HomeMy WebLinkAbout910053.tiff RESOLUTION
RE: APPROVE STATE HIGHWAY ACCESS PERMIT FOR WELD COUNTY ROAD 25 ONTO STATE HIGHWAY
14 AND AUTHORIZE CHAIRMAN TO SIGN
WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant
to Colorado statute and the Weld County Home Rule Charter, is vested with the
authority of administering the affairs of Weld County, Colorado, and
WHEREAS, the Board has been presented with a State Highway Access Permit for
Weld County Road 25 onto State Highway 14, and
WHEREAS, after review, the Board deems it advisable to approve said Access
Permit, a copy of which is attached hereto and incoporated herein by reference.
NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld
County, Colorado, that State Highway Access Permit be, and hereby is, approved.
BE IT FURTHER RESOLVED by the Board that the Chairman be, and hereby is,
authorized to sign said Permit.
The above and foregoing Resolution was, on motion duly made and seconded,
adopted by the following vote on the 14th day of January, A.D. , 1991.
BOARD OF COUNTY COMMISSIONERS
ATTEST: /() �/ �,//�/ / WELD COUNTY, • :' DO
dl2!✓y' �j7 U(/J e i:97
Weld County Clerk to the Board i Arr
//j� /� Gordon acy, . man
Deputy Clerk to the Bo Geo a Kenn y, Pro-Tem 4112;
APPROVED A TO FORM: )19,
onstance L. Harbert
County Attorney C. W. Kirby W. H. Webster
910053
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st& ;� MEMORAnDum: t., C. IV)
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To
Clerk to the Board
COLORADO F om Drew Scheltinga, County Engineer
Agenda Item - State Highway Access Permit
Subject:
Please place the following item on the Board's next agenda:
State Highway Access Permit for Weld County Road 25 onto State
Highway 14 in conjunction with the Waste Services Corporation
Use By Special Review Permit.
Appropriate documentation is attached.
DS/mw:mwmshap
Attachments
cc: Commissioner Harbert
State Highway Dept. File
91905:;
EXHIBIT A
DESIGN
1. Driveway shall be constructed 24 feet wide with 50 foot radii . Width at R.O.W
to be 24 feet, as per Exhibit "B".
2. The access approach shall be surfaced immediately upon completion of earthwork
construction and prior to being ,u d,.
3 \ i 3. Surfacing shall consist of;2' incne BP EX over,W inches ABC Class 6 and shall
extend from the highway travelled way to the right of way line.
Specifications for these materials are attached.
4. Compaction of the embankment shall comply with Section 203. 11 of the Division of
Highways Standard Specifications, seet attached sheets.
5. Speed change lanes shall be proved according to the attached detail sheet.
6. The first 20 feet beyond the closest highway lane, including speed change lanes,
shall slope down and away from the highway at a 2% grade to ensure proper drainage
control .
7. The horizontal axis of the access shall be at a right angle to the centerline of
the highway and extend a minimum of 40 feet beyond the outside edge of the nearest
lane.
8. The side slopes of the access approach shall be 6:1, maximum.
9. Drainage to the State Highway right of way shall not exceed the historical flow.
10. The area around the new work shall be well graded to drain, top soiled, fertilized,
mulched and reseeded.
11. An adequate length of new 18-inch corrugated steel pipe shall be provided.
12. If frost is present in the sub-grade, no surfacing material shall be placed until
all frost is gone or removed.
13. Owner is responsible for any utilities disrupted by the construction of this
driveway and all expenses incurred for repair.
14. Highway striping shall be done by the Permittee, to be coordinated with Mr.
Buck Shoemaker, at 353-9991.
916039
SH No/MP/Side: 14/148. 111/l eft
COLORADO DEPARTMEN t OF HIGHWAYS Local Jurisdiction: Weld County
Dist/se
STATE HIGHWAY ACCESS PERMIT Permit
No.: 04/01/20 P
DOH Perrmit 490132
'-' SHMW.: Bob Broyles (between 7:50-8:30 a.m./834-1458) Permit Fee: _ N/A
Date of Transmittal: 11/28/90
THE PERMITTEE;
•
Weld County
915 10th Avenue
Greeley, CO 80631
Phone: , 356-4000
is hereby granted permission to construct and use an access to the state highway at the location noted below.
The access shall be constructed, maintained and used in accordance with the terms and conditions of this permit,
including the State Highway Access Code and listed attachments. This permit may be revoked by the issuing
authority if at any time the permitted access and its use violate any of the terms and conditions of this permit.The use
of advance warning and construction signs,flashers, barricades and flaggers are required at all times during access
construction within State right-of-way in conformance with the MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES,Part VI.The issuing authority,the Department and their duly appointed agents and employees shall be held
harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit.
