HomeMy WebLinkAbout8.0 Resolution 99-071X 111111 11111 111111 111111 111 1111111 11111 111 11111 1111 1111
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STATE OF COLORADO )
)ss
County of Garfield ) •
At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held
in the Commissioners' Meeting Room, Garfield County Courthouse, in Glenwood Springs on Monday, the
28th day of June A.D. 19 99 there were present:
John Martin
Larry McCown
Walt Stowe
Don Deford
Mildred Alsdorf
Ed Green
, Commissioner Chairman
, Commissioner
, Commissioner
, County Attorney
, Clerk of the Board
, County Administrator
when the following proceedings, among others were had and done, to -wit:
RESOLUTION NO. 9 9 - 0 71
A RESOLUTION CONCERNING THE TERMINATION OF CASEY CONCRETE COMPANY'S
ONGOING MAINTENANCE OBLIGATIONS OF CR 103, AS STATED IN AN AGREEMENT
ENTERED INTO BY CASEY AS A PART OF RESOLUTION NO. 93-020.
WHEREAS, the Board of County Commissioners of Garfield County, Colorado, has received
application from Casey Concrete Company for a Special Use Permit to allow for the processing and
handling of natural resources, specifically for a concrete batch plant; and
WHEREAS, the Board held a public hearing upon the question of whether the above-described
Special Use Permit should be granted or denied, at which hearing the public and interested persons were
given the opportunity to express their opinions regarding the issuance of said Special Use Permit; and
WHEREAS, the Board did approve the above described Special Use Permit by Resolution No. 93-
020 and required Casey to maintain County Road 103 as a part of a separate agreement signed prior to
issuance of the permit; and
WHEREAS, Casey Concrete has met their obligations and has requested the termination of the
obligations contained in the aforementioned agreement.
NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield
County, Colorado, that the Casey Concrete Company has met their obligations to maintain County Road
103 and is no longer obligated to maintain County Road 103 as agreed to in Resolution No. 93-020
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Dated this 28th day of
ATTF�
N� SSS,,
June
, A.D. 19 9 9
Cleric of the Board (
GARFIELD COUNTY BOARD OF
COMMIS IO GARFIELD COUNTY,
OLORA
Chairman
Upon motion duly made and seconded the foregoing Resolutio was adopted• the following vote:
•uU •� t .S :11:1 0.1U
_
COMMISSIONER LARRY L. MCCOWN
COMMISSIONER WALTER A. STOWE
, Aye
STATE OF COLORADO )
)ss
County of Garfield )
I' , County Clerk and ex -officio Clerk of the Board of County
Commissioners in and for the County and State aforesaid do hereby certify that the annexed and foregoing
Resolution is truly copied from the Records of the Proceeding of the Board of County Commissioners for
said Garfield County, now in my office.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County, at
Glenwood Springs, this _ day of A.D. 19
County Clerk and ex -officio Clerk of the Board of County Commissioners
ase
&oncrefe eo.
P.O. BOX 1815
RIFLE, COLORADO 81650
June 16, 1999
Mark L. Bean, Director
Garfield County
Building and Planning Department
109 8" Street Suite 303
Glenwood Springs, Co. 81601
READY MIX
SAND AND GRAVEL
PHONE (970) 625-3489
OR (970) 625-1464
(970)963-9070
FAX (970) 963-0180
Return Receipt No. PZ 379 438 627
Re: Resolution No. 93-020
Agreement for Road Improvements on CR 103
Dear Mr. Bean:
As per our phone conversation today we have the following response.
Item number eight of the Agreement for Road Improvement on CR 103 states, in part,
"Should Casey, its heirs, successors, or assigns notify the County in writing that it has,
or will by a specified date, cease to use CR 103 for the primary vehicular access from
Highway 82 to the concrete batch plant facilities on the subject property, this
agreement shall be deemed to be terminated as to Casey's ongoing maintenance
obligations, as specified herein."
The Board of County Commissioners has approved a new access to Western Slope
Aggregates gravel pit. This approval was dated August 5, 1996 and was stated its
Resolution #96-48. This letter serves as notice that Casey Concrete has ceased to use
CR 103 for its primary vehicular access to the concrete batch plant.
