HomeMy WebLinkAboutC84-003 Subdivision Improvements Agreement_Arrowhead at Vail_first amendment51,
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JOHNNETTE PHILLIPS
FIRST AMENDED EAGLE CTY. RECORDER
SUBDIVISION IMPROVEMENTS AGREEMENT r:R 26 ID 29 AM Tq
THIS AGREEMENT, made and entered into this ZJ day of
k��i� , 1984, by and between ARROWHEAD AT VAIL, a joint venture,
hereinafter referred to as the "Subdivider," and THE BOARD OF COUNTY
COMMISSIONERS OF THE COUNTY OF EAGLE, STATE OF COLORADO, hereinafter
referred to as the "County."
A. In accordance with Colo. Rev. Stat. § 30-28-137, as
amended, the Subdivider and the County have previously entered into a
Subdivision Improvements Agreement (the "Original Agreement") regard-
ing improvements to be completed in the subdivision in Eagle County,
Colorado known as Arrowhead at Vail (the "Subdivision"). The
Original Agreement was dated October 18, 1983, and recorded
January 3, 1984, in Book 375, Page 881, as amended by instrument
dated rid, 1984, and recorded ,' 2 _, 1984, in
Book Page 9,P!5*, all in the real property records of the County
of Eagle, State of Colorado, and pertains to those portions of the
Subdivision plotted as Arrowhead at Vail, Filing No. 10, ("Filing
No. 10"), and Arrowhead at Vail, Filing No. 11 ("Filing No. 11").
B. The Subdivider, as a condition of approval of the final
plat of Arrowhead at Vail, Filing No. 12, County of Eagle, State of
Colorado ("Filing No. 12"), wishes to amend and restate the Original
Agreement, also in accordance with Colo. Rev. Stat. 5 30-28-137, to
restate the obligations incurred by the Subdivider under the Original
Agreement, and to document the obligations to the County hereby
incurred by the Subdivider in connection with Filing No. 12.
C. Pursuant to the statutory authority referred to above,
the Subdivider is obligated to provide security or collateral suffi-
cient in the judgment of the County to make reasonable provisions for
completion of certain improvements as set forth in Exhibit A attached
to and incorporated in this Agreement by this reference.
D. The Subdivider wishes to provide collateral to guaran-
tee performance of this Agreement, including construction of the
above -referenced improvements, by means of a First Amended Promissory
Note and a First Amended Deed of Trust.
�*@Xto DI
In consideration of the following mutual covenants and
agreements, the Subdivider and the County agree to amend and restate
the Original Agreement, as follows:
1. Improvements. The Subdivider hereby agrees, at its
sole cost and expense, to furnish all equipment and materials neces-
sary to perform and complete, in a good workmanlike manner, all
improvements as shown in the final plat documents for the
Subdivision, in accordance with all plans and specifications for the
Subdivision filed in the office of the County Engineer and/or
Department of Community Development, and to do all work incidental
thereto according to and in compliance with the following:
a. All final plat documents submitted prior to or at
the time of final plat approval.
b. All laws of the United States of America, State
of Colorado, County of Eagle, and its respective agencies,
affected special districts and/or service districts.
c. Such other designs, drawings, maps, specifica-
tions, sketches, and other matters submitted by the Subdivider
to and approved by any of the above -referenced governmental
entities. All said work shall be done under the inspection of
and to the satisfaction of the County Engineer and/or the County
Building Official, respectively, and shall not be deemed com-
plete until approved and accepted as completed by the Board of
County Commissioners of the County or said Board's appointed
designee.
d. In addition to the foregoing, the Subdivider
agrees to retain a registered engineer whose duties shall
include the inspection, construction engineering, surveying, and
materials testing, as applicable, of the improvements to be
installed and completed pursuant to this Agreement in accordance
with the plans and specifications approved by the County includ-
ing, by way of illustration and not limitation, density testing
of soils. The engineer retained by the Subdivider shall file
with the County written quarterly reports of the results of such
engineering services.
