HomeMy WebLinkAbout20040616.tiff - PRELIMINARY -
IMPROVEMENTS AGREEMENT ACCORDING TO
POLICY REGARDING COLLATERAL FOR IMPROVEMENTS
(PUBLIC ROAD MAINTENANCE)
THIS AGREEMENT,made and entered into this day of , 20_,by and
between the County of Weld,State of Colorado,acting through its Board of County Commissioners,hereinafter
called"County," and_Cattail Creek Group,LLC ,hereinafter called"Applicant."
WITNESSETH:
WHEREAS,Applicant is the owner of,or has a controlling interest in the following described property
in the County of Weld,Colorado:
Part of the SW4 Section 9,Township 6 North,Range 66 West of the 6'"P.M.,Weld County,Colorado.
Lot C,RE-2637.
WHEREAS,a final Subdivision/Planned Unit Development(PUD)Plat of said property,to be known as
Cattail Creek PUD has been submitted to the County for approval;and
WHEREAS,relevant Sections of the Weld County Code provide that no Subdivision Final Plat,Planned
Unit Development Final Plat,or Site Plan shall be approved by the County until the Applicant has submitted a
Subdivision Improvements Agreement guaranteeing the construction of the public improvements shown on plans,
plats and supporting documents of the Subdivision Final Plat,Planned Unit Development Final Plat,or Site Plan,
which improvements,along with a time schedule for completion,are listed in Exhibits A and B of this Agreement.
NOW,THEREFORE,IN CONSIDERATION OF the foregoing and of the acceptance and approval
of said Final Plat,the parties hereto promise,covenant and agree as follows:
1.0 Engineering Services: Applicant shall furnish,at its own expense,all engineering services in
connection with the design and construction of the Subdivision or Planned Unit Development
improvements listed on Exhibit A, which is attached hereto and incorporated herein by
reference.
1.1 The required engineering services shall be performed by a Professional Engineer and
Land Surveyor registered in the State of Colorado,and shall conform to the standards
and criteria established by the County for public improvements.
1.2 The required engineering services shall consist of, but not be limited to, surveys,
designs,plans and profiles,estimates,construction supervision,and the submission of
necessary documents to the County.
1.3 Applicant shall furnish drawings and cost estimates for roads within the Subdivision or
Planned Unit Development to the County for approval prior to the letting of any
construction contract. Before acceptance of the roads within the Subdivision or
Planned Unit Development by the County, Applicant shall furnish one set of
Page 1 of 14
2004-0616
2.0 Rights-of-way and Easements: Before commencing the construction of any improvements
herein agreed upon,Applicant shall acquire,at its own expense,good and sufficient rights-of-
way and easements on all lands and facilities traversed by the proposed improvements. All such
rights-of-way and easements used for the construction of roads to be accepted by the County
shall be conveyed to the County and the documents of conveyance shall be furnished to the
County for recording.
3.0 Construction: Applicant shall furnish and install, at its own expense, the Subdivision or
Planned Unit Development improvements listed on Exhibit A,which is attached hereto and
incorporated herein by reference, according to the construction schedule set out in Exhibit B
also attached hereto and incorporated herein by reference.
3.1 Said construction shall be in strict conformance to the plans and drawings approved by
the County and the specifications adopted by the County for such public improvements.
Whenever a Subdivision or Planned Unit Development is proposed within three miles
of an incorporated community located in Weld County or located in any adjacent
county,the Applicant shall be required to install improvements in accordance with the
requirements and standards that would exist if the plat were developed within the
corporate limits of that community. If the incorporated community has not adopted
such requirements and standards at the time the Subdivision or Planned Unit
Development is proposed, the requirements and standards of the County shall be
adhered to. If both the incorporated community and the County have requirements and
standards,those requirements and standards that are more restrictive shall apply.
r-.
3.2 Applicant shall employ, at its own expense, a qualified testing company previously
approved by the County to perform all testing of materials or construction that is
required by the County;and shall furnish copies of test results to the County.
3.3 At all times during said construction,the County shall have the right to test and inspect,
or to require testing and inspection of material and work,at Applicant's expense. Any
material or work not conforming to the approved plans and specifications shall be
removed and replaced to the satisfaction of the County at Applicant's expense.
3.4 Applicant shall furnish proof that proper arrangements have been made for the
installation of sanitary sewer or septic systems, water, gas, electric and telephone
services.