We partially over laid with asphaltic concrete and then chip and sealed the 0.7 -mile
length of 103 Road. This created an average condition rating of 98, which exceeds our
obligation. I have enclosed a copy of H.P. Geotechnical's evaluation.
In lieu of the above circumstances, Casey's obligation for ongoing maintenance on CR
103 has been terminated as well.
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RECEIVED JUN 1 7 1999
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Thank you for your time and consideration in this matter.
Sincerely,
DICK CASEY CONCRETE CO.
.J-�-�
Richard Casey
President/Owner
Encl.
1-{EI'WORTII-PAWLAK GEOTECHNICAL, INC. 5020 Road 154
Glenwood Springs, CO SIMM
June 7, 1999
Casey Concrete
Attn: Dick Casey
P.O. Box 1815
Rifle, Colorado 81650
Fa‘ 970 945-:8454
I'hnne 970'115-7988
Job No. 198 358
Subject: Pavement Condition Evaluation, County Road 103, Garfield
County, 'iolorado
Mr. Casey:
As requested, HP Geotech has completed another evaluation of the pavement
condition at County Road 103, from the intersection of State Highway 82,
approximately 0.7 miles to the north. The roadway was partially over laid with
asphaltic concrete and then chip -sealed the 0.7 mile length.
The evaluation was performed in accordance with "A Pavement Rating System
for Low -Volume Asphalt Roads" by The Asphalt Institute (IS -169) dated
riovernber 1977.
rhe section of road was independently observed by two qualified staff
members, June 3, 1999.
The attached Rating Forms indicate an average Condition Rating of 98.
If you have any questions, or we can be of further assistance, please contact
this office.
incerely,
IiEPWORTH - PAWLAI( GEOTECHNICAL, INC.
Michael Evans, S.E.T.
ME/kc
„r:v. By. DEH
Encl.
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ASPHALT PAVEMENT RATIN(: FORM• .loh No. 198 358
S'I'REE"1' OR ROUTE: County Rd 103 CITY OR COUNTY: Garfield
LENGTH OF PROJECT: approx. 0.7 miles WIDTH: varies 22' - 30'
PAVEMENT TYPE: chip seal DATE: 6-3-99
(Note: A rating of "0" indicates defect docs not occur)
1)ErECTS
RATING
Transverse ('racks
0-5 (1
Longitudinal Cracks 0-5 0
Alligator Cracks 0-1(1 0
Shrinkage Cracks
0-5 (I
Rutting...(minor rutting in arca of chip seal only at about0-10
.3 miles up from 82 in southbound lame)
rrug:uious
0-5 f)
Raveling
Shoving or Pushing 0-1(1 0
I'ot Holes
0-111 Il
Excess Asphalt I)-1(1 (I
1'olishci1 Aggregate
0-5 0
Deficient Drainage 0-10 1)
Overall Riding Quality (0 is excellent, 1(1 is very poor) 0-1(I y,
Sun of Defects
('ondition Rating = 100 - Num of Defects
= 100 -
('ondition Rating •= 99
Evaluated hy: Dan Hardin
ASPHALT PAVEMENT RATING FORM Job No. 198 358
STREET OR ROUTE: County Rd 103
CITY OR COUNTY: Garfield
LENGTH OF PROJECT: approx. 0.7 miles WIDTH: varies 22' - 30'
PAVEMENT TYPE: asphalt + chip seal DATE: 6-3-99
(Note: A ra ting of "0" indicates defect docs not occur)
111:F EC TS
Transverse Cracks 1tATI NG
0-5 0
Longitudinal Cracks
0-5 11
Alligator Cracks
0-10 0
Shrinkage Cracks
0-5 0
Rutting
0-10 2
('orrngatious
Raveling
0-5 Il
Shoving or Pushing
0-10 0
l'ot Holes
0-10 0
Excess ;\sphalt
0-10 0
Polished Aggregate
0-5 II
Deficient Drainage
0-1(1 (I
Overall Riding Quality (0 is excellent, 10 is very poor) 0-10
Sum of Defects 3
t'nndition 12ating = 100 - Sum of Defects
= 1(1(1
t'Ondiiinn Rating 97
Evaluated by: Michael Evans
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