The subdivider shall perform and complete the work
described above relating to Filing No. 10 and Filing No. 11 on or
before November 30, 1984, and the work described above relating to
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Filing No. 12 on or before the respective completion dates identified
on page 8 of Exhibit A.
2. Cost -collateral. The total estimated cost of said work
and improvements for Filing No. 10, Filing No. 11 and Filing No. 12,
is the sum of Two Million One Hundred Seventy -Four Thousand Five
Hundred Sixty -One Dollars and No Cents ($2,174,561.00) as evidenced
by the f inal estimate of probable construction costs contained within
Exhibit A.
To secure and guarantee performance of its obligations as
set forth herein, the Subdivider agrees to provide security and col-
lateral in the form of a First Amended Promissory Note in the amount
of Two Million One Hundred Seventy -Four Thousand Five Hundred Sixty"
One Dollars and No Cents M r174 r561.00) secured by a First Amended
Deed of Trust evidencing a first lien on Lot 21, Arrowhead at Vail,
Filing No. 11, County of Eagle, State of Colorado, according to the
final plat thereof. The original deed of trust filed in connection
with the Original Agreement, recorded in Book 375 at Page 880 of the
real property records of the County of Eagle, State of Colorado, is
amended and restated in its entirety by the First Amended Deed of
Trust.
3. Substitution of Collateral. The Subdivider may at any
time substitute the collateral originally deposited with the County
under this Agreement for another form of collateral acceptable to the
County to guarantee the faithful completion of those improvements
referred to herein and the performance of the terms of this
Agreement. The County agrees that to the extent any district sells
its bonds to provide funds for any of the improvements described in
Exhibit A and covenants with the County and Subdivider to install any
of the improvements, the note and collateral of the Subdivider shall
be released by the County to the extent the improvements are actually
completed pursuant to this Agreement. The County acknowledges that
the property provided as collateral under this Agreement has a value
in excess of the costs of the improvements described in Exhibit A.
Accordingly, the County agrees that the subject property provided as
collateral may also serve as collateral for other improvements to be
constructed by the Subdivider within Arrowhead at Vail up to an
aggregate maximum of five million dollars ($5,000,000.00) .
4. Indemnity. Neither the County nor any officer or
employee of the County shall be liable or responsible for any acci-
dent, loss, or damage happening or occurring to the work specified in
this Agreement prior to the completion and acceptance of the same.
-3-
nor shall the County, nor any officer or employee thereof, be liable
f or any persons or properties injured by reason of the nature of said
work, and all of said liabilities shall be and are hereby assumed by
the Subdivider.
The Subdivider hereby agrees to indemnify and hold harmless
the County, and any of its officers, agents, and employees against
any losses, claims, damages, or liabilities to which the County or
any of its officers, agents, or employees may become subject, insofar
as any such losses, claims, damages or liabilities (or actions in
respect thereof) are based upon any performance of the Subdivider
under this Agreement; and the Subdivider shall reimburse the County
for any and all legal or other expenses reasonably incurred by the
County in connection with investigating or defending any such loss,
claim, damage, liability, or action. This indemnity provision shall
be in addition to any other liability which the Subdivider may have.
5. Enforcement. It is mutually agreed, pursuant to the
provisions of Colo. Rev. Stat. S 30-28-137 (3) , as amended, that the
County or any purchaser of any lot, lots, tract, or tracts of land
subject to a plat restriction which is a security portion of this
Agreement shall have the authority to bring an action in any district
court to compel the enforcement of this agreement on the sale, con-
veyance, or transfer of any such lot, lots, tract, or tracts of land,
or the enforcement of any other provision of that statute. Such
authority shall include the right to compel rescission of any sale,
conveyance, or transfer of any lot, lots, tract, or tracts of land
contrary to the provisions of any such restrictions set forth in the
plat or in any separate recorded instrument, but any such action
shall be commenced prior to the issuance of a building permit by the
County where so required.