3.5 Said Subdivision or Planned Unit Development improvements shall be completed,
according to the terms of this Agreement,within the construction schedule appearing in
Exhibit B. The Board of County Commissioners,at its option,may grant an extension
of the time of completion shown on Exhibit B upon application by the Applicant
subject to the terms of Section 6 herein.
4.0 Release of Liability: Applicant shall indemnify and hold harmless the County from any and all
liability loss and damage County may suffer as a result of all suits,actions or claims of every
nature and description caused by,arising from,or on account of said design and construction of
improvements,and pay any and all judgments rendered against the County on account of any
such suit,action or claim,together with all reasonable expenses and attorney fees incurred by
County in defending such suit,action or claim whether the liability,loss or damage is caused by,
or arises out of the negligence of the County or its officers, agents,employees,or otherwise
Page 2 of 14
except for the liability,loss,or damage arising from the intentional torts or the gross negligence
of the County or its employees while acting within the scope of their employment. All
contractors and other employees engaged in construction of the improvements shall maintain
adequate worker's compensation insurance and public liability insurance coverage, and shall
operate in strict accordance with the laws and regulations of the State of Colorado governing
occupational safety and health.
5.0 Off-Site Improvements Reimbursement Procedure: The subdivider,applicant,or owner may be
reimbursed for off-site road improvements as provided in this section when it has been
determined by the Board of County Commissioners that the road facilities providing access to
the Subdivision or Planned Unit Development are not adequate in structural capacity,width,or
functional classification to support the traffic requirements of the uses of the Subdivision or
Planned Unit Development.
5.1 The subdivider,applicant,or owner shall enter into an off-site improvements agreement
prior to recording the final plat when the subdivider, applicant, or owner expects to
receive reimbursement for part of the cost of the off-site improvements.
5.2 The off-site improvements agreement shall contain the following:
The legal description of the property to be served.
The name of the owner(s)of the property to be served.
A description of the off-site improvements to be completed by the subdivider,
applicant,or owner.
The total cost of the off-site improvements.
The total vehicular trips to be generated at build-out by the Subdivision,
Resubdivision, or Planned Unit Development, as specified by the ITE Trip
Generation Manual, or by special study approved by the Board of County
Commissioners.
A time period for completion of the off-site improvements.
The terms of reimbursement.
The current address of the person to be reimbursed during the term of the
agreement.
Any off-site improvements agreement shall be made in conformance with the
Weld County policy on collateral for improvements.
5.3 If the subdivider,applicant,or owner fails to comply with the improvements agreement,
the opportunity to obtain reimbursement under this section is forfeited.
5.4 When it is determined by the Board of County Commissioners that vehicular traffic
from a Subdivision, Resubdivision, or Planned Unit Development will use a road
improvement constructed under an improvements agreement, the subsequent
subdivider,applicant,or owner shall reimburse the original subdivider, applicant,or
owner, for a portion of the original construction cost. In no event shall the original
subdivider, applicant, or owner collect an amount which exceeds the total cost of
improvements less the pro rata share of the total trip impacts generated by the original
development. Evidence that the original subdivider, applicant, or owner has been
reimbursed by the subsequent subdivider,applicant or owner shall be submitted to the
Department of Planning Services prior to recording the Subdivision,Resubdivision,or
Planned Unit Development Final Plat.
Page 3 of 14
5.5 The amount of road improvement costs to be paid by the subsequent subdivider,
applicant, or owner of a Subdivision, Resubdivision, or Planned Unit Development
using the road improvements constructed under a prior improvement agreement will be
based upon a pro rata share of the total trip impacts associated with the number and
type of dwelling units and square footage and type of nonresidential developments
intended to use the road improvement. The amount of road improvement costs shall
also consider inflation as measured by the changes in the Colorado Construction Cost
Index used by the Colorado Division of Highways. The cost of road improvements
may be paid by cash contribution to the prior subdivider, applicant or owner,or by
further road improvements which benefit the prior subdivider, applicant, or owner's
property. This decision shall be at the sole discretion of the Board of County
Commissioners based upon the need for further off-site road improvements.
