HomeMy WebLinkAbout3184; CANNON ROAD WEST; INVESTIGATION REPORT; 1985-04-01-
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I CITY OF CARLSBAD
I ASSESSMENT DISTRICT NO. 85-1
- (COLLEGE /CANNON),
I INVESTIGATION REPORT
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- Pursuant to Special Assessment Investigation,
I Limitation and Majority Protest Act of 1931 -
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I - April 1985 -
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- Engineer of Work: • •
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S NESTE, BRUDIN.& STONE INCORPORATED
Engineers -- Planners -
Diego, California
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. AGENCY: CITY OF CARLSBAD ..
I PROJECT: ASSESSMENT DISTRICT NO. 85-1
(COLLEGE/CANNON)
.. TO: CIT.Y COUNCIL -
CITY OF CARLSBAD
I INVESTIGATION REPORT
"Special Pursuant to the provisions of the, Assessment Inves
tigàtion, Limitation and Majority Protest-Act of 1931," being
Part 2, Division 4 of the Streets and Highways Code. of. the I State of California, and in accordance with an order of the
legislative body. of. the CITY OFCARLSBAD, adopted on the
:day of •1 , 198.5, Isubmit ..herewith _the.. following
I Report
I DATED this:. day of , 1985
NESTE, BRUDIN & STONE INC
I ENGINEER OF WORK
.CITY OF CARLSBAD
STATE OF CALIFORNIA.....
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Reportapproved the. day àf . 1985, by the City
Counbil- and filed in the Office of -the City Clerk of- the City -
Council on the day of .. 1985.
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CITY CLERK. .
CITY OF CARLSBAD .
-. .... STATE OF CALIFORNIA
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• REPORT
SECTION 1. That the works, of improvement proposed herein are to
be constructed in a special wassessment district
known:and designated as
ASSESSMENT' DISTRICT NO. 85-1
(COLLEGE/CANNON) .
(hereinafter referred, to as the "Assessment
District"). '• .. . . ,
SECTION .2. The following Report is made and filed herein
pursuant to the order of the legislative body by
the duly appointed ENGINEER OF WORK
SECTION 3. 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 '- , , 1985, and on a.
plat or diagram entitled
"PROPOSED BOUNDARIES OF
ASSESSMENT DISTRICT NO 85-1"
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
SECTION 4.' The estimated cost of,"thë' proposed improvements is
as shown on Exhibit "A" attached hereto and made a
part hereof.
SECTION 5. ' 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 ievied'upon each parcel of
land -.to 'be:assessed for' said -improvements, and the
as near 'as may. 'be determined of the total ,amount
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 contemplated in the ,'that
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 fo, both the land' and improvements,
as defined by—Article XIIIA of 'the California
'Constitution, and., as ' shown upon the las equalized
assessment roll of the County.
SECTION 7. The total estimated amount of assessment tinder this
proceeding is $35,922,250.
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' upaid"assëssments, and the
"last. installment of said bonds' shall mature' a
'maximum of -TWENTY FOUR (24)-YEARS- from the '2nd day
of July next ..succeeding ten (10) months from.-their'
date. 'Said'bonds, shall. bear interest at rate not to
exceed the durrent 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.
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SECTION 10. The redemption : proi'sions ' of 'said .bànds shall
provide for payment of 'a premium of 'five percent *
(5%) of the unmaturedprincipal 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.. '' That the 'generalnáture, location and extent of the
proposed., wo'r'k-s of -ithpro'veme'nt 'for,, this,Assessment
District, 'together' with appurtenance's , and appurte-
nant".work, is as set" forth" in Exhibit; "D!' attached
hereto and by reference made a part hereof.
SECTION 13. That a statement and explanationof 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 .
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COST ESTIMATE
EXHIBIT "A"
OF CARLSBAD : I CITY
- ASSESSMENT DISTRICT NO. 85-1
(COLLEGE/CANNON)
I PUBLIC WORKS OF CONSTRUCTION
Construction Item Quantity Unit Cost Item Cost
Street Improvements -. - - -
Medians w/Median Landscaping 433,300 1 50 SF 649,950 I 12' Paving (each side of median)..618,000 3.00, SF 1,854,000
Type B-i Curb 51,500 11 00 LF 566,500
Street Signs/Mon./Misc.. . LS 24,019
l Grading - Full 382,237 3.00 CV 1,146,711
(Export or Import) 687,770 6 00 CY 4,126,620
Subtotal . $ 82367,800
20' Paving (on each side) 586,450 MO SF 1,759,350 I Type G Curb 31,700 12 00 LF 380,400
Street Lights 79 3',000.00 EA 237,000
Sidewalks 158,500 3-.O0 SF 475,500 I Parkway Landscaping 6342000 0 70 SF 443,800
Subtotal 3,296,050
Underground Utilities 152850 40 00 LF 634,000
I Water - ACP/Valves 15,850 45 00 LF - 713,250
Storm Drain
Storm Drain Pipe/Cleanouts 25,750 30 00 LF 772,500
Energy Dissipator/Rock Slope Protection LS 177,000 I Subtotal 949,500
Traffic Signal 8 100,000 00 EA 800,000
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Bridge
Sewer
LS 4,160,000
8", 10,' & 12" Sewer 14,750 30.'00 LF 442,500
18" Sewer LS 351,100
24" Sewer LS .. 1,044,000 -
• .21" and 30" Sewer . -. LS -. 580,000 .
Pumping Station . .. LS 1,400,000 --
Force Main LS 240,000 I Subtotal 4,057,600
Subtotal Construction Cost $22,978,200
. Escalation to 1986 Construction S -- 2,297,800
I Construction Contingency 2,528,000
TOTAL PUBLIC WORKS OF CONSTRUCTION. - - . $27,804,000
II RIGHT-OF-WAY 1,401,600
II INCIDENTAL EXPENSE 5,283,000 I I
Subtotal $34,488,600
IV. LESS CASH CONTRIBUTION - -. - : 3,720,500
Subtotal ., $30,768,100
V FINANCING COST 5,154,150
TOTAL AMOUNT ASSESSED $35,922,250
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ICOST ESTIMATE
REACH A CONSTRUCTION COST
• EXHIBIT "A-i"
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.. CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 85-1
(COLLEGE/CANNON)
I Construction Item Quantity Unit Cost Item Cost
Street Improvements . . . . . -.