6. Release of Collateral - agglication. It is further
mutually agreed that pursuant to the provisions of Colo. Rev. Stat.
S 30-28-137 (2) , as amended, as improvements are completed, the
Subdivider may apply to the County for a release of part or all of
the collateral. Upon inspection and approval, the County shall
release said collateral. If the County determines any of the
improvements are not constructed in substantial compliance with spec-
ifications, it shall furnish the Subdivider a list of specific defi-
ciencies and shall be entitled to withhold collateral sufficient to
ensure such substantial compliance. If the County determines that
the Subdivider will not construct any or all of the improvements in
accordance with all of the specifications, the County may withdraw
and employ from the deposit of collateral such funds as may be
-4-
necessary to construct the improvements in accordance with the
specifications.
7. warranties. Notwithstanding any provision to the con-
trary, there shall be a one-year correction period from the time of
completion of the improvements referred to in this Agreement (such
time being determined by formal hearing and action by the Board of
County Commissioners) , during which time the Subdivider shall
promptly correct or remove and replace, in accordance with the
County' s written instructions, defective work or materials and conse-
quences thereof. Repair or replacement made under the one-year cor-
rection period shall bear an additional one-year correction period
from the acceptance of the repair or replacement by the Eagle County
Engineer. The work shall be collateralized during the correction
period in an amount and type of collateral as shall be reasonably
determined by the County. Such work shall be inspected approximately
sixty (6 0) days prior to the expiration of the one-year correction
period, and any deficiencies shall be noted to the Subdivider.
8. Approval of plat. The County agrees to the approval of
the final plat of Filing No. 12, subject to the terms and conditions
of this Agreement. The previous approval of the County in connection
with the final plats of Filing No. 10 and Filing No. 11 is subject to
the terms and conditions of this Agreement.
9. Amendment. The parties hereto mutually agree that this
Agreement may be amended from time to time, provided that such amend-
ment is in writing and signed by all parties hereto.
10. Assumption. This Agreement shall be enforceable
against the Subdivider, provided, however, that in the event the
Subdivider sells or transfers all or part of the Subdivision, as
shown in the final plat (prior to extensive sales of individually
platted tracts), the obligations of the Subdivider under this
Agreement as to that portion of the Subdivision may be assumed by the
purchaser of the parcel, and Subdivider shall have no further obliga-
tions under this Agreement. It is agreed, however, that no such
assumption of these obligations shall be effective unless the County
gives its prior approval to such assumption, following an investiga-
tion of the financial condition of the purchaser.
11. Warning of dangerous conditions. I t i s f u r t h e r
agreed that the Subdivider shall at all times give good and adequate
warning to the traveling public of each and every dangerous condition
existing in any of the roads within the Subdivision, and will protect
-5-
the traveling public from such defective or dangerous conditions. It
is understood and agreed that the roads within the Subdivision are
private, shall be under the charge of the Subdivider for the purpose
of this Agreement, and further, that the County shall have no respon-
sibilities or liabilities relative to the roads.
12. Amendment and Restatement. It is understood and
agreed that the Original Agreement is amended and restated in its
entirety in this Agreement, and that the obligations evidenced by the
Original Agreement comprise part of, and are not separate from, the
obligations evidenced by this Agreement.
IN WITNESS WHEREOF, the parties hereto have executed this
Agreement the day and year first above written.
AT.T.EU
r
By.
Clerk of the Board of
'County Commissioners
ATTEST:
By r�
( SEAL)
-6-
�47 n
`IrlrlaLiri 111 •.N llr• .
COUNTY
COUNTY OF EAGLE, STATE OF
COLORADO By and Through its
BOARD OF COUNTY COMMISSIONERS
By: LL/.
