HomeMy WebLinkAbout1.0 First Amendment to SIA11111111111111111111111111111111 1111111 iii nm uii mi
569191 09/11/2000 05:07P B1206 P629 M ALSDORF
1 of 8 R 40.00 D 0.00 GARFIELD COUNTY CO
FIRST AMENDMENT TO
SUBDIVISION IMPROVEMENTS AGREEMENT
Rose Ranch Planned Unit Development
Phase 1
THIS FIRST AMENDMENT TO SUBDIVISION IMPROVEMENTS
AGREEMENT is made and entered into this 106 day of July, 2000 by and between ROARING
FORK INVESTMENTS, LLC , a Colorado limited liability company (hereinafter "Owner") and
the BOARD OF COUNTY COMMISSIONERS FOR GARFIELD COUNTY,
COLORADO (hereinafter "Board").
WITNESSETH
WHEREAS, on September 13, 1999 and pursuant to the provisions set forth within
Section 5:31 of the Garfield County Subdivision Regulations, as amended, Owner and the Board
executed a Subdivision Improvements Agreement (hereinafter "SIA") addressing and concerning
the construction and completion of certain public and other improvements (hereinafter
"Improvements") contained within the Rose Ranch Planned Unit Development, Phase 1. The
SIA and final plat for the Rose Ranch Planned Unit Development, Phase 1 is presently being
held for filing by the Garfield County Clerk and Recorder upon the posting by Owner of security
adequate to ensure the construction and completion of the Improvements.
WHEREAS, the SIA requires the completion of construction of the Improvements on or
by September 1, 2000.
WHEREAS, subsequent to execution of the SIA, the time period for filing of the final
plat for the Rose Ranch Planned Unit Development, Phase 1 was extended by the Board to
September 11, 2000.
WHEREAS, the Board and Owner wish to amend those provisions of the SIA governing
the time periods for completion of the Improvements to comport with the final plat filing
extension granted by the Board above described.
NOW THEREFORE, for and consideration of the premises and the following mutual
covenants and agreements, Owner and the Board agree as follows:
1. The time periods for Owner's performance set forth within the SIA at Paragraphs
2, 4, 5, 6, and 7 are hereby amended from September 1, 2000 to September 1, 2001.
2. The total amount to be secured by the letter of credit under Paragraph 3 of the SIA
shall be amended from $8,395,108.86 to $8,563,366.85, which amount represents the updated
First Amendment to SIA
Rose Ranch PUD
Page 1
1111111 11111 111111 11111 111111 111 1111111111 11111 11111111
569191 09/11/2000 05:07P 81206 P630 M ALSDORF
2 of 8 R 40.00 D 0.00 GARFIELD COUNTY CO
certified cost estimates of the Improvements prepared by High Country Engineering of July
6, attached herewith as Exhibit A.
3. All remaining terms, provisions and conditions of the SIA not amended or
otherwise affected by this First Amendment to Subdivision Improvements Agreement shall
remain in full force and effect.
ENTERED INTO the day and year first above written.
ROARING FORK INVESTMENTS, LLC
a Colorado Limited Liability Company
By
Manager
BOARD OF COUNTY COMMISSIONERS
FOR GARFIELD COUNTY, COLORADO
By
ATTE
Cie* to `the Board
First Amendment to SIA
Rose Ranch PUD
Page 2
July 6, 2000
ITEM
QUANTITY
HCE JOB NO: 97042.05
k:"Apra atalfile1975970421costest.xls (public improvements)
UNIT
COST
COST
Mobilization
Earthwork
Earthwork for util. above ditch
Water Tank Base Prep.
Retaining Wall (Face Area)
Rock Excavation
�i1iSs�!lr£' < :era
3" Asphalt
6" Class 6 ABC
l' Ribbon Curb
1.5' Median Curb
Check Dam Construction
Sod in roadside ditches
10' Concrete bike path
Maintenance Road to Water Tank
5' Concrete Sidewalk
1 L.S.
1 L.S.
52173 CY
1 L.S.
6263 S.F.
1500 C.Y.
18,739 S.Y.