LOCATION:
Access is to be located on State Highway 14, a distance of 586 feet east from
Mile Post 148 on the north/left side.
ACCESS TO PROVIDE SERVICE TO:
Weld County Road 25 and Weld Sanitary Landfill
OTHER TERMS AND CONDITIONS:
1. This permit is only for the use and purpose stated in the Application and Permit.
A change in use of the property which results in a change in the type of driveway
operation may require reconstruction, relocation, or conformance of the driveway
to the Access Code.
2. Reconstruction or improvements to the access may be required when the permittee
has failed to meet required specifications of design or materials. If any con-
struction element fails within two years due to improper construction or material
specifications, the permittee is responsible for all repairs.
**SEE DESIGN ATTACHMENT "EXHIBIT A"**
MUNICIPALITY OR COUNTY APPROVAL
Required only when the appropriate local authority retains issuing authority.
By (X) Date Title
Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained
herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from
initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to
being used. The permittee shall notify Bob Sherri ff
with the Colorado Department of Highways in GrPPI Py at 150-9128
at least 48 hours prior to commencing construction within the State Highway right-of-way.
The person signing as the permittee must be the owner or legal representative of the property served by the permitted
access and have full a'/ho ' . to a..ept the permit and all it's terms and conditional.
,�//� ��,. ' ,. .e. , r... ,,. : . � . Date 1/14/91
�!� ld County Clerk to the Board
.w�� ATTEST• / �
BY: lff1 aI� _ ��rY� l_ Cl- . - ..
This permit is not valid until signed by a duly authorized representative of f e�-Sf.atg Department o iighways.
STATE OF COLORADO, DIVISION O IGHWAYS
ROBERT L. NGER, F EER /
By (X) Date e5/9/ Title Deputy Maintenance StIperintendelit
( to of issue)
•
COPY DISTRIBUTION: Required; Make copies as necessary for; Previok rti ns are_Obsolete and will not be used
1.District(Original) Local Authority Inspector V! ""� DOH Form 101
2.Applicant MTCE Patrol Traffic Engineer "I-'Ail 9/85
3.Staff ROW
The following paragraphs are pertinent I. jnlights of the State Highway Access Code.T' are provided for your convenience but
do not alleviate compliance with all sections of the Access Code.A copy of the State Hiy...vay Access Code is available from you:.
local Issuing authority(local government)or the State Department of Highways(Department).When this permit was Issued,the
issuing authority made its decision based in part on information submitted by the applicant, on the access category which Is
assigned to the highway,what alternative access to other public roads and streets is available,and safety and design standards.
Changes in use or design not approved by the permit or the issuing authority may cause the revocation or suspension of the permit.
I Appeals :..... - . . ... .: . „ -: -
1. Should the permittee or applicant chose to object to any of the terms or conditions of the permit placed therein by the
Department,an appeal must be filed with the Colorado Highway Commission within 60 days of transmittal of the permit for
permittee signature. The request for the hearing shall be filed in writing and submitted to the Colorado Highway
Commission,4201 East Arkansas Avenue, Denver, Colorado 80222.The request shall include reasons for the appeal and
may include recommendations by the permittee or applicant that would be acceptable to him.
2. The Department may consider any objections and requested revisions at the request of the applicant or permittee. If
agreement is reached,the Department,with the approval of the local issuing authority(if applicable),may revise the permit
accordingly,or issue a new permit,or require the applicant to submit a new application for reconsideration.Changes in the
original application, proposed design or access use will normally require submittal of a new application.
• 3. Regardless of any communications, meetings,or negotiations with the Department regarding revisions and objections to
the permit,if the permittee or applicant wishes to appeal the Department's decision to the Commission,the appeal must be
brought to the Commission within 60 days of transmittal of the permit.
- 4. Any appeal by the applicant or permittee of action by the local issuing authority when it is the appropriate local authority
(under subsection 2.4), shall be filed with the local authority and be consistent with the appeal procedures of the local
authority. - - -
5. If the final action is not further appealed,the Department or local authority may record the decision with the County Clerk
and Recorder.
II Construction standards and requirements
1. The access must be under construction within one year of the permit date. However, under certain conditions a one year
time extension may be granted if requested in writing prior to permit expiration.
2. The applicant shall notify the office specified on the permit at least 48 hours prior to construction.A copy of the permit shall
be available for review at the construction site. Inspections will be made during construction.
3. The access construction within highway right-of-way must be completed within 45 days.
4. It is the responsibility of the permittee to complete the construction of the access according to the terms and conditions of
the permit. If the permittee wishes to use the access prior to completion, arrangements must be approved by the issuing
authority and Department and included on the permit. The Department or issuing authority may order a halt to any
unauthorized use of the access. Reconstruction or improvements to the access may be required when the permittee has'--
failed to meet required specifications of design or materials. If any construction element fails within two years due to
improper construction or material specifications, the permittee is responsible for all repairs.