W. Keith Troxel, C airman
SUBDIVIDER
ARROWHEAD AT VAIL, a Colorado
joint venture consisting of
ARROWHEAD, LTD., a Colorado
limited partnership, and WEDGE
REAL ESTATE LTD., a Texas
limited partnership
By: ARROWHEAD, LTD., a
Colorado imited part nership
By:
'Gene 7artner
By:
r
By: V 1--�
By: 4GeneeG lrr Part er
General Partner
By: WEDGE REAL ESTATE LTD., a
Texas limited partnership
By: MINEFA RESORTS, INC., a
Delaware corporation,
Geer 1 Partner.,
�F
By.
Its:
wmMcom_
STATE` -OF COLORADO
COUNTY -°'OF EAGLE
By: IMPERIAL BAY
CORPORATION, a Delaware
corporation, General
Partne'r,-
SS.
Its:
The fo_r e o'ng instrument was acknowledged before me this
�S day of ) , 1984, by �Y�Y-�Y�<�� ��'�Q as General
Partner of Arro� Ltd., a Colorado limited partnership and joint
venturer in Arrowhead at Vail, a Colorado joint venture.
WITNESS my hand and official seal. //--
My commission expires & ,,f
r
Notary Public
Address
[SEAL]
STATE OF COLORADO
SS.
COUNTY OF EAGLE
�3 The foregoing instrument was acknowledge] before me this
day of , 1984, by .•)�reticc 7> z�w as General
Partner of Arr whead, Ltd., a Colorado limited partnership and joint
venturer in Arrowhead at Vail, a Colorado joint venture.
[SEAL]
WITNESS my hand and official seal.
My commission expires -�f6
-7-
notary vuniic
&I,
Address
1
STATE OF COLORADO )
SS.
COUNTY OF EAGLE )
The f redoing instrument was cknowledged before me this
day of , 1984, by as General
Partner of Art whead, Ltd., a Colorado li 'ted partnership and joint
venturer in Arrowhead at Vail, a Colorado joint venture.
WITNESS my hand and of f icial seal.
My commission expires
i'
i • �
Notary Public
A
t w \
c Address
[SEAL]
STATE OF COLORADO )
} SS.
COUNTY OF EAGLE )
The foregoing instrument as acknowled ed before me this
day of , 1984, by �� as General
Partner of Arr whead, Ltd., a Colorado limited partne ship and joint
venturer in Arrowhead at Vail, a Colorado joint venture.
[SEAL]
WITNESS my hand and official seal.
My commission expires
/teary Public
Add r es s
-8-
STATE OF GOLORA:DG— 7� C
SS.
COUNTY OF HARRIS
The I
regoing instrume t w s acknowledged before me this
.0 , 1984, by 6_' w ash`<-c< 11,eCf, 7-and
a, as of Minefa Resorts, Inc., a
Delaware corporation and General Par ner of WEDGE Real Estate Ltd., a
Texas limited partnership and joint venturer in Arrowhead at Vail, a
Colorado joint venture.
WITNESS my hand and official seal.
My commission expires Cfli jb
GNU-'vWt Lt�C'1C�
Notary Public
[SEAL]
STATE OF eoLeRADO 7Zer/45
SS.
COUNTY OF HARRIS
Address
The foregoing instrument was acknowledged before me this
day of Ck,"') t 1984, .by dac/� ,_f��`;� as�'Yr/�a aw,G-rand
/. l7e1 as Imperial Bay Corporation, a
Delaware corporation and General PaFtner of WEDGE Real Estate Ltd., a
Texas limited partnership and joint venturer in Arrowhead at Vail, a
Colorado joint venture.
[SEAL]
WITNESS my hand and official seal.
My commission expires �o
a ce w, 1. n ck-
Notary Public
ODA
—9—
Address
S
EXHIBIT A
TO
SUBDIVISION IMPROVEMENTS AGREEMENT
EAGLE COUNTY BOARD OF COUNTY COMMISSIONERS
AND
ARROWHEAD AT VAIL, A JOINT VENTURE
DESCRIPTION OF IMPROVEMENTS
Arrowhead shall construct water, sewer, roads and landscaping at
Arrowhead at Vail in accordance with the engineering plans prepared
by Centennial Engineering, Inc. The details of all such improvement
work are attached to this Exhibit A. The following is a cost and
timetable for completion of each category of improvement.