Medians w/Median Landscaping 40,935 1.50 SF 61,403 I 12' Paving (each side of median) 60,000 3.00 SF 180,000
Type B-1 .Curb 5,000 11 .'00 LF 55,000
Street Signs/Mon /Misc LS 3,097
1 Grading - Full 3.00 CY 0
(Export or Import) 170,000 6 00 CY 1,020,000
Subtotal $ 1,319,500
20' Paving (on each side) 92,500 3.00 SF 277,500 U Type G Curb 5,000 12 00 LF 60,000
Street Lights : 5 3,000.00 EA 15,000
I Sidewalks
Parkway Landscaping
25,000
100,000
3 00
0.7.0
SF
SF
75,000
70,000
Subtotal 497,500
Underground Utilities 2,500 40.00 LF 100,000
I Water— ACP/Valves 2,500 45.00 LF 112,500
Storm Drain
Storm Drain Pipe/Cleanouts 2,500 30 00 LF 75,000
Energy Dissipator/Rock Slope Protection LS 17,000 I Subtotal 92,000
Traffic Signal 1 100,000 00 EA 100,000
I Bridge
Sewer. 2$00 30.-00
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75,000
TOTAL CONSTRUCTION COST $ 2,296,500
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1 .COST ESTIMATE '
REACH B CONSTRUCTION COST
EXHIBIT "A-2"
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- CITY OF CARLSBAD . S
ASSESSMENT DISTRICT NO. 85-1
(COLLEGE/CANNON)
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Construction Item S Quantity. Unit Cost Item Cot
Street Improvements . . . . . -•
Medians w/Median Landscaping . 53,215 . 1.50 SF
. I 12' Paving (each side of median) 78,000 1.00, SF 234,000
Type B-i Curb . . . '
, ' •6,500 .11 .00 LF.: . .., 71 ,500
Street Signs/Mon./Misc. - LS 2,962
I. Grading- Full .5
. . '182,237 .. 3.00'-CY 546,711.
(Export or Import) .. . 167;770 . ... : 6.00 CV, 1,006,620:
Subtotal '5 . .
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. ', $ 1 2941,616
120,250. 3.00 SF '. 360,750 I ,
' 20' Paving (on each side) ."'
Type'G Curb , ' S , , . 6,504 .12.00
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LF . '78,050 -
'Street Lights - . . S . .
5 7 3,000.00 EA . - ' 21,000 ' S
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. Sidewalks . . S
Parkway Landscaping - '5
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' . 32,500. .'
130,000 -
3.00
. ' •. 0.70....-.
SF
SF
. - 97,500
::• 91,000 '
Subtotal 648,300
Underground Utilities 3,250 40'.00 LF 130,000
Water — ACP/Valves:. . ' 3,250 '. ,. ' .. , . 245.00 LF ,', . ' . S
' 146,250 ,
Storm Drain
Storm Drain Pipe/Cleanouts '
: , . . 3,250 ' ' "30.00'LF . -97500 . . 0
. Energy Dissipator/Rock Slope Protection ' LS, - 203000 I Subtotal 117,500
Traffic Signal
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o 1-1/3 -100,000.00 EA
Bridge
Sewer,
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3 250 . 2 ' :30.00..LF
LS : . . , ,
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. 97,500
TOTAL CONSTRUCTION -COST ,
- $ 3,214,500
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. COST ESTIMATE .
REACH C CONSTRUCTION COST
EXHIBIT "A-3"
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CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 85-1
(COLLEGE/CANNON) . .
I Construction Item Quantity Unit Cost Item Cost
Street Improvements
Medians w/Median Landscaping 16,830 1.50 SF 25,245 I 12' Paving (each side of median) 24,000 31.00 SF 72,000
Type B-i Curb 2,000 ii 00 LF 22,000
Street Signs/Mon /Misc LS 955
I Grading - Full 40,000 3.00 CY 120,000
(Export or Import) .6 .00 CV 0
Subtotal $ 240,200
20' Paving (on each side) 37,000 3.00 SF 111,000 I Type G Curb 2,000 12.00 LF 24,000
Street Lights 7 3,000 00 EA 21,000
Sidewalks 10,000 3.100 SF 30,000 l Parkway Landscaping 40,000 0.70 SF 28,000
Subtotal 214,000
Underground Utilities 1,000 40.00 LF 40,000
I Water - ACP/Valves 1,000 45.00 LF 45,000
Storm Drain
Storm Drain Pipe/Cleanouts 1,000 -30.00 LF 30,000
Energy Dissipator/Rock Slope Protection LS 20,000 I Subtotal 50,000
Traffic Signal 1 100,000 00 EA 100,000
I Bridge
Sewer 1,000 30 00
LS
LF
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30,000
TOTAL CONSTRUCTION COST : . .: . . $ 719,200
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COST ESTIMATE
REACH D CONSTRUCTION COST
EXHIBIT I!A_4II
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CITY OF CARLSBAD '
ASSESSMENT DISTRICT NO. 85-1
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.(COLLEGE/CANNON)
I ' Construction Item .. ' . . . . •. Quantity . Unit Cost 'Item Cost '
Street Improvements
Medians w/Median Landscaping ' ' ' . '' 67,320' .. ' '1.50 SF' ' 100,980 I ".
12' Paving (each side of median) ' .' ' 96,000 ,' .'' 3.00 SF' . -288OOO '
Type B-i Curb ' ' , :. , . ' ' .' 8 2000 . :1i.oOLF,, 88,000 ..
Street Signs/Mon./Misc. LS 42000
I Grading - Full ' . '' 160,000 ..' ' 3.00 CY . 480000
(Export or Import) ., .' ' ' ' . '•, 6.00 CY .. ' 0' '
S,btotal " ' . .. .: .: '' .: . ' . s.. :960,980
20' Paving (on each side) , ' , 11+8,000 . ' ' 300 SF 444,000 . '.
Type C Curb , ' ' . '
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. ' 8,000 ' ;. 12.00 LF ' 962000
Street Lights , . ' ' 29 ' ' 3,000.00 EA . 87,000
Sidewalks . .. " . , .' '. ' ' 40,000 ' : 3.00 SF . . 120,000 I •'
Parkway Landscaping , ' : ' 160,000 . '. . 0.70SF 112,000 .
Subtotal 859,000
Underground Utilities 4,000 1+0 00 LF 160,000
I - ACP/Valves . ' . . . ,Water ' , '. ' '.' 4,000 .'. 45.00 LF, . . . . 180,000
Storm Drain Pipe/Cleanouts 4,000 30.00. LF 120,000
Traffic Signal '2-1/3 ' ' , ,
100,000.00 LS '. ", ' 233,333
Bridge ' , ' ' . . . . . . ' . . . . .'. ' LS . . . , '. 1,260,387 I' Sewer ' ' . . . . . ' ,000 ' ' . 30.00 LF "' . . ... '' 1203000
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TOTAL CONSTRUCTION COST $ 3,8932700
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COST ESTIMATE
REACH E CONSTRUCTION COST
EXHIBIT "A-S"
I CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 85-1
I (COLLEGE/CANNON)
I Construction Item Quantity Unit Cost Item Cost
Street Improvements
Medians w/Median Landscaping 68,000 1 50 SF 102,000 I 12' Paving (each side of median) 96,000 3.00. SF 288,000
Type B-i Curb 8,000 11 00 LF 88,000
Street Signs/Mon./Misc. LS 4,667 I Grading - Full 3.00 CV 0
(Export or Import) 50,000 .6 .00 CV 300,000
Safety Lighting 8 3,000 00 EA 24,000
Subtotal $ 806,667 I Underground Utilities 0
Water 0
Storm Drain I Storm Drain Pipe/Cleanouts 4,000 30 00 LF 120,000
Energy Dissipator/Rock Slope Protection LS 20,000
Subtotal 140,000
I Traffic Signal 1-1/3 100,000 00 EA 133,333
Bridge LS 0
Sewer 4,000 30 00 LF 120,000
I TOTAL CONSTRUCTION COST $ 1,200,000
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COST ESTIMATE
• REACH F CONSTRUCTION COST
EXHIBIT "A-6"
I . .CITY OF CARLSBAD .