5. In the event it becomes necessary to remove any right-of-way fence,the posts on either side of the access shall be securely
braced with an approved end post before the fence is cut to prevent any slacking of the remaining fence.AII"posts and wire
removed are Department property and shall be turned over to a representative of the Department.
6. A copy of the permit shall be available for review at the construction site.If necessary,minor changes and additions shall be
ordered by the Department or local authority field inspector to meet unanticipated site conditions.
7. The access shall be constructed and maintained in a manner that shall not cause water to enter onto the roadway,and shall
not interfere with the drainage system in the right-of-way.
8. Where necessary to remove,relocate,or repair a traffic control device or public or private utilities for the construction of a
permitted access,the work shall be accomplished by the permittee without cost to the Department or issuing authority,and
at the direction of the Department or utility company.Any damage to the state highway or other public right-of-way beyond
that which is allowed in the permit shall be repaired immediately.
9. Adequate advance warning is required at all times during access construction,in conformance with the Manual on Uniform
Traffic Control Devices for Streets and Highways.This may include the use of signs,flashers,barricades and flaggers.This
is also required by section 42-4-501,C.R.S. as amended. The issuing.authority, the Department and their duly appointed
agents and employees shall be held harmless against any action for personal injury or property damage sustained by
.reason of the exercise of the permit.
III Changes in use and violations
1. If there are changes in the use of the access,the access permit-issuing authority must be notified of the change.A change in
property use which makes the existing access design or use in non-conformance with the Access Code or the terms and
conditions of the permit,may require the reconstruction or relocation of the access.Examples of changes in access use are;
an increase in vehicular volume by 20 percent,or an increase by 20 percent of a directional characteristic such as a left turn.
The issuing authority will review the original permit;it may decide it is adequate or request that you apply for a new permit.
2. All terms and conditions of the permit are binding upon all assigns, successors-in-interest and heirs.
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3. When a permitted driveway is constructed or used in violation of the Access Code,the local government or Department may
obtain a court order to halt the violation. Such access permits.may be revoked by the issuing authority.
IV Further information
1. When the permit holder wishes to make improvements to an existing legal access, he shall make his request by filing a
completed permit application form with the issuing authority.The issuing authority may take action only on the request for
improvement. Denial does not revoke the existing access.
2. The permittee,his heirs,successors-in-interest.and assigns,of the property serviced by the access shall be responsible for
meeting the terms and conditions of the permit and the removal or clearance of snow or ice upon the access even though
deposited on the access in the course of Department snow removal operations. The Department shall maintain in
unincorporated areas the highway drainage system,including those culverts under the access which are part of that system
within the right-of-way.
3. The issue date of the permit is the date the Department representative signs the permit which is after the permittee has
returned the permit signed and paid any required fees. - - •
•
4. The Department may,when necessary for the improved safety and operation of the roadway, rebuild, modify, remove,or
redesign the highway including any auxiliary lane.
5.. Any driveway, whether constructed before, on, or after June 30, 1979, may be required by the Department, with written
concurrence of the appropriate local authority,to be reconstructed or relocated to conform to the Access Code,either at
the property owner's expense if the reconstruction or relocation is necessitated by a change in the use of the property
which results in a chance in the type of driveway operation:or at the expense of the Department if the reconstruction or
relocation is necessitated by changes in road or traffic conditions.The necessity for the relocation or reconstruction shall
be determined by reference to the standards set forth in the Access Code.
EXHIBIT A
DESIGN
1. Driveway shall be constructed 24 feet wide with 50 foot radii . Width at R.O.W
to be 24 feet, as per Exhibit "B".
2. The access approach shall be surfaced immediately upon completion of earthwork
construction and prior to being usLd. I
3. Surfacing shall consist of,2" inche BP EX over/P'inches ABC Class 6 and shall
extend from the highway travelled way to the right of way line.
Specifications for these materials are attached.
4. Compaction of the embankment shall comply with Section 203. 11 of the Division of
Highways Standard Specifications, seet attached sheets.
5. Speed change lanes shall be proved according to the attached detail sheet.
6. The first 20 feet beyond the closest highway lane, including speed change lanes,
shall slope down and away from the highway at a 2% grade to ensure proper drainage
control .
7. The horizontal axis of the access shall be at a right angle to the centerline of
the highway and extend a minimum of 40 feet beyond the outside edge of the nearest
lane.
8. The side slopes of the access approach shall be 6: 1, maximum. •
9. Drainage to the State Highway right of way shall not exceed the historical flow.
10. The area around the new work shall be well graded to drain , top soiled , fertilized ,
mulched and reseeded.