3,469 C.Y.
12,826 L.F.
1,248 L.F.
1,444 L.F.
1,137 S.Y.
4,623 S.Y.
2,008 S.Y.
28,102 S.F.
100,000.00
300,000.00
11.00
10,000.00
32.00
30.00
8.00
20.00
9.00
11.00
2.00
0.50
29.00
9.00
4.00
100,000.00
300,000.00
573,903.00
10,000.00
200,416.00
45,000.00
149,912.00
69,380.00
115,434.00
13,728.00
2,888.00
568.50
134,067.00
18,072.00
112,408.00
Improvements I L.S. 511,508.00 511,508.00
*see Engineer's Estimate for breakdown
Improvements
*see Engineer's Estimate for breakdown
loARjiiEW
18" ADS N-12
24" ADS N-12
30" ADS N-12
36" ADS N-12
42" ADS N-12
48" ADS N-12
24" C.M.P.
36" C.M.P.
10'x10' Concrete Box Culvert
18" CMP Flared End
24" CMP Flared End
30" CMP Flared End
Wing Walls for Concrete Culverts
Baffled Oil Skimmer
l8
*price includes trenching and fittings
and restraints where needed
12" DIP Waterline
10" DIP Waterline
8" DIP Waterline
EXHIBIT
A
1 L.S.
132 L.F.
424 L.F.
142 L.F.
65 L.F.
1743 L.F.
334 L.F.
60 L.F.
124 L.F.
85 L.F.
4 Each
10 Each
4 Each
4 Each
4 Each
6,539 L.F.
2,023 L.F.
9,794 L.F.
745,016.00 745,016.00
27.00
30.00
50.00
70.00
90.00
110.00
32.00
72.00
1,050.00
200.00
250.00
650.00
1000.00
2500.00
54.00
41.05
31.33
3,564.00
12,720.00
7,100.00
4,550.00
156,870.00
36,740.00
1,920.00
8,928.00
89,250.00
800.00
2,500.00
2,600.00
4,000.00
10,000.00
353,106.00
83,044.15
306,846.02
O
o
a o
~
P-
-01 Z
m0
0_ V
IMM 413
-N W
ga
LC
-d
rr s�
Mem
m •
61 0
m
MI= N�
�4'1 m
4:r
0)
�mel 03
0:
0)
10 �C 0
40.
6" DIP Waterline
12" Gate Valve
10" Gate Valve
8" Gate Valve
1" Water Service
PRV Vault
Fire Hydrant Assembly
Air Vac
6' PVC Drain from Tank
Pump House
Pump House Appurtenances
Water Tank (300k gal) Concrete
Water Tank Appurtenances
Water Treatment Building
Water Treatment Appurtenances
Water Treatment Pumps
Connection to Exist Aspen Glen
Settling Pond Intake Structure
sanicarY
*price includes trenching and fittings
and restraints where needed
8" SDR 35 Sewer Pipe
4' dia. Manhole
Sewer Services
4" PE Sanitary Sewer Force Main
Force Main Manhole
Below grade lift station
Concrete Encasement
*price includes trenching and fittings
Electric Utility Conduit & Wire
Electric Vault/Manhole
Telephone! Cable Utility Cond&Wire
Gas Utility
r `
Miscellaneor.�
Revegetate/Landscape
Class !Ground Sign
Sediment control fence
Erosion and Sediment Control
Bye
1,418 L.F.
10 Each
8 Each
24 Each
82 Each
2 Each
10 Each
2 Each
880 L.F.
1 Each
1 L.S.
1 L.S.
1 L.S.
1 L.S.
1 L.S.
1 L.S.
1 L.S.
2 E.A.
5421 L.F.
23 Each
82 Each
9898 L.F.
24 Each
2 Each
481 L.F.
8650 L.F.
26 Each
8650 L.F.
8650 L.F.
1 L.S.
7 Each
I4854 L.F.