Roads
Water
Sewer
Total
Filing No. 10
$1473,125
$ 1562645
$131,736
$ 435,506
Filing No. 11
2351,600
260,280
1815,321
677,201
Filing No. 12
322,442
94,500
111,025
5279967
Offsi_te
-
8292790
585,136
887,926
$7059167
$19341,215
$4829218
$23,528,600
Completed 1983
-
(1252520)
(2289519)
(354,039)
$705,167
$1,215,695
$2539699
$29174,561
CENT NN1AL ENGINEERING, INC.
OFFICE LOCATION: 15000 WEST 64TH AVENUE,
d1 A COLORADO
MAILING ADRESS: P. O. DRAWER 1307, ARVADA0 ADo 80001
s
CEI Job No. 192.03 Date 11-16-83 By
Page 1 of _
f
Checked by
(Date)
Client Arrowhead at Vail Project Arrowhead at Vail
Subject Estimate of Probable Construction Costs for Filing No. 10 (for Subdivision Improvements
Agreement)
Wll
COST ESTIMATE
ITEM NO.
ITEM DESCRIPTION
APPROX.
QUANTITY
UNIT
UNIT
COST
ITEM
COST
TOTAL
COST
ROADWAYS
Removal of Asphalt Mat
40
S.Y.
5
0
200.
Excavation/Embankment
6 175
C.Y.
6
0
37,050.
Reve etation
3
AC.
1,850
00
5,550.
Aggregate Base Course (Class 1,
2 or 4
1. 625
TON
7
00
1.1 375.
Aggregate Base Course (Class 6)
3 325
TON
9
0
29,925.
I
Hot Bituminous Pavement
Gradin E (Haul & Asphalt)
1 800
TON
32
00
57,600.
Hot Bituminous Pavement
Grading E (Haul & Patching)
15
TON
100
00
1,500.
Hot Bituminous Pavement Leveling
Grading EX (Haul & Asphalt)
65
TON
45
00
2,925.
Crack Sealing
7_1000
L.F.
1
00
1,000.
ROADWAY TOTAL
147 125.
�Roadway quantities include
1widening of U.S. 6 & 24)
DOMESTIC WATER
8" Ductile Iron Pipe
830
L.F.
32
DO
26 560.
12" Ductile Iron Pipe
2,030
L.F.
42
0
85 260.
1
8" Gate Valve & Valve Box
2
EACH
750
30
1.500.
12'' Butterfly Valve & Valve Box
4
EACH
1 050
DO
4 200.
Fire Hydrant Assembly
5
EACH 13,150
DO
15,750.
1-1/4" Water Service Connection
725
L.F.
25
0
18,125.
Casing Pipe
50
L.F.
105
0
5,250.
i)OMES`I.'IC WATER TOTAL
1.56 645.
------------- —f
-- -- i
CE%1TENNIAL ENGINEERING, INC.
OFFICE LOCATION: 15000 WEST 64TH AVENUE ,� ��JJA, COLORADO
MAILING ADRESS: P. O. DRAWER 1307, ARVADA,aQLORADO 80001
Page 2 of 2
CEI Job No. 192.03 Date 11-16-83 By WD Checked by _
(Date)
Client Arrowhead at Vail Project Arrowhead at: Vail
Subject Estimate of Probable Construction. Costs for riling No. 10 (for Subdivision Improvements
Agreement)
COST ESTIMATE
ITEM NO.
ITEM DESCRIPTION
APPROX.
QUANTITY
UNIT
UNIT
COST
ITEM
COST
TOTAL
COST
SANITARY SEWER
Adjust Manhole Rim
2
EACH
375
00
750.
8" PVC Sewer
2.263
L.F.
32
00
72.416.
Manhole (10 foot)
2
EACH
1,700
00
3 400.
Manhole (15 foot)
2
EACH
2,200
00
4,400,
,Manhole (20 foot)
4
EACH
2 700
00
10 800.
i
_!Manhole (25 foot) _
3
EACH
3,300
00
9,900.