ASSESSMENT DISTRICT NO. 8571
(COLLEGE/CANNON)
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Construction Item Quantity Unit Cost Item Cost
Street Improvements .
. Medians w/Median Landscaping
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. 86,700 .
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. 1.50 SF . 130,050 I 12' Paving. (each side of median) 122,1+00
.. . . 101200..........11.00.LF
3.00 SF;
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. 367,200
Type B-i Curb . •. . ..... 112,200 .
Street Signs/Mon./Misc.
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LS 5,050
. 0 I Grading - Full .
200,000
3.00 CV
(Export or Import)
Subtotal • •
.. • .6.00
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CV .
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1,200,000
• . . $ 1,811+,500 . ... . . . .
. .. 3.00 566,100 •
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20' Paving (on each side) .188,700
. . .:. . 10,200
SF .
LF . . I Type Curb
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12.00 122,1+00
. . 33,000 Street Lights .
Sidewalks • • . .
3,000.00 EA :
. , 51,000. . •3.00
. . 0.70
SF . 153,000 I .
Parkway Landscapi . ng
Subtotal . .. -
, 201+,000 . SF
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11+2,800
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Underground Utilities •
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: 5,100 .
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. kO.00LF . .. . ., . . .
1,017,300
- ACP/Valves , . k5.00 LF , .. . .
. 204,000
. 229,500
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Water .• .
Storm Drain •
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•' ' 5,100
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. '. 5,100
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. '30.00LF .
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. . Storm Drain Pipe/Cleanouts
Dissipator/Rock Slope Protection/ • • •
153,000
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Energy
Retaining Walls . .
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100,000 .
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Subtotal • . .
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Traffic Signal •, .
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.100,000 I .
Bridge • .
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Sewer . . . • • LS
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719,200
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. . . .• $.5,737,500
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COST ESTIMATE
REACH G CONSTRUCTION COST
EXHIBIT"A-7"
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 85-1..
I (COLLEGE/CANNON)
I Construction Item Quantity Unit Cost Item Cost
Street Improvements
Medians w/Median Landscaping 100,300 1 50 SF 150,450 I 12' Paving (each side of median) 141,600 3.00 SF 424,800
Type B-i Curb 1,111,800 11.00 LF 129,800
Street Signs/Mon /M,sc LS 2,950 I Grading - Full 3.00 CV 0
(Export or Import) 100,000 ' .6 .00 CY 600,000
Safety Lighting 12 3,000 00 EA 36,000
Subtotal $ 1,344,000 I Undergrou nd Utilities 0
Water 0
Storm Drain Pipe/Cleanouts 5,900 30.00 LF 177,000 I Traffic Signal LS 0
Bridge LS 1,500,000
Sewer
1 Force Main LS 240,000
Pump Station LS 1,400,000
Subtotal 1,640,000
I TOTAL CONSTRUCTION COST $ 4,661,000
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COST ESTIMATE. .
REACH H CONSTRUCTION COST
EXHIBIT "A-8"
I : CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. .85-1
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(COLLEGE/CANNON) . S
I Construction Item Quantity Unit Cost Item Cost
Street Improvements :. . S $
. Underground Utilities -. S S .: 0 I Water 0
Storm Drain
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Traffic Signal
Bridge
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0
Sewer LS 324,800
TOTAL CONSTRUCTION COST $ 324,800
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' COST ESTIMATE S
• REACH I CONSTRUCTION COST
EXHIBIT "A-9"
I • S. CITY OF CARLSBAD .
ASSESSMENT DISTRICT NO. 85-1
I (COLLEGE/CANNON)
I Construction Item Quantity Unit Cost Item Cost
Street Improvements • . - - S S 0
Underground Utilities 0 I Water 0
Storm Drain 0
Traffic Signal 0
I Bridge .• 2 . 0 '• ' - 0
Sewer LS 580,000
I TOTAL CONSTRUCTION COST $ 580,000
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I COST ESTIMATE
REACH J CONSTRUCTION COST
EXHIBIT "A-b" .
I CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 85-1 :
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(COLLEGE/CANNON)
I Construction Item Quantity Unit Cost Item Cost
Street Improvements $ o
Underground Utilities 0 I Water 0
Storm Drain.0 ' Traffic Signal 0
Bridge 0
Sewer LS 351,000-
TOTAL CONSTRUCTION COST $ 351,000
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COST ESTIMATE
SUMMARY BY BENEFIT ZONE
EXHIBIT "A"-ll"
CITY OF CARLSBAD
- - ASSESSMENT DISTRICT NO. 85-1
(COLLEGE/CANNON)
Area Benefit Frontage Benefit
Grand Total Zone 1 Zone 2 'Zone 3 Zone 4 Zone 7 Zone 5 Zone 6
1. Construction Items
Reach A $ 2,296,500 $ 1,724,000 $ 75,000 $ 497,500
Reach B 3,214,500 2,468,700 97,500 648,300
Reach C 719,200 4752200 30,000 214,000
Reach D 3,893,700 2,374,700 120,000 1,399,000
Reach E 1,200,000 1,080,000 - 120,000
Reach F 5,737,500 2,967,500 719,200 433,500 1,617,300
Reach C 4,661,000 3,021,000 1,640,000
Reach H 324,800 324,800
Reach I 580,000 580,000
Reach J 351,000 351,000
Subtotal Construction Cost $22,978,200 $ 7,042,600 $ 1,080,000 $ 5,988,500 $ 4,057,500 $ 433,500 $ 2,758,800 $ 1,617,300
Escalation to 1986 Construction:,2,297,800 704,000 108,000 599,000 406,000 43,000 275,800 162,000
Construction Contingency 2,528,000 ' 775,600 119,000 658,000 ' 446,500 ' 48,000 303,200 177,700
Total Construction $27,804,000 $ 8,522,200 $ 1007,000 $ 7,245,500 $ 4,910,000 $ 524,500 $ 3,337,800 $ 1,957,000
II Right-of-Way 1,401,600 734,200 281,000 386,400
III Incidental Expense 5,283,000 1,619,000 248,000 1,376,000 933,000 100,000 635,000 372,000
Subtotal ' $34,488,600 $10,875,400 $ 1,836,000 $ 9,007,900 '$5,843,000 $ 624,500 $ 3,972,800 $ 2,329,000
I.V. Less Cash Contribution - 3,720,500 ' 820,500 - ' 0 - 2,900,000 -
Subtotal - $30,768,100 $10,875,400 $ 1,015,500 $ 9,007,900 $ 2,943,000 $ 624,500 $ 3,972,800 $ 2,329,000
V. Financing Cost 5,154,150 1,920,600 179,200 1,314,150 - 519,000 - -110,000 700,200 411,000 -
Total Amount Assessed -' $35,922,250 $12,796,000 $ 1,194,700 $10,322,050 $ 3,462,000 - $ 734,500 $ 4,673,000 $ 2,740,000
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CITY OF CARLSBAD I' . ASSESSMENT DISTRICT NO. 85-1
(COLLEGE/CANNON) . .