1 L.S.
20.00
975.00
850.00
675.00
1,000.00
16,500.00
2,500.00
3,000.00
20.00
10,000.00
20,000.00
450,000.00
17,000.00
160,000.00
230,000.00
80,000.00
4,000.00
2,000.00
32.00
4,000.00
600.00
12.00
5,000.00
65,000.00
30.00
20.00
600.00
1.00
3.50
50,000.00
200.00
1.00
5,000.00
28,360,00
9, 750,00
6,800.00
16,200.00
82,000.00
33,000.00
25,000.00
6,000.00
17,600.00
10,000.00
20,000.00
450,000.00
17,000.00
160,000.00
230,000.00
80,000.00
4,000.00
4,000.00
173,472.00
92,000.00
49,200.00
118,776.00
120,000.00
130,000.00
14,430.00
173,000.00
15,600.00
8,650.00
30,275.00
50,000.00
1,400.00
14,854.00
5,000.00
SUB TOTAL
10% Contingency
TOTAL
$6,383,205.67
$638,320.57
$7,021,526.24
This summary of probable construction cost was prepared for estimating purposes s,:0" 1 ' % !
eGIsT only.
only. High Country Engineering, Inc. cannot be held responsible for variances Q� • �,¢; .
o
from this estimate as actual costs may vary due to bid and market fluctuation` 4> • O. HO • /
•o
• 309 •11,
r /V
If
July 6, 2000
IBJ
�N W
N
O. CC
OEM m' Earthwork
--�
m Rock Excavation
1_ 19
EII
m c 4" Asphalt
IS)
a 2" Asphalt
5` •
12"Class 3ABC
w m z 6" Class 6 ABC
Boulder wall
� a
'
•
30" CMP
30" Flared End
24" CMP
24" Flared End
ITEM
QUANTITY
HCE JOB NO: 97042.04
k:lgprodatalfile1971970421costest.xls (cr 109)
UNIT
COST
COST
1 L.S.
50 C.Y.
9352 S.Y.
12032 S.Y.
3150 C.Y.
1600 C.Y.
1600 S.F.
81 L.F.
2 Each
205 L.F.
8 Each
126,000.00
50.00
8.00
6.00
20.00
21.00
20.00
50.00
600.00
30.00
600.00
126,000.00
2,500.00
74,816.00
72,192.00
63,000.00
33,600.00
32,000.00
4,050.00
1,200.00
6,150.00
4,800.00
Guardrail CDOT Type 3 2658 L.F. 25.00 66,450.00
Revegetate/Landscape 1 L.S. 5,000.00 5,000.00
Class I Ground Sign 15 Each 250.00 3,750.00
Surveying/Construction Staking 1 L.S. 8,000.00 8,Q00.00
Soils Testing 1 L.S. 8,000.00 8,000.00
Sub Total $511,508.00
10% Contingency $51,150.80
Total
This estimate of probable construction cost was prepared for estimating purposes
only. High Country Engineering, inc. cannot be held responsible for variances
from this estimate, as actual costs may vary due to bid and market fluctuations.
$562,658.80
. y • (7) t9 •• ; ;
iw• Cr) •Zi
O •• Cr) g • ui 2.7
tt )0 •. d
- ur
0
_ Vl
0
101 a c0a
mum E1-
�z
CD
0
�� �
CO
�Q.a
—r-
MI=gym
mi. 6' .
m
ea
NIS)
—tea
a)
iis, et
a�
o
10
July 6, 2000
ITEM
QUANTITY
HCE JOB NO: 97042.05
k:lgprodatalfile1971970421costest.xls (Hwy82 Imp.)