5.6 The report entitled TRIP GENERATION (Third Edition, 1982) of the institute of
Transportation Engineers shall normally be used for calculating a reasonable pro rata
share of the road improvement construction costs for all Subdivisions,Resubdivisions,
or Planned Unit Developments. A special transportation study shall be used for land
uses not listed in the ITE Trip Generation Manual. Any question about the number of
trips a Subdivision,Resubdivision,or Planned Unit Development will generate shall be
decided by the County Engineer.
5.7 The term for which the subdivider, applicant,or owner is entitled to reimbursement
under the off-site improvements agreement,entered into between the subdivider and the
County,is ten years from the date of execution of a contract for road improvements.
5.8 This provision is not intended to create any cause of action against Weld County or its
officers or employees by any subdivider,applicant,or owner for reimbursement,and in
no way is Weld County to be considered a guarantor of the monies to be reimbursed by
the subsequent subdividers,applicants,or owners.
6.0 Acceptance of Streets for Maintenance by the County: Upon compliance with the following
procedures by the Applicant,streets within a Subdivision or Planned Unit Development may be
accepted by the County as a part of the County road system and will be maintained and repaired
by the County.
6.1 If desired by the County, portions of street improvements may be placed in service
when completed according to the schedule shown on Exhibit B, but such use and
operation shall not constitute an acceptance of said portions.
6.2 County may, at its option, issue building permits for construction on lots for which
street improvements detailed herein have been started but not completed as shown on
Exhibit B,and may continue to issue building permits so long as the progress of work
on the Subdivision or Planned Unit Development improvements in that phase of the
development are satisfactory to the County;and all terms of this Agreement have been
faithfully kept by Applicant.
6.3 Upon completion of the construction of streets within a Subdivision or Planned Unit
Development and the filing of a Statement of Substantial Compliance,the applicant(s)
may request in writing that the County Engineer inspect the streets and recommend that
the Board of County Commissioners accept them for partial maintenance by the
County. Partial maintenance consists of all maintenance except for actual repair of
Page 4 of 14
streets, curbs and gutters, and related street improvements. Not sooner than nine
months after acceptance for partial maintenance of streets,the County Engineer shall,
upon request by the applicant,inspect the subject streets,and notify the applicant(s)of
any deficiencies. The County Engineer shall reinspect the streets after notification from
the applicant(s)that any deficiencies have been corrected. If the County Engineer finds
that the streets are constructed according to County standards, he shall recommend
acceptance of the streets for full maintenance. Upon a receipt of a positive unqualified
recommendation from the County Engineer for acceptance of streets within the
development,the Board of County Commissioners shall accept said streets as public
facilities and County property,and shall be responsible for the full maintenance of said
streets including repair.
7.0 General Requirements for Collateral:
7.1 The value of all collateral submitted to Weld County must be equivalent to One-
Hundred percent(100%)of the value of the improvements as shown in this Agreement
Prior to Final Plat approval,the applicant shall indicate which of the five types of
collateral preferred to be utilized to secure the improvements subject to final approval
by the Board of County Commissioners and the execution of this Agreement.
Acceptable collateral shall be submitted and the plat recorded within six(6)months of
the Final Plat approval. If acceptable collateral has not been submitted within six(6)
months then the Final Plat approval and all preliminary approvals shall automatically
expire. An applicant may request that the County extend the Final Plat approval
provided the cost estimates are updated and the development plans are revised to
,r'^, comply with all current County standards,policies and regulations. The improvements
shall be completed within one(1) war after the Final Plat approval(not one war
after acceptable collateral is submitted) unless the applicant(s) requests that this
Agreement be renewed at least thirty (30) days prior to its expiration and further
provides that cost estimates for the remaining improvements are updated and
collateral is provided in the amount of One-Hundred percent(100%)of the value of
the improvements remaining to be completed. If improvements are not completed and
the agreement not renewed within these time frames,the County,at its discretion,may
make demand on all or a portion of the collateral and take steps to see that the
improvements are made.
7.2 The applicant may choose to provide for a phased development by means of
designating filings of a Planned Unit Development Final Plan or Subdivision Final
Plan. The applicant would need only to provide collateral for the improvements in each
filing as approved. The County will place restrictions on those portions of the property
that are not covered by collateral which will prohibit the conveyance of the property or
the issuance of building permits until collateral is provided or until improvements are in
place and approved pursuant to the requirements for a Request for Release of
Collateral.