ASSESSMENT NO. ASSESSED LAND - . .. ASSESSMENT. ASSESSMENT COMBINED
AND ASSESSOR'S VALUE (COUNTY ASSESSED VALUE TRUE VALUE LIABILITY THIS ASSESSMENT
-.-.--.PARCEL .,NUMBER -_..---AS-~30--S.-.R.E.CORDS.)--. OF_._lMPRO.VEMEATS____. OF PARCEL. OUTSTANDING 'PROCEEDING OUTSTANDING
163-040-03 359458 0 359 458.00 .00 319002.56 31,002.56
163-050-01 2609044 0 260,044.00 .00 1,210,693.85 1,210,693.85
163-050-02 2189650 . . 0 2189650.00 .00 277,867.78 277,867.78
168-050-03 339005 . 0 339 005.00 .00 155 9 968.79 155,963.79
..168-D50-O5 2.''86'512._..__.....L.. ...............0 2,186,512.00 ..00 - 3,914,255.52 3,9149 255.52
163-050-06 49,619 0 499619.00 .00 189,264.25 189,264.25
163-050-07 2439224 0 248,224.00 .00 6389 365.85 638,365.85
168-030-08 0 0 .00 .00 .00 .00
168-050-17 1,499206 .- 0 1,4799 206.00 .00 86230898 862,30898
168-050-19 . 0 . . 0 .00 .00 .00 .00
168-050-23 2089301 81,625 2399926.00 .00 7759 107.10 775,107.10
163-050-25 1989578 0 198,578.00 .00 19025,571.99 19 0259571.99
168-053-26 10071,820. 0 190719820.00 .00 1,543,722.86 1,543,722.86
208-010-32 .1,5139294 47,278 195609572.00 .00 751,074.99 751,074.99
.208-020-17 29,543 T545a 65,006.00 0 0 7 4939j35• 49,391•35 -
208-020-28 1,337,250 ......82,851 1,420,101.00, .00 6,8629 325.90 69 8629 325.90
208-020-30 49,732 . .. . . 0 49,732.00 .00 . .00 .00
209-040-02 359458 59,Z09
209-040-15 719030 809509 151 9539.00 .00 11,715.55 11,715.55
209-060-23 87,216 0 ______ 879 216.00 .00 3,310.65 3,310.65
209-040-24 9131 99,131.00 00 .............. 149 39095'140 390.95
209-060-27 . 163,200 . . . .,..163,200.00 .00 55,303.08 . . 55,308.08
209-040-28 689 873 - . 969153 . 165,026.00 .00 57,962.87 57,962.87
20 9-04 0-29 98,461700 700 11935683 11935483
209-040-33 369057 368,708 404,765.00 .00 8,038.41 . 8,039.41
209-060-06 355,052 0 355,052.00 .00 1,244,629.71. 19 244,629.71
I,-209-060-10 -.5,209 209 11841800-.00 - 71236;81 - 71,236.81
209-060-11 44 9 938 . 679462 112,400.00 . .00 . 39,379.36 39,379.36
209-060-14 479278 15,386 62,664.00 .00 324,659.48 3249 659.48 209-060-23
. 519293 2,338 53,631.00 .00 55930308 559308.08
209-060-25 29,548 39565 33,113.00 .00 379 941.34 37,941.34 -Th
209-060-26 7629883 0 762,883.00 .00 377,201.10 377,201.10
147,97500 .00 383,129.81 333,129.81
209-060-37 14,160 0 . 149 160.00 .00 219 791.39 219 791.39
209-060-43 189,144 :739556 ..- 262 9700.00 .00 277,382.21 277,382.21
209-060-44 .525 0525.00 ..Q0 -0O - - .00
209-060-48 124,222 539301 1779 523.00 .00 1259 549.36 125,549.34
209-060-50 19145,376 0 19145,376.00 .00 431,181.79 431,181.19 - 209-060-53 7,134 - . 7,134;oo ...608389 -6,083.89
209-060-54 179 728 . 29,548. 47,276.00 .00 6,526.35 69 526.35
209-060-55 149,980 . 0 1499 980.00 .00 - 480,589.95 4809 539.95 209-060-56 ............20,627
. 339451 54,078.00 _.00 29418.85 - 29413.85
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WED, APR 179 1985, 11:35 AM
NESTE, BRUDIN AND STONE INC
DEBT LIMIT REPORT
EXHIBIT "8"
PAGE 2
CITY OF CARLSBAD
TSSESSMENT DISTRICT NO851T
(COLLEGE/C ANNON)
ASSESSMENT NO. ASSESSED.LAND .
AND ASSESSOR'S VALUE (COUNTY ASSESSED VALUE TRUE VALUE LIABILITY THIS ASSESSMENT
PARCEL NUMBER ASSR'S RECORDS) OF IMPROVEMENTS OF PARCEL OUTSTANDING PROCEEDING OUTSTANDING
209-060-57 129 822 0 129822.00 .00 1,473.19 1,478.19
20-060-58 1339322 34,547 2179869.00 .00 3489 219.67 348,219.67
209-070-01 7634 . 5908 680,442.00 ;OO - -I-,861,259.37'- 1,861,259.37
209-070-02 14,828 0 14,828.00 .00 349 512.24 34,512.24
209-070-03 64,284 0 64,234.00 .00 42,476.61 42,476.61
209-070-04 130,132 - 0 130,132.00 .00 -------------'2349838.11"-' '"2349838.11
209-070-05 2189673 53,189 271,862.00 .00 3529 312.47 352012.47
209-070-07 3,151,072 0 3,151,072.00 .00 2,064,761.20 2,064,761.20 ---
203-070-08
1219546 3565 125,11100
211-010-05 179728 . 0 17,728.00 .00 .00 .00
211-010-11 146,916 5,520 152,436.00 .00 1,126,013.39 19 126,013.39
211-010-19 0 0 - .00 .00 ..................._•-.•ØØ ----------------.00
211-010-20 0 0 .00 .00 .00 .00
211-010-22 . 0 0 .00 .00 48,865.69 48,865.69
211-021-21 567~1 'T 47931.................36115000 _---.-.' ;00 2;878375;70-------------2,878,375.70----
212-010-03 0 0 .00 .00 269 876.13 269876.13
212-010-05 . 0 . . 0 .00 .00 677,216.84 . 677,216.84
212-010-07 0 0 00 - 00 - 00 -------------- -.00 -j
212-010-11 0 0 .00 .00 884033.16 834,133.16
212-010-12 0 0 .00 .00 .00 .00
21.-010-13 --0 00 00 - - 00
212-010-14 . 0 . 0 .00 .00 00 .00
212-020-22 979869 1519 386 2499 255.00 .00 1,160..56 19160.56
212-020-23 970, ~46 0 - 9T0,866;00 ;0Ô'659553;33 ------65553.33
212-020-25 1319350 0 1319350.00 .00 69144.86 69144.86
212-020-26 391399190 0 3,189,190.00 .00 1269330.03 126030.03
212-020-27 448446 448446.00 -------------------.00 ---------- 7520430 75,204.30
212-020-28 8669913 0 866,913.00 .00 . 26086.08 269 985.08
212-020-29 693,530 .. 0 6939 530.00 .00 229 666.00 229 466.00
212-020-30 -- 5,988,685 - 0 - 5,938,685.00 ---------.00 ...............235,862.48 235 9 862.48
212-030-06 0 0 .00 .00 .00 .00
212-030-15 0 0 .00 .00 .00 .00
212-050-13 - 41368 - --41,36900 00 - - 6;108;2r - 6,108 21
212-050-14 477,751 477,751.00 .00 28,122.21 28,122.21 .'
