lighting: Ordinary and usual mainte-
nance, operation, and servicing of 79
street lights, 9,400-22,000 lumens;
fiscal year 1984-85 (cost estimating,
assessment engineering only).
240 AD A-83 Public Works Improvements;
13,453 LF 6"-8" sewer lines; 12,217 LF
4"-12" water lines; 791 LF 18"x40"x33"
drain pipe; 5,085 LF 6" subdrain pipe;
16 fire hydrants.
18 AD 83-1 Water System; 9,300 LF 10"
water line (assessment engineering
only).
163 AD 82-1 Sewer System: 11,599 LF 8"
sewer line; 138 laterals; payment
dwelling unit equivalent charges
(assessment engineering only).
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
RENO, CITY OF
Robert Jackson
Public Works Director
702/785-2020
$ 3,860,700 1985 155 AD 1984-2 Street Improvements:
Downtown redevelopment project,
planning stage (assessment engineering
only).
RIVERSIDE, COUNTY OF
Ivan Tennant
Road Commissioner
714/787-2434
930,065 1985 24
RUBIDOUX COMMUNITY
SERVICES DISTRICT
Hank Snyder
General Manager
714/684-7580
675,707
186,000
1969
1968
2,937
327
AD 149 (San Sevaine Way) Street
Improvements; Extension, widening
and/or modifications to San Sevaine Way
(88' wide), approximately 1.0 mile,
and Bain Street (75' wide), approx-
imately 0.30 mile (assessment
engineering only).
AD 130 Gas Pipe, Mead Valley; 168,960
LF 2"-4" natural gas pipeline.
AD 5 Sewer System; 21,093 LF 4.!'-8"
sewer lines; 643 LF 4" force main; lift
station.
RUNNING SPRINGS WATER DISTRICT
Jim Towns
General Manager
714/867-2766
$ 1,030,000
667,000
385,000
619,000
1974
1974
1972
1972
540 AD 7 Sewer System: 65,200 LF 6"-8"
sewer lines; 11,700 LF 4" laterals,
625 AD 6 Sewer System; 47,200 LF 3"-8"
sewer lines; 7,000 LF 4" laterals.
561 AD 5 Sewer System: 26,600 LF 6"-8"
sewer lines; 6,350 LF 4"-6" laterals.
631 AD 4 Sewer System: 48,221 LF 6"-10"
sewer lines; 9,871 LF 4"-6" laterals.
1-13
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
RUNNING SPRINGS WATER DISTRICT
(continued)
356,000
362,000
378,000
1971
1970
1970
458
507
472
AD 3 Sewer System: 28,064 LF 6"-8"
sewer lines; 4,371 LF 4" laterals.
AD 2 Sewer System; 33,992 LF 4"-8"
sewer linesi
AD 1 Sewer System; 35,230 LF 4"-8"
sewer lines; 547 LF 4" force main.
SAN BERNARDINO, CITY OF
Roger Hardgrave
Public Works Director
714/383-5025
SAN BERNARDINO, COUNTY OF
Dick Ricker, Chino Valley
Regional Manager
714/988-1542
3,000,000 1980
30,000,000 1986
200 AD 5861 Public Works Improvements,
200-Lot Low-Cost Housing Project:
sewer and water lines; flood control
and drainage; street improvements; and
underground utilities (assessment
engineering only).
1,233 AD 86-1 Public Works Improvements,
5,750-Acre Chino Hills Residential,
Commercial, and Industrial Development:
Wastewater collection, water,
transmission; flood control and
drainage; streets; and other general
and other general improvement
facilities. (The second in a series of
assessment districts, Mello-Roos
Community Services District, and
utility revenue districts to fund the
construction of over $220 million in
public works improvements).
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
SAN BERNARDINO, COUNTY OF
(continued)
$41,900,000 1985
SAN JACINTO. CITY OF
Ross Namar
City Manager
714/654-7337
273.000 1966
185,000 1966
222 AD 85-1 Public Works Improvements,
6,700-Acre Chino Hills Residential,
Commercial, and Industrial Development:
Wastewater collection, treatment and
reclamation; water supply storage and
transmission; fire protection; flood
control and drainage; streets and
highways; parks and public buildings;
and other general improvement
facilities. (The first of a series of
assessment districts. Mello-Roos
Community Services Districts, and-
utility revenue districts to fund the
construction of over $220 million in
public works improvements).
284 AD 65-3 Street Improvements: 2.0 miles
street improvements, 18,565 LF curbs
and gutters; 10.873 LF 4"-8" sewer
lines; 824 LF 4"-10" water lines; 8
fire hydrants.