7.3 The applicant intends to develop in accordance with Exhibits A and B. The costs ofthe
improvements described in Exhibit A will be adjusted higher or lower for the year and
quarter in which the contemplated work is being performed based on The State
Highway Bid Price Index contained in the Quarterly Cost Report of The Engineering
News-Record as published by The McGraw-Hill Companies. The applicant has
provided cost estimates for all phases of the development which will be adjusted in
Page 5 of 14
accordance with The State Highway Bid Price Index at the time of posting of collateral
for each phase.
8.0 Improvements Guarantee: The five types of collateral listed below are acceptable to Weld
County subject to final approval by the Board of County Commissioners.
8.1 An irrevocable Letter of Credit from a Federal or State licensed fmancial institution on
a form approved by Weld County. The Letter of Credit shall state at least the
following:
8.1.1 The Letter of Credit shall be in an amount equivalent to One-Hundred percent
(100%)of the total value of the improvements as set forth in Section 6.0 and
Exhibits A and B.
8.1.2 The Letter of Credit shall provide for payment upon demand to Weld County
if the developer has not performed the obligations specified in the
Improvements Agreement and the issuer has been notified of such default.
8.1.3 The applicant may draw from the Letter of Credit in accordance with the
provisions of this policy.
8.1.4 The issuer of the Letter of Credit shall guarantee that, at all times, the
unreleased portion of the Letter of Credit shall be equal to a minimum of One-
Hundred percent(100%)of the estimated costs of completing the uncompleted
portions of the required improvements, based on inspections of the
development by the issuer. In no case shall disbursement for a general
improvement item exceed the cost estimate in the Improvements Agicxment
(i.e., streets, sewers, water mains and landscaping, etc.). The issuer of the
Letter of Credit will sign the Improvements Agreement acknowledging the
agreement and its cost estimates.
8.1.5 The Letter of Credit shall specify that fifteen percent(15%)of the total Letter
of Credit amount cannot be drawn upon and will remain available to Weld
County until released by Weld County.
8.1.6 The Letter of Credit shall specify that the date of proposed expiration of the
Letter of Credit shall be either the date of release by Weld County of the final
fifteen percent (15%), or one year from the date of Final Plat approval,
whichever occurs first. Said letter shall stipulate that,in any event,the Letter
of Credit shall remain in full force and effect until after the Board has received
sixty(60) days written notice from the issuer of the Letter of Credit of the
pending expiration. Said notice shall be sent by certified mail to the Clerk to
the Board of County Commissioners.
8.2 Trust Deed upon all or some of the proposed development or other property acceptable
to the Board of County Commissioners provided that the following are submitted:
8.2.1 In the event property within the proposed development is used as collateral,an
appraisal is required of the property in the proposed development by a
disinterested Member of the American Institute of Real Estate Appraisers
(M.A.I.) indicating that the value of the property encumbered in its current
Page 6 of 14
degree of development is sufficient to cover One-Hundred percent(100%)of
the cost of the improvements as set forth in the Improvements Agreement plus
all costs of sale of the property.
8.2.2 In the event property other than the property to be developed has been
accepted as collateral by Weld County, then an appraisal is required of the
property by a Member of the Institute of Real Estate Appraisers (M.A.I.)
indicating that the value of the property encumbered in its current state of
development is sufficient to cover One-Hundred percent(100%)of the cost of
the improvements as set forth in the Improvements Agreement plus all costs of
sale of the property.
8.2.3 A title insurance policy insuring that the Trust Deed creates a valid
encumbrance which is senior to all other liens and encumbrances.
8.2.4 A building permit hold shall be placed on the encumbered property.
8.3 Escrow Agreement that provides at least the following:
8.3.1 The cash in escrow is at least equal to One-Hundred percent(100%) of the
amount specified in the Improvements Agreement.
8.3.2 The escrow agent guarantees that the escrowed fluids will be used for
improvements as specified in the agreement and for no other purpose and will
. , not release any portion of such funds without prior approval of the Weld
County Board of Commissioners.
8.3.3 The escrow agent will be a Federal or state-licensed bank or financial
institution.
8.3.4 If Weld County determines there is a default of the Improvements Agi ,eut,
the escrow agent, upon request by the County, shall release any remaining
escrowed funds to the County.
8.4 A surety bond given by a corporate surety authorized to do business in the State of
Colorado in an amount equivalent to One-Hundred percent(100%)of the value of the
improvements as specified in the Improvements Agreement.