212-050-15 448,233 0 - 449,233.00 .00 269 326.39 . 25,326.39 - .........- 212-050-22 - 4,123 4,123;00 .00 - 17,993.35 -- 17,993.35
212-050-29 4679456 659121 532,577.00 .00 19015,699.05 1,015,699.05
212-050-30 177,524 0 1779524.00 .00 - 29,954.67 29,954.67
-- 212-050-32 - 13,601 _ 10034 23,635 00 00 - -- - 1,026.18 1,026 13
212-050-33 106,492 - 0 106,492.00 .00 119630.03 11,630.03
212-050-34 289,930 0 2899 930.00 .00 8879 055.05 837,055.05 212-050-35 .........10,701 -, 10,701.00 --.00 - 189329.67 189329.67
: .. J -. . ...... -
1 35 AM DEBT LIMIT REPORT PAGE 3
NESTE, BRUDIN AND STONE INC*EXHIBIT "3"
1
CITY OF CALSBA0 4
1 . . . ASSESSMENT DISTRICT NO. 85-1 . .
(COLLEGE/CANNON) . .•. . . .
- ASSESSMCNTNO - ASSESSED LAND ASSESSMENT ASSESSMENf COMBINED I ' AND ASSESSOR'S VALUE (COUNTY ASSESSED VALUE TRUE VALUE LIABILITY THIS ASSESSMENT LI _____ PARCEL.. NUMBER OF PARCEL UTST DING PROCEEDING OUTSTANDING -
212-050-36 429872 0 42 9 872.00 .. .00 - 1,465.97 1,465.97
LL...L_..212..O5O7 .i,JJ? ._42 ,872.O.9 ____•_O __L.. _P 8 1,698.08 SS.
212-050-38 42,872 0 42,872 00 0O 1,575 92 1,575 92
212-050-39 42,872 0 42,87200 00 1,368 24 1,368 24
212-050740 1489 342 0 148,342 00 00 17,616 08 - 17,616 03 * -
I 89 PARCELS 2,54O,173 00 1,565,283 00 34,105,461 00 00 35,922,250 00 3599229250 00
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I RESOLUTION
EXHIBIT "C"
I CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 85-1
I (COLLEGE/CANNON)
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TO BE INSERTED AT THE ADOPTION OF
THE INVESTIGATION REPORT
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DESCRIPTION OF WORKS OF IMPROVEMENT
EXHIBIT "D"
I CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 85-1
(COLLEGE/CANNON)
The proposed improvements have been identified by reaches as
follows
Reach A, B, C, D and F
Full street improvements (right-of-way to right-of-way),
sewer, water, gas, telephone, electric,: drainage,
traffic control, landscaping and street lighting
I Reach E
Half street improvements to include median and one
I sewer
travel lane each side of -median.,with safety lighting,
and drainage
Reach G I Half street improvements to include median and one
travel lane each side of median with safety lighting,
I sewer, drainage and bridge
Reach H, I and J
I Construction of sewer pipeline
Reference is made to the map entitled "Map of; Improvements, I . Assessment District. No. 85-1 ,-(College/Cannon)" and on file-in ,.-
the Office of the Clerk of the City of Carlsbad of the County
of San Diego and attached hereto, for .a description of the
...
general nature., location 'and extent' of' the 'proposed improve I, rnentsinAssessrnent District No. 85-1. S
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MAP OF IMPROVEMENTS-
ASSESSMENT DISTRICT NO.. 85 -1
(COLLEGE / CANNON)
CITY OF CARLSBAD SAN DIEGO COUNTY, CALIFORNIA
SCALE: 1" 1000"
KELLY AO TR
REACH "B"CARLSE~Ad~ HIGHLAND
R E A C H "A"
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KELLY OT
0
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ROBERTSON VK TR PROPERTY
REACH "E"I \\
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KELLY WA
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REACH
REACH "G" REACH "F" ERN
MEN DE
NOT A PART CANTARIN t,
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REACH H1" - _L
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_J-— REACH "C 00
LEGEND:
FOX
PUMP STATION
ASSESSMENT DISTRICT BOUNDARY
PROPOSED FUTURE STREETS
FULL WIDTH STREET IMPROVEMENTS(ROW-ROW)
SAN DIEGO GAS & ELECTRIC CO.
CA 0
/
CAR BAD
RES,/ARCH
CYJTER
/1 1
CARLTAS 1 CITYk\CARLSBAD
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HALF WIDTH IMPROVEMENT (MED IAN,ONE LANE EACH WAY).
'CURB TO CURB STREET IMPROVEMENT
UG . UNDERGROUND UTILITIES (TEL,ELEC,GAS) PALOMAR
W WATERLINE
S SEWERLINE
ROAD
PROPERTY LINE
TRAFFIC SIGNAL
BRIDGE r
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METHOD AND FORMULA OF ASSESSMENT SPREAD
EXHIBIT "E"
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 85-1
(COLLEGE/CANNON) . .
' 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 action 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 action in determining whether; or not the assessment
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, t'o' include, sewers, water lines, -drainage and public
utilities. •
The arterial streets to be constructed and financed by this
assessment district are College Boulevard and Cannon Road.
These two streets permit only limited access to adjoining
property and in general point access is limited at 1300 feet
'intervals. Improved El Camino Real is a prime arterial that
traverses the assessment district and limits access . to
intervals of 2600 feet. '
A master •sewer plan has been prepared for the City of
Carlsbad.and will be presented to the City Council for formal
adoption in the near 'future. A part of the sewer plan
E-1
defines the . sewer facilities to the Agua Hedionda Drainage
Basin. The City Engineer has determined that existing sewer
'lines now serving a portion of the Agua. Hedionda Basin are at
or near capacity.
The City Council and Planning Commission -have given approval
to several tentative maps., general plan amendments and
specific plans. .'These approvals.- incorporate approximately
41% of the land. ownership area of the assessment district.
. Specific conditions for approval of the above planned
projects are found to be similar for the 'total area or
subareas. The similarities are:
1. The projects are approved 'upon the express condition'
that the final map shall not be approved unless the City
- "Council finds as of the time of such' approval that sewer
service is. available to. serve the subdivision.
2.. Full width right-of-way and full width improvement of
the arterial road. through the subdivision in' accordance
'with city, standards, ,'including median.,.. island is
required.
Full, width right-of-way,, full width grading and 'half
width improvement (excluding sidewalks and median
landscape ..treatment). of the arterial road from the
subdivision boundary to an existing arterial, road is
required
Installation of traffic signals at intersections with
arterial roads is required.
On and offsite water' and sewer lines adequate to serve
the proposed development are required. . •
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Drainage facilities for the protection of the arterial
I roads are required. , ' . • '
The City .of Carlsbad has established a sewer facilities
U . construction.. fund 'which receives revenue from sewer connec-
tion fees... A Public'. Facilities Fee is also. collected and a
portion 'of said fee .' is used to finance specifically
designated arterial streets and traffic signals.
The major sewer line and pumping station to be constructed
are sized for the total contributory area both in and outside
of the assessment district. A portion of the proposed sewer
'construction will be funded from the , sewer facilities
construction fund. . The sewer line within •existing Cannon
Road from the Santa Fe Railroad to easterly of I-S is of
inadequate' size and requries a parallel sewer. This parallel
sewer will be funded partially by the City.