UNIT
COST
COST
Earthwork
Rock Excavation
4" Asphalt (2 -Lifts), Class CX
1.5" Asphalt Overlay, Class CX
12" Class 1 ABC
6" Class 6 ABC
Retaining Wall
Median Curb & Gutter
24" CMP
24" Flared End
8' Concrete Box Culvert
Relocate Inlets
Traffic Signals
Traffic Loops
Pavement Striping
Guardrail Type 3
Guardrail Type 4
Class I Ground Sign
Traffic Control
1 L.S. 77,000.00
100 C.Y. 55.00
5,300 S.Y. 9.60
19,400 S.Y. 4.10
1,750 C.Y. 20.00
880 C.Y. 21.00
3,600 S.F. 8.00
100 L.F. 11.00
77,000.00
5,500.00
50,880.00
79,540.00
35,000.00
18,480.00
28,800.00
1,100.00
263 L.F. 32.00 8,416.00
3 Each 400.00 1,200.00
440 L.F. 350.00 154,000.00
2 Each 1,000.00 2,000.00
1 L.S. 100,000.00 100,000.00
1 L.S. 13,000.00 13,000.00
1 L.S. 10,000.00 10,000.00
1,800 L.F. 22.00 39,600.00
1,150 L.F. 50.00 57,500.00
4 Each 250.00 1,000.00
1 L.S. 35,000.00 35,000.00
Raise Utilities 1 L.S. 10,000.00 10,000.00
Revegetate/Landscape 1 L.S. 5,000.00 5,000.00
Surveying/Construction Staking 1 L.S. 7,000.00 7,000.00
Soils Testing 1 L.S. 5,000.00 5,000.00
10% Contingency
Total
Sub Total $745,016.00
$74,501.60
$819,517.60
This estimate of probable construction cost was prepared for estimating purposes `‘•\‘ ‘ ‘ 11
only. High Country Engineering, Inc. cannot be held responsible for variances ��jSTEJQ
from this estimate, as actual costs may vary due to bid and market fluctuations. ;: • . O"• • //
� �"i.?) •"• • ty ,
.50 • �2y� .uJ-
/ —1 • Q,.J z
,o. (60 ' -
� ,�_
/ , ,� . •
ti
't1jAR�FES0 --
July 6, 2000
ITEM
QUANTITY
HCE JOB NO: 97042.05
'k:lgprodatalfile1971970421costest.xls (Landscape)
UNIT
COST
COST
BIue Heron ..�� .
Evergreen Trees (8' Average)
Deciduous Trees (4" Caliper)
Deciduous Trees (4" Caliper)
Irrigation
Evergreen Trees (8' Average)
5' Berm
36" ADS Pipe
Irrigation
67 EA
95 EA
67 EA
4509 LF
3 EA
1384 CY
100 LF
800 LF
480.00
510.00
480.00
1.30
480.00
6.10
35.50
1.30
32,160.00
48,450.00
32,160.00
5,861.70
1,440.00
8,442.40
3,550.00
1,040.00
SUB TOTAL
Phase 1 Revegetation Contigency
10% Construction Cost Contingency
TOTAL
$133,104.10
$133,104.10
$13,310.41
$279,518.61
111
`cASTERE
o° • . &t7a
1Cr '0O� • • w:
'4 ...; 0 . Z ma . • c*5 -
,,rl1 1',lb^ eV��p..
1111111111111111111111111111111111111111111111111111111
569191 09/11/2000 05:07P 81206 P636 M ALSDORF
8 of 8 R 40.00 D 0.00 GARFIELD COUNTY CO
July 6, 2000
ITEM
QUANTITY
HCE JOB NO: 97042.05
kagprodatalfile1971970421costest.
xis (cart path)
UNIT
COST
Mobilization
Earthwork
Rock Excavation
Concrete Path Section
Wood Path Section
Abutments
6" Class 6 ABC
10% Contingency
Total
1 L.S.
1 L.S.
200 C.Y.
491 L.F.
1652 L.F.
14 E.A.
100 C.Y.
20,000.00
100,000.00
50.00
60.00
350.00
5,000.00
30.00
Sub Total
COST
20,000.00
100,000.00
10,000.00
29,460.00
578,200.00
70,000.00
3,000.00
$810,660.00
$81,066.00
$891,726.00
This estimate of probable construction cost was prepared for estimating purposes
only. High Country Engineering, Inc. cannot be held responsible for variances
from this estimate, as actual costs may vary due to bid and market fluctuations.
...7..\\\"\111
Q�ApO _REGjs f i f
30939
, SIS/ t*`1 �
tt