Sanitary -Sewer Service Connection
680
L.r.
34
00
23 120.
lDrop Manhole Connection
1
EACH
1 700
00
1,700.
Casing Pipe
50
L.F.
105
0
5,250,
SANITARY SEWER TOTAL
131 736.
OVERALL TOTAL,
435 506.
:ENT.ENNIAL ENGINEERING, INC.
iFFICE LOCATION: 15000 WEST 64TH AVENUE, A�_�� OLORADO
.1AII.ING-ADRESS: P. O. DRAWER 1307, ARVADA, CRADO 80001
;E1 Job No. 192.03 Date 11-16-83 By
V' 1
Page 1 of 2
s
WD Checked by
(Date)
Ment riow yea a a� Project Arrowhead at Vail
,ub)ect Estimate of Probable Construction -Costs for Filing No. 11 (For? Subdivision Improvements
Agreement)
COST ESTIMATF
ITEM! NO.
ITEM DESCRIPTION
APPROX.
QUANTITY
UNIT
UNIT
COST
00
ITEM
COST
TOTAL
COST
RO ADIJAY S
Removal of Asphalt Mat
20
S.Y.
5
100.
Excavation/Embankment
11,850
C.Y.
F 6
00
71,100.
00
Reve etation
3
AC.
1,850
5,550.
-Aggregate Base Course (Class 1,
2 or 4)
1,625
TON
7
00
111375.
_
_Aggregate Base Course (Class 6)
2,600
TON
9
00
23,400.
Subgrade Reconstruction
8,125
C.Y.
6
00
48,750.
Hot Bituminous Pavement
--
70,400.
Grading E (Haul & As halt)
2,200
TON
32
00
Hot Bituminous Pavement
Grading E (Haul & Patchin )
10
TON
100
00
1,000.
Hot Bituminous Pavement Level.in
Grading EX Haul & As halt)
65
TON
45
00
2,925.
Crack Sealing
1. 000
L.F.
1
00
1,00
ROADWAY TOTAL
235 600.
_(Roadway
quantities include
widening of U.S. 6 & 24
DOMESTIC WATER
6" Ductile Iron Pipe
235
I..F.
27
00
6,345.
`
8" Ductile Iron Pipe
2,380
L.F.
32
00
76,160.
1.2" Ductile Iron Pipe
23725
L.F.
42
00
1141045
6" Gate Valve & Valve Box
1
EACH
525
00
525.
8" Gate Valve & Valve Box
12
EACH
750
00
9,000.
12" Butterfly Valve & Valve Box
7
EACH
1,050
00
7,350.
Vacuum & Air Release Valve
1.
EACH
2,1.00
00
2,100.
CiV•TENNIAL ENGINEERING, INC
OFPICE LOCATION: 15000 WEST 64TH AVENIj*.,-wwbA, COLORADO
MAILING ADRESS: P. O. DRAWER 1307, ARVADA, COLORADO 80001
CEI Job No. 192.03 Date 11-16-83
Page 2 of 2
By WD Checked by
(Date)
Client Arrowhead at Vail Project Arrowhead at Vail
Sub]ect Estimate of Probable Construction Costs for Filing No. 11(For Subdivision Improvements
Agreement)
COST ESTIMATE
ITEM NO.
ITEM DESCRIPTION
APPROX.
QUANTITY
UNIT
UNIT
COST
ITEM
COST
TOTAL
COST
Fire Hydrant Assembly
8
EACH
3,150
00
25,200.
1-1/4" Water Service Connection
430
L.F.
25
00
10.750.
Casing Pipe
80
L.F.
105
00
8.400.
DOMESTIC WATER TOTAL
260 280.
SANITARY SEWER
8" PVC Sewer
4 622
L.F.
27
00
124 794.
10" PVC Sewer
217
L.F.
31
00
61727.
Manhole (10 foot)
13
EACH
1,700
00
22 100.