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The City will pay for the following improvements from the
Public Facilities -Fees..,
1. Traffic signal at the intersection of El Camino Real
with Cannon Road.
2.. The southerly -one-half street improvement of Cannon' Road
from El Camino Real to college Boulevard including a
proportionate share of right-of-way cost and a portion
of the traffic signal cost of the ' intersection of
College-Boulevard and Cannon Road.
3. City portion of street construction ''costs for Cannon
Road to serve Macario Park
In addition credits, to 'the payment of' Publid 'Facilities Fees
may be given for other street' work 'now being funded by the
assessment district as subdivision maps are recorded
Benefits and Assessment Criteria ,
The AguaHedionda Land Use Plan defines wetlands'or'riparian
areas '•within the assessment district. These' areas are
defined as permanent open space, even though in private
ownership. These areas have not.been. assessed for any of the
improvements to be 'constructed by the assessment district.
Where area is used to determine an assessment, the area of•
any prime and major arterial right-of-way, either existing or
proposed has been subtracte,d from gross 'area for any given
parcel of land.' Noother deductions have been made 'for'area
calculations.
Direct benefits will accrue to the lands within the
assessment district as follows
Sewers. The sewer facilities ' being . constructed,
including sewer 'lines and pump station, provide' sewage
transport capacity for "that portion of the assessment
district within the ' Agua. Hedionda. Drainage Basin.
Additional'. capacity.' not. . requried by the.. assessment
district, is 'being paid for .b.y.the City'..'' These facil-
ities provide 'a direct benefit 'of capacity to a gross
area and therefore the benefit is assessed equally on a
per acre basis. Land use and land planning approvals
are not sufficient at this time to calculated specific
sewage flows from individual parcels of land. See
Benefit Zone'No. 4 'on the attached Benefit Zone Map.
Streets, Drainage, Water, Utilities and Bridges. Two
distinct and separate direct benefits have been identi-
fied as accruing to the lands within the assessment
district for these improvements. Giving consideration
to the existing approvals of tentative maps, it can be
E-3
concluded that other properties under the same condi-
tions would have conditions of approval similar to or
the same as existing approvals.:' Therefore street
improvements and related utilities' have been divided
into two direct benefits.
In- a given geographic area all parcels of'land applying
for a - map approval would be required to dedicate full
width right-of-way, construct full width grading, half
street-. improvements and offsite utilities (excluding
sidewalks and median- landscape -treatment). These
improvements, have been -determined to -be:
a Medians
b 12 feet of paving on each side of median
c Water line
d Street drainage
e Traffic signals, signing and striping
- f. Bridges (approximately. 57%) - - - -
g. Full grading of ultimate.right-of-way
h Acquisition of full right-of-way
The above improvements provide the needed access and
backbone utilities to all lands in a.., given area. This
-direct --benef-it is assessed, equally- on a--per acre basis. - -: -
Three distinct, areas are identified'and are -shown as.
- - .Benefit Zones. 1,: 2 and. 3 on. -the -attached. Benefit Zone .
Map
The second direct street benefit relates to, the remain-
ing street improvements of
a 20 feet of paving, each side
b Curb and gutter, each side
- - c Sidewalk, each side
d. - Landscaping of parkways and median
- e-. Street lighting -
f. Fire hydrants - - -. -
g Bridges (approxmiately 43%)
-- The. .- City- - requires in .the approval process full street
improvements and utilities to arterial roads -that pass
through a planned subdivision. Therefore the remaining
street improvements provide a - direct benefit to the
adjoining parcels. of land and the benefit is assessed on
- a frontage. basis.
Water. lines and underground 'utilities are installed in
only a portion of Cannon Road within Benefit Zone 3.
Therefore, these two improvements have been separated
from other improvements in Benefit Zone 3 and assigned
to Benefit Zone 7 as an area benefit.
I
-of-way acquisition 3. Right-of-Way Costs. Cost of right
has been included in the construction item for which the
I . right-of-way is required. Street. right-of-way is
applied to the area. benefit.
I . Incidental costs were prorated to' each of the benefits in
accordance with each benefit's share of the total construc-
tion costs
I 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
I 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 I from the works of improvement
I DATED , 1985
NESTE, BRUDIN & STONE INCORPORATED
I ENGINEER OF WORK
CITY OF CARLSBAD
STATE OF CALIFORNIA
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MAP O-F BENEFIT ZONES
ASSESSMENT DISTRICT NO. 85 -1
(COLLEGE / CANNON)
CITY OF CARLSBAD SAN DIEGO COUNTY, CALIFORNIA
................ . . ........ ............. ........... . ........
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KELLY AO TJ
REACH "B" H I G H L A N D
\ \—REACH "A" I
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SCALE: 1"=1000'
BENEFIT ZONE LEGEND:
BENEFITZ O NENO . 1
ww.w.w.w.w BENEFIT ZONE NO. 5
00000000000000000 BENEFIT ZONE NO. 6
.........................e. BENEFIT ZONE NO. 7
REACH "J"
REACH
op
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101 SCHOOL
VK TR \ / PROPERTY ROBERTSO N \
REACH "E"
REACH "G"
DE MEN
RE ACH "I
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NOT A PART
REACH "D"
mv
CT
FRAk
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SAN DIEGO GAS & ELEC
o PUMP STATION
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ASSESSMENT
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TDISTRICT
BAD I
IMPROVEMENT LEGEND:
BOUNDARY
\ CARLTAS CO
/
RES4ARCH /
PROPOSED FUTURE STREETS
I CITYCARLSBAD
N 'TER
FOX
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FULL WIDTH STREET IMPROVEMENTS(ROW-ROW)
HALF WIDTH IMPROVEMENT (MEDIAN,ONE LANE EACH WAY)
CURB TO CURB STREET IMPROVIEMENT
UG UNDERGROUND UTILITIES (TEL,E LEC,GAS)
W WATERLINE
S SEWERLINE
PROPERTY LINE
jj TRAFFIC SIGNAL'
'—
____ BRIDGE
I- -\
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- 1ppo ~
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SHT.2 OF 2 I
NESTE, BRUDIN & STONE Incorporated
Engineers • Planners
PC)-.) • • • •4-":jo
I E68-015-007
MAP OF BENEFIT ZONES
ASSESSMENT DISTRICT NO. 85 -i
(COLLEGE / CANNON)
CITY OF CARLSBAD SAN DIEGO COUNTY, CALIFORNIA
r
-,", -~ i rr
KELLY AO T
F
CARLSifkQ HIGHLAND
I \
REACH "A"
R E A C H "B" j
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- REACH "F"'---- REACH "G"
SCALE: 1'!=:1000'
BENEFIT ZONE LEGEND:
II II VI II II II BENEFIT ZONE NO. 1
BENEFIT ZONE NO. 2
BENEFIT ZONE NO. 3
IMPROVEMENT LEGEND:
-- I li/1iIfIllhIJIIIJJ1iJI1I
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. PUMP STATION
ASSESSMENT DISTRICT BOUNDARY
PROPOSED FUTURE STREETS
FULL WIDTH STREET IMPROVEMENTS(ROW—ROW)
HALF WIDTH IMPROVEMENT (MEDIAN,ONE LANE EACH WAY)
-. CURB TO CURB STREET IMPROVEMENT
UG UNDERGROUND UTILITIES (TEL,ELEC,GAS)
PALOMAR
W WATERLINE
S SEWERLINE
KEL LS' 'WA\ U'
REACH 66 D" -
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PROPERTY LINE
SHT.1 OF 2 TRAFFIC SIGNAL
BRIDGE NESTE, BRUDIN & STONE Incorporated
Engineers • Planners
- C P,.& . ( ;- • q p
E68-0 15-007
ATTACHMENT I TO EXHIBIT "E"
NESTE, BRUDIN & STONE,INCORPORATED.