11. An adequate length of new 18-inch corrugated steel pipe shall be provided.
12. If frost is present in the sub-grade , no surfacing material shall be placed until
all frost is gone or removed.
13. Owner is responsible for any utilities disrupted by the construction of this
driveway and all expenses incurred for repair.
14. Highway striping shall be done by the Permittee , to be coordinated with Mr.
Buck Shoemaker, at 353-9991.
SECTION 203.11 STANDARD SPECIFICATIONS
CONSTRUCTION OF EMBANKMENT AND TREATMENT
OF CUT AREAS WITH MOISTURE AND DENSITY CONTROL
The contract will show the areas in which embankments are to be
constructed with moisture and density control, and the distance below
subgrade to which such methods shall be applied. The moisture content
of the soil at the time of compaction shall be as specified or directed.
Within the areas indicated on the plans and to the designated depth
below subgrade, for the full width of roadbed in all cut sections, earth
shall be thoroughly scarified and the moisture content increased or
reduced, as necessary, to bring the moisture to the content specified.
This scarified layer shall then be compacted to the relative compaction
specified. The remainder of the area up to subgrade elevation shall be
constructed of suitable material placed at the moisture content specified
and compacted to the percent relative compaction specified.
All material in embankments designated on the plans shall be compacted
to the specified relative compaction.
Maximum dry density of all soil types encountered or to be used will be
determined in accordance with AASHTO T 99, or AASHTO T 180.
The amount of water to be used in compacting A-2-6, A-2-7, A-4 and A-6
through A-7 soils shall not deviate from optimum on the dry side by more
than 2 percentage points as determined by AASHTO T 99 or T 180 as designated
on the plans. A-4 soils which are unstable at the above moisture content
shall be compacted at a lower moisture content to the specified density.
The amount of water used in compacting all other soils shall be as required
to obtain the percent relative compaction required.
Full compensation for any additional work involved in drying embankment
material to the required moisture content shall be considered as included
in the contract price paid for excavating or furnishing the material and no
additional compensation will be allowed therefor.
The quantity of water shown on the plans may be subject to change due to
conditions brought about by storms, drought, or other causes.
Density requirements will not apply to portion of embankments, bases o£
cuts and bases of embankments constructed of materials which, as determined
by the Engineer, cannot be tested in accordance with any of the above
procedures for determining maximum dry density. Compaction for all materials
which cannot be tested by any of the above procedures, shall be in accordance
with subsection 203.12.
The percentage of relative compaction specified shall be equal to or greater
than minimum values as shown in the following table for the various classes
of soil and type of compaction.
111.0051
GENERAL SPECIFICATION
OR ROAD & HIGHWAY CONSTRUCTION
GREELEY AREA
GREGATE BASE COURSE "CLASS 1"
This ma ' 1 is generally placed on the existing soils or subgrade. It is referre o as
the subbase an forms the bottom of the roadway structure. It should have a rge rock;
1-1/2" ; an intermedi rock; #4; and a binder; #200. The binder is a dus his dust
serves to bind the aggrega ogether. When placed and compacted wit e proper moisture
content a subbase will become v stable and support traffic to . It is important that
the material be relatively free of c particles that red its strength.
Sieve Size --It- Passing
r
1-1 ,-'� 0
30-6
.#200 3-15
Liquid Limit not greater than 35
Plasticity Inde not greater than 6
Minimum "R" Val 78
AGGREGATE BASE COURSE "CLASS 6" 'Inches
The Class 6 Aggregate Base Course is normally placed on top of the Class 1 material . In
some applications it may also be placed on the soils or subgrade. It has the same
characteristics that a Class 1 has except that it is a little finer. It will develop
sufficient strength to support loads if placed and compacted with the proper moisture content.
Sieve Size % Passing
3/4" 100
#4 30-65
#8 25-55
#200 3-12
Liquid Limit not greater than 30
Plasticity Index not eater than 6
Minimum "R" ValuecZ: v
.--d
,. �Z-
HOT BITUMINOUS PAVEMENT Grading "EX" /2 Inches
Sieve Size Job Mix Formula - % Passing Tolerance
1/2" 100 None
#4 65 + 8
#8 55 + 8
#200 7 + 3
Asphalt required in mix
Grade AC-10
5.8 Minimum (By Weight of Total Mix)
Mixing Temperature 280° + 20° F.
Minimum Index of Retained Strength 75
HOT BITUMINO AVEUS�� MENT Grading "E" (Same as above except for the fol 'ng gradation)
Sieve Size -_ �W. ,�ob Mix Formula - % Passing_ olerance
3/4" None
64 + 8 ^.0J 3
#200 -,,/ 9 .., 3
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