Manhole 15 foot
5
EACH
2.200
00
11.000.
Manhole (20 foot)
1
EACH
2 700
00
2,700.
4" PVC Sanitary Sewer. Service
Connection
560
L.F.
25''
00-
14,000.
SANITARY SEWI?R TOTAL
1$1 321.
OVERALL TOTAL
7 2 1
CENTENNIAL ENGINEERING, INC.
..OFFICE LOCATION: 15000 WEST 64TH AVENUE A, COLORADO
MAILING ADRESS: P. O. DRAWER 1307, ARVADA, COLORADO 80001
CEI Job No. 192.03 Date 11-16-83
Client
Arrowhead at Vail
By
Project
Page 1 of I
wd Checked by
(Date)
Arrowhead at Vail
Subject Estimate of Probable Cost-: for Other Infrastructure Improvements Needed for
Filings No. 10 and No. 11 (For Subdivision Improvements Agreement)
COST ESTIMATE
ITEM NO.
ITEM DESCRIPTION
APPROX.
QUANTITY
UNIT
UNIT
COST
ITEM
COST
TOTAL
COST
DOMESTIC WATER
4" Ductile Iron Pipe-
1 075
L.F.
26
00
27,950.
8" Ductile Iron Pipe
10
L.F.
32
00
320.
12" Ductile Iron Pie
995
L.F.
42
00
41A790.
16" Ductile Iron Pipe
1,595
L.F.
64
00
102 080.
12" Butterfly Valve & Valve Box
4
EACH
l 050
00
4.200.
16" Butterfly Valve & Valve T3ox
1
EACH
2 100
00
2 100.
Concrete Water Tank
L.S.
L.S.
563,650
00
563 650.
Water Chlorination Equipment
L.S.
L.S.
12,800
00
127800.
15 Horsepower Idater Pump Equip.
1
EACH
11,200
00
11)200.
40 Horsepower Water Pump Equip-.
l
EACH
16,200
00
lb 200.
Water Control System
L.S.
L.S.
47 500
00
47 500.
DOMESTIC WATER TOTAL
829 790.
SANITARY SEWER
8" PVC Sewer
1 664
L.F.
24
00
39 936.
Manhole (10 foot)
5
EACH
1,700
00
8,500.
Manhole (15 foot)
2
EACH
2 200
00
41400.
Manhole (20 foot)
1
EACH
2,700
00
2,700.
Concrete Encasement
104
L.F.
25
00
2)600.
SANITARY SEWER TOTAL
58 136.
OVERALL TOTAL
887 926.
NOTE:
The domestic water improvements are
needed
needed
For b
for only
th Min&
Filing
N
N
. 10 and No.
. 10.
11.
The sanitary sewer improvements -are
CENTENNIAL ENGINEERING, INC.
FiFFICE'LOCATION: 15000 WEST 64TH AVENUb,.rwVbA, COLORADO
MAILING ADRESS: P. 0. DRAWER 1307, ARVADA, (:uLORADO 80001
v page 1 _ of :1
CEI Job No. 192.03 Date 11 / L 3 / 83 By WD Checked by _
(Date)
Client Arrowhead at Vail Project Arrowhead at Veil
Subject Summary of Public Improvements Constructed in 1.983 for Filings No. 10 and No 11
(based on unit costs from estimates of probable construction costs)
COST ESTIMATE
ITEM NO.
ITEM DESCRIPTION
APPROX.
QUANTITY
UNIT
UNIT
COST
ITEM
COST
TOTAL
COST
DOMESTIC WATER
4" Ductile Iron Pine
1 075
L.F.
26
00
27.950.
6" Ductile Iron Pipe
235
L.F.
27
00
6 345.
8" Ductile Iron Pie
980
L.F.
32
00
31 360.
12" Ductile Iron Pipe
795
L.F.
42
00
33 390.
6" Gate Valve & Valve Box
1
Each
525
00
525.
8" Gate Valve & Valve Box
8
Each
750
00
61000.