STATEMENT OF ASSESSMENT ENGINEERING QUALIFICATIONS AND EXPERIENCE
- - •- S -Construction.- - Number
Project -. Project Contract of
Title Client Cost Date Parcels Description
Chino Hills County of San Bernardino Not Available 1987 Not Public works improvements
Available 19,000 acres to be developed
for residential and commercial
use Improvements will include
water storage and transmission,
wastewater collection, treat-
ment and reclamation, fire
protection, flood control and
drainage, streets and highways,
underground utilities, and,
other general improvement
facilities (preliminary
planning stage)
AD 79-2 City of Corona 54,7002000 1983 121 Public works improvements
for 1,460-acre residential,
commercial, and industrial
land development 56,200 LF
12"-30" water lines, 3 MG
and 4 MG buried concrete
reservoirs, 2,000 gpm water
booster station, and 7,000
SF fire station, 46,000 LF
6"-18" sewer lines, 800 LF
411-6" laterals, chimney
laterals, wastewater pump
stations (2 MGD, 264 gpm,
120 gpm), and sewer capac- 3
ity rights to the Santa Ana
Regional Interceptor, 21,900
S S LF 18"-96" storm drain pipe-
lines, 3,600 LF 8'x5' box
culverts, 1,500 LF 8'x4' box
ATTACHMENT I TO EXHIBIT "E" . S
. NESTE, BRUDIN & STONE, INCORPORATED . .
. STATEMENT OF ASSESSMENT ENGINEERING QUALIFICATIONS AND EXPERIENCE ..
" .- . Construction Number.
Project - .• .. -. . .• - ••Project Contract ' df •
Title Client Cost Date Parcels Description
AD 79-2 City of Corona . . culverts, 5 storm drain and
(continued) . .
. : 2 pipeline connections to
Arlington Flood Control
• . . Channel, transition struc-
tures, concrete-lined'
channels, and graded earth
diversion channels; 5 miles
of major and secondary
streets, new bridges over
. . . . . . . . S , - Riverside Freeway 91 and
AT&SF Railroad, 2 freeway
access ramps, widening 2
bridges over Arlington Flood
Control Channel, and widening
• • S
' S • • . - '. ' an existing railroad grade
- S . . .• . . . S ' ' crossing; and, telephone, gas,
and electric facilities in
.
S
*
. •
.
S S. ' . . all streets and hookups, to
•
-.
.
-
.S • existing facilities.
AD 20 Yucaipa Valley County - - 32,934,200 . - 1983 - : 11,000 . '. Regional sewage treatment
Water District - system 3.0 MGD wastewater
treatment plant; septage dis-
posal system; 4 pump stations;
S
'
• ',
• 155,965 LF 4"-24" sewer lines;
. •.
' ' .. : ' : .• - 18,450 LF 4"-6" laterals.
--
ADs Ramona Municipal S S 680,000
.
. •
0
. • 19835
• . 178 Assessment engineering services
Water District . , .' • • . only for two assessment
• . - •: '
0
• districts for water and sewer -
.
•
- : . .
0
-
- systems improvements: 9,300 LF
S
- --
S ' .1 •. JO water line; 11,600 LF 8"
*Total project cost for sewer AD only. :•
•
• - 'O •
- • - .
1-2. •
0 •
_.,_ -,- ''• a a ,•a,a ' a .
•
. ATTACHMENT I TO EXHIBIT "E" '
• NESTE, BRUDIN & STONE, INCORPORATED. .
STATEMENT OF ASSESSMENT ENGINEERING QUALIFICATIONS AND EXPERIENCE .
Estimated Construction' Number
.Project_'Project Cbntr ac .• of' ' ,'., .• . '
Title . ' ' Client Cost , . Date ' Parcels Description'
ADs Ramona Municipal :• , . . " •' ' .. ' . . i ' . , '. ' seer, lines; 138'laterals; pay-
(continued) Water District . ' ' •' ' . ,' ' ment of dwelling unit equivalent
charges
Peppertree Rainbow Municipal Water 2,212,144 1982 62 Tract map and grading and
Meadows • District •. . . .. 4 ' '.' ' •
••.• improvement plans for public
works improvements 62 acres
to be developed for residential
use Improvements will
,'include: 12,649 LF 8"-14" water
lines, 11,237 LF 8"-12" sewer
lines, 1,124 LF 18"-36" storm
drain, 1,220 LF minor, drainage
Channel, 2,075 LF brow ditches,
inlets, 2 miles street improve-
ments, 5260
ADs Yucaipa Valley County 35,593,200 103-'17,395 Thirteen assessment districts
Water District- 1982 for sewer collection system
1981 Design features 581,265 LF
1980 8"-15" sewer lines, 179,442 LF
1978 4"-6" laterals
1977
ADs - Big Bear Lake • . '' ' ' 7,939,563' ' 1982.1966 ' 5,0431 Eleven assessment districts for
Sanitation District . . '. • • • : 1975 • •' 1964 ' • . . sewer systems: 314,664 LF
• '' 1974 ' 1963 , • . ' • 4"-18" sewer lines; 1,237 LF
• . , .
. ,•. • •. I ' 1973 1962 • .'" . 6" force main; 60,846 LF 41!
. • • . . . ' • ' . .' ,. .laterals; 6 lift stations.
•
• 173.'' • ' •• ' : • •
_.. - - . _ U. U. - - - • - - - • ATTACHMENT I TO EXHIBIT "E" . .
NESTE, •BRUDIN & STONE, INCORPORATED . . .
STATEMENT OF ASSESSMENT ENGINEERING QUALIFICATIONS AND EXPERIENCE
. .. . Construction Number,
Project - Project Contract of
Title Client . Cost Date Parcels Description
ADs Desert Hot Springs 2,126,400 ., 1982 3,247 Four assessment districts for
County Water District . . 1975 water and. sewer systems:.
1972 0 Design features:
11,410 LF.16" water line;
.95,490 LF 8"-15" sewer lines;
. .,
. . . . . .
•; .. .•-• . .. .. • .83,970 LF, 4"-6" laterals.
ADs Lake Arrowhead Sanitation 3,471,552 1982 2,703 Six assessment districts for
District 1975 sewer systems Design features
1967 for ,5 ADs 145,463 LF 3"-8"
1966 sewer lines, 800 LF 6" force
main, 16,971 LF 4" laterals,
2 lift stations, pump sta-
tion One AD is in the pre-
design stage
AD 1 Baldy Mesa County Water . 3,000,000 • • .1982 • 1,047 • •• Water system: .2 MGD water
District storage tank, 168,600 LF
0 • . .•. . . 6"-10" water lines; fire
hydrants
Jurupa Hills City Of Fontana
0 60,000 • 1982 ..........•. 26 Assessment engineering service
(fee), • ., . only for various public works
• .......•0 ., ' . improvements for 340 acres to be
developed for residential and
' 0 • •• .