247 AD 65-2 Street Improvements: 1.9 miles
street improvements. 14.786 LF curbs
and gutters; 10,183 LF 4"-8" sewer
lines; 4,785 LF 4"-6" water lines;
2,382 LF.copper service lines, 2,313 LF
3/4"-l" polyethylene pipe; driveways,
alley aprons, sidewalks.
1-15
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
SAN JACINTO, CITY OF
(continued)
$ 275.000 1965
71.000
SAN MARCOS COUNTY
WATER DISTRICT
Bill Rucker
General Manager
619/744-0460
3,400.000
2,212.582
644,700
2,300,000
1964
1981
1978
1978
1976
454 AD 65-1 Street Improvements; 2.7 miles
street improvements, 21,511 LF curbs
and gutters; 14.452 LF 4"-10" sewer
lines; 2.390 LF 4"-6" water lines.
2,378 LF 3/4"-l" copper service lines;
5 fire hydrants; driveways, alley
aprons, sidewalks.
160 AD 64-1 Street Improvements: 1.25
miles street improvements, 8.392 LF
curbs and gutters; 7.096 LF sewer
lines.
232 AD 76-2 Water System; 4 MG steel tank;
51.000 LF 6"-12" water lines; pumping
and chlorination facilities; 33 fire
hydrants.
78 AD 76-3 Water System; 2.75 MG steel
tank; 17,677 LF 16"-30" water lines;
chlorination facility; pressure
reducing and metering stations.
28 AD 76-1 Water System: 1.0 MG steel
tank; 3,740 LF 24" water lines;
metering and telemetry stations.
57 AD 75-1 Water System; Two 1.25 MG
steel tanks; 48.031 LF 8"-18" water
lines; pump and cathodic test stations.
Client
Proj ect
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
SANTA ROSA COMMUNITY
SERVICES DISTRICT
John Schulte
Manager-Engineer
714/676-2646
VALLEY CENTER MUNICIPAL
WATER DISTRICT
John Hennigar
General Manager
619/749-1600
$ 1,848,700
933,000
1985
1978
289
11
AD 85-1 Street Improvements; 0.6 miles
of improvements to existing 22' wide
paved road; 4.8 miles of new 22' wide
paved road; 1.4 miles of new 16' wide
paved road (assessment engineer,
design, survey and construction
management).
AD 78-1 Water System: 1.0 MG water
tank; 12,060 LF 8"-16" water lines;
pump station modifications.
YUCAIPA VALLEY WATER DISTRICT
Ed Magyar
General Manager
714/797-5117
3.000,100
3,800,000
2.800.000
3.400.000
4,050.000
3.430.000
1986
1986
1986
1986
1986
1986
508 AD 9 Sewer System:
lines; 12,500 LF 4"
779 AD 8 Sewer System:
lines; 18.000 LF 4"
399 AD 6 Sewer System;
lines; 12.000 LF 4"
698 AD 5 Sewer System:
lines; 15.000 LF 4"
1,209 AD 3 Sewer System:
lines; 28.600 LF 4"-
757 AD 11 Sewer System:
lines; 18,500 4"-6"
47,000 LF 8" sewer
-6" laterals.
60.000 LF 8" sewer
-6" laterals.
45,300 LF 8" sewer
-6" laterals.
53,000 LF 8" sewer
laterals.
55,500 LF 8"-10"
-6" laterals.
53,600 LF 8" sewer
laterals.
1-17
Client
Project
Cost
Construction
Contract
Date
Number
of
Parcels
Project Title
and
Design Features
YUCAIPA VALLEY
WATER DISTRICT
(continued)
$ 2,205,000
2,620,000
2,530,000
32,934,200
1,521,000
1,437,300
882,500
1,739.300
1985
1985
1985
1984
1978
1978
1978
1977
398
547
590
11.000
693
428
414
700
AD 12 Sewer System; 36,400 LF 8" sewer
lines; 6,400 LF 4"-6" laterals.
AD 10 Sewer System; 42,200 LF 8" sewer
lines; 13,500 LF 4"-6" laterals.
AD 7 Sewer System; 37,200 LF 8" sewer
lines; 13,500 LF 4"-6" laterals.
AD 20 Regional Sewage Treatment System;
3.0 MGD wastewater treatment plant;
septage disposal system; 4 pump
stations; 155,965 LF 4"-24" sewer
lines; 18,450 LF 4"-6" laterals.
AD 4 Sewer System: 48,709 LF 8" sewer
lines; 18,071 LF 4"-6" laterals.
AD 1 Sewer System; 54,813 LF 8" sewer
lines; 9,877 LF 4" laterals.
AD 13 Sewer System; 30,563 LF 8" sewer
lines; 12,230 LF 4" laterals. '
AD 2 Sewer System; 53,929 LF 8"-15"
sewer lines; 16,392 LF 4"-6" laterals.