Fire H3:drant-Assembly
2
Each
3 150
00
6 300.
CasinR Pie
130
L.F.
1.05
00
13,650.
DOMESTIC WATER TOTAL
125 520.
SANITARY SEWER
Adjust Manhole Rim
1
Each
375
00
375.
8" PVC Sewer
5 346
L.F.
27
68
147 977.
1" PVC Sewer
217
L.
1.
00
6 7 2 7
1,
Manhole (10 foot)
1.3
Each
1,700
00
22,100.
i
Manhole 15foot)
Each
2.200
00
11.000.
1D o
-
Mnnholp (2S font)
I
Eqrh
3,3Q0
fo-1
--31300.
Casilic, RippT
SANITARY SEWER TOTAL
i
OVERALL TQTAL
354,039.
CENTENNIAL ENGINEERING, INC.
OFFiCF�LbCATION: 15M WEST 64TH AVENUE, A��, COLORADO
MAILING ADRESS: P. O. DRAWER 1307, ARVADA, COLORADO 80001
Page 1 of 1
CEI Job No. 192.03 Date 2-9-84 By AEP Checked by WD
(Date)
Cl lent Arrowhead at Vail Project Arrowhead at Vail
Subject Filing No. 12 - Final Estimate of Probable Construction Costs
COST ESTIMATE
ITEM NO.
ITEM DESCRIPTION
APPROX.
QUANTITY
UNIT
UNIT
COST
ITEM
COST
TOTAL
COST
202A
Removal of Asphalt Mat
560
Y.
5
00
2 800.
202B
Removal of Structures
L.S.
L.S.
2,000
0
23,000.
203A
Excavation
199300
C.Y.
4
0
779200.
203B
Embankment Material
4,000
C.Y.
2
0
82,000.
207
Topsoil
22500
C.y.
3
0
72500.
212
Reve etation
4
ACRE
1,850
0
7)400.
304A
Aggreaate Base Course (C1.1,2
or 4)
4,900
ON
7
00
342300.
304B
Aggregate Base Course (Cl. 6)
32400
TON
9
00
301600.
403A
Hot Bituminous Pavement Grading
E (Haul and Asphalt)
3 100
TON
32
00
99,200.
403B
Hot Bituminous Pavement Grading
E (Haul and Patching)
25
TON
100
00
21,500.
403C
Hot Bituminous Pavement Leveling
Grading EX (Haul and Leveling)—
100
rON
45
00
42500.
403D
Crack Sealing
2 000
L.F.
1
00
29,000.
506
12" Riprap
50
C.Y.
20
00
1 000.
601
Concrete Class A (Wall)
19
C.Y.
400
00
7,600.
603A
18" Corrugated Metal Pie
244
L.F.
34
00
8,296.
603B
24" Corrugated Metal Pie
177
L.F.
42
00
7)434.
603C
42" Corrugated Metal Pie
50
.F.-
75
00
3,750.
603D
78" Corrugated Metal Pie
46
L.F.
142
00
62532.
603E
84" Corrugated Metal Pie
56
L.F.
155
00
89680.
603F
18" Metal End Section
2
EACH
200
00
400.
603G
24" Metal End Section
3
EACH
250
00
750.
322,442
604A
8" PVC Sewer
357
L.F.
25
00
8,925.
604B
Manhole (10 foot)
1
EACH
12700
00
1,700.
604C
Manhole (15 foot)
1
EACH
2,200
00
21200.
609
Cobble Median Strip
2 ,455
L.F.
40
00
98,200.
1:11,025
619A
12" Ductile Iron Pie
1,4775
L.F.
40
00
719000.
619B
12" Butterfly Valve & Valve Box
5
EACH
1,050
00
51,250.
619C
Vacuum and Air Release Valve
1
EACH
2 500
00
21500.
619D
Fire Hydrant Assembly
5
EACH
3,150
00
1 152750.
94,500
TOTAL
527 967.
oads
ewer
later