.
. commercial use. Improvements
Will include:'26,490 LF 10"-24"
• . - ,' . • •. water lines; 14,430 LF 8"-15"
. ••
•
0
0 0 '
•
0
. sewer lines, 11,300 LF 14"
- 0
' ••, 0 . force main, pump station;
0 0 • 0 • 0 • •
': . . 17,060 LF 48"-72" storm 0
0 I-4'''i
ATTACHMENT I TO EXHIBIT'"E"
NESTE, BRUDIN & STONE, ]NCORPORATED
STATEMENT OF ASSESSMENT ENGINEERING QUALIFICATIONS AND EXPERIENCE
- - - - Number------------ Construction
Project - - --- Project Contract 6f
Title Client Cost Date Parcels Description
Jurupa Hills City of Fontana drain, 4 miles street
(continued) improvements, 64'-126',
and, 20,710 LF underground
electric gas and telephone
*
lines
I
-
North City City of San Diego 60,000
*•- -
1982 1107 Assessment engineering services
West (fee) only for various public works
improvements for 360 acres to
be developed for residential
use Improvements will include
water transmission, wastewater
collection, fire protection,
flood control and drainage,
siltation abatement structures,
major perimeter and basic interior
circulation streets, community
park, public recreation facilities
associated with school site
improvements, acquisition of
• -: sites and rights-of-way; and,
other general improvement
- facilities.
ADs San Marcos County 8,844,700 1981 395 Four assessment districts for
Water District -' -• 1978 water systems: Storage tanks
- 1976 • (10 MG total); 120,500 LF
6"-30"-.water lines, pumping
and chlorination facilities;
pressure reducing, metering
• and telemetry systems; fire
• - hydrants.
1-5
ATTACHMENT I TO EXHIBIT "E"
NESTE, BRUDIN & STONE, INCORPORATED
STATEMENT OF ASSESSMENT ENGINEERING QUALIFICATIONS AND EXPERIENCE
- Construction Number
Project --Project--*---- Contract of -
Title Client Cost Date Parcels Description
Bradley County of San Diego 37,200 1981 130 Assessment engineering services
Avenue (fee) S only for street and flood control
improvements Investigative
study.
AD 80-1 City of Corona 10,000 1981 108 Assessment engineering services
(fee) only for sewer system capacity
rights to Santa Ana Regional
Interceptor.
AD 79-1 City of Corona 639,000 1980 101 Fire Station No 4 Coordina-
tion of all architectural
documents and drawings, and,
the design of 350 LF 4" water
lines, 350 LF of 4" sewer
lines, parking lot
AD 5861 City of San Bernardino 13,000 1980 200 Assessment engineering services
(fee) only for various public works
improvements for a 200-lot, low-
- - cost housing project. Improve-
-
ments included: water and sewer
lines; flood control and drain-
age, street improvements, and,
underground utilities.
1-6
ATTACHMENT I TO EXHIBIT "E"
NESTE, BRUDIN & STONE, INCORPORATED
STATEMENT OF ASSESSMENT ENGINEERING QUALIFICATIONS AND EXPERIENCE
Construction Number' -
Project - - Project— Contract of -
Z.
Title Client Cost Date Parcels Description
AD 1978-2 City of Colton 7,000 1980 215 Assessment engineering services
(fee) only for various public works
improvements water transmission,
wastewater collection, street
improvements, flood control and
drainage, and, other general
- improvement facilities
AD 78-1 Valley Center Municipal 5,500 1979 11 Assessment engineering services
Water District (fee) only for domestic water system
1.0 MG water tank, 12,060 LF
8'-i6" water lines, pump station
I modifications
ADs Crestline Sanitation 59767,373 1976 2,680 Ten assessment districts for
District 1975 sewer systems 317,483 LF
1973 6"-12" sewer lines, 41,400 LF
1967 4"-6" laterals, pump stations
AD 1975-1 City of Colton 36,000 1976 48 Sewer system 1,000 LF 8"
' ' '' ' sewer lines; 320 LF 4"
laterals
'AD A-83' County of Placer ' ' 1,085,000 1975 240 , Public works improvements:
12,217 LF 4"-12" water lines;
13,453 LF 6"-8" sewer lines;
791 LF 18't x40"x33" storm drain;'
5,085 LF 6" subdrain pipe;
fire hydrants.
1-7
. _ N N H - -: • _ N N •N - W
ATTACHMENT I TO EXHIBIT "E"
NESTE, BRUDIN & STONE, INCORPORATED
STATEMENT OF ASSESSMENT ENGINEERING QUALIFICATIONS AND EXPERIENCE
Construction Number ..-.-- - -
Proj ect - - - --Project-- Contract of
Title Client Cost Date Parcels Description
ADs Running Springs 3,797,000 1974 3,796 Seven assessment districts
, Water District . . 1972 for sewer systems: 284,850 LF
- 1971 6"-8" sewer lines; 550 LF
. 1970 4'.' -force main; 39,292 LF
laterals
ADs City of Escondido - . 591,000
¶
1973 80 Five assessment districts for
l971 public works improvements:
- 5,571 LF 8" water lines;
10,712 LF 8"-15"-sewer lines;
3,034 LF 18"-48" storm drain;
• .
-
fire hydrants; 4.45 miles
. . -
- - . - street improvements with
- - 29,731 LF curbs and gutters,
sidewalks and driveways.
AD 130 County of Riverside - - - 675,707 1969 2,937 Gas pipe: 168,960 LF 2"-4"
*
natural gas pipelines.
ADs - Lake Hemet Municipal 1,234,000 1969 1966 2,543 Six assessment .districts for
Water District .. 1968 1965 • sewer systems: 218,865 LF
. -
1967
-
4"-8" sewer lines.
AD 5 Rubidoux Community
Services District
186,000
-
1968 327 Sewer system: 21,093 LF 4"-8"
sewer lines; 643 LF 4" force
- main; lift station.
1-8
• - •: _ . - - • - ... - ATTACHMENT I TO EXHIBIT "E"
NESTE, BRUDIN & STONE, INCORPORATED
STATEMENT OF ASSESSMENT ENGINEERING QUALIFICATIONS AND EXPERIENCE
Number Construction
Project - - - - Project Contract of
Title . Client Cost Date - Parcels Description
AD 67-1 Loma Linda Sanitation 170,000. 1967 437 - Sewer system: 20,912 LF 8"-12"
District . . sewer lines; 5,968 LF 4"-6"
laterals.
ADs City of San Jacinto 804,000 1966 .1,145 Four assessment districts for
• 1964. public works improvements:
8,000 LF 4"-10" water lines,
- 4,760 LF copper service lines,
2,313 LF 3/4t_1I polyethylene
. ,. . . . . . • pipe; 42,604 LF.4"-1O"sewer
. lines; fire hydrants; 8 miles
. • ., . •. .. • street improvements with 63,254.
LF curbs and gutters, drive-
. . -
.
• ways, alley aprons, sidewalks.
- . :.
- ,• -'r' •
• -
• _•.-.
1-9 -