8.5 A cash deposit made with the County equivalent to One-Hundred percent(100%)of the
value of the improvements.
9.0 Request for Release of Collateral: Prior to release of collateral for the entire project or for a
portion of the project by Weld County,the Applicant must present a Statement of Substantial
Compliance from an Engineer registered in the State of Colorado that the project or a portion of
the project has been completed in substantial compliance with approved plans and specifications
documenting the following:
9.1 The Engineer or his representative has made regular on-site inspections during the
course of construction and the construction plans utilized are the same as those
approved by Weld County.
Page 7 of 14
9.2 Test results must be submitted for all phases of this project as per Colorado
Department of Transportation (CDOT) Schedule for minimum materials sampling,
testing and inspections found in CDOT Materials Manual.
9.3 "As-built"plans shall be submitted at the time the letter requesting release of collateral
is submitted. The Engineer shall certify that the project "as-built" is in substantial
compliance with the plans and specifications as approved, or that any material
deviations have received prior approval from the County Engineer.
9.4 The Statements of Substantial Compliance must be accompanied,if appropriate,by a
letter of acceptance of maintenance and responsibility by the appropriate utility
company,special district or town for any utilities.
9.5 A letter must be submitted from the appropriate Fire Authority indicating the fire
hydrants are in place in accordance with the approved plans. The letter shall indicate if
the fife hydrants are operational and state the results of fife flow tests.
9.6 The requirements in Sections 9.0 thru 9.5 shall be noted on the final construction plans.
9.7 Following the submittal of the Statement of Substantial Compliance and
recommendation of acceptance of the streets for partial maintenance by the County,the
applicant(s)may request release of the collateral for the project or portion of the project
by the Board. This action will be taken at a regularly scheduled public meeting of the
Board.
9.8 The request for release of collateral shall be accompanied by"Warranty Collateral"in
the amount of fifteen percent(15%)of the value of the improvements as shown in this
Agreement excluding improvements fully accepted for maintenance by the responsible
governmental entity,special district or utility company.
9.9 The warranty collateral shall be released to the applicant upon final acceptance by the
Board of County Commissioners for full maintenance under Section 5.3 herein.
10.0 Public Sites and Open Spaces: When the Board of County Commissioners, pursuant to a
rezoning, Subdivision or Planned Unit Development, requires the dedication, development
and/or reservation of areas or sites other than Subdivision or Planned Unit Development streets
and utility easements of a character, extent and location suitable for public use for parks,
greenbelts or schools, said actions shall be secured in accordance with one of the following
alternatives,or as specified in the Planned Unit Development plan,if any:
10.1 The required acreage,as may be determined by relevant Sections of the Weld County
Code,shall be dedicated to the County or the appropriate school district,for one of the
above purposes. Any area so dedicated shall be maintained by the County or school
district.
10.2 The required acreage,as determined by relevant Sections of the Weld County Code may
be reserved through deed restrictions as open area,the maintenance of which shall be a
specific obligation in the deed of each lot within the Subdivision or Planned Unit
Development.
Page 8of14
10.3 In lieu of land,the County may require a payment to the County in an amount equal to
the market value at the time of Final Plat submission of the required acreage as
determined by relevant Sections of the Weld County Code. Such value shall be
determined by a competent land appraiser chosen jointly by the Board and the
Applicant. The cash collected shall be deposited in an escrow account to be expended
for parks at a later date.
11.0 Successors and Assigns: This Agreement shall be binding upon the heirs,executors,personal
representatives, successors and assigns of the Applicant, and upon recording by the County,
shall be deemed a covenant running with the land herein described,and shall be binding upon
the successors in ownership of said land.
IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed on the day and
year first above written.
APPLICANT:
APPLICANT:
1TTLE:
Subscribed and sworn to before me this day of 20
My Commission expires:
Notary Public
Page 9 of 14
ATTEST: BOARD OF COUNTY COMMISSIONERS
WELD COUNTY,COLORADO
Weld County Clerk to the Board ,Chair
BY:
Deputy Clerk to the Board
APPROVED AS TO FORM:
County Attorney
Page 10 of 14
EXHIBIT A
Name of Subdivision Cattail Creek PUD
Filing:
Location: Lot C RE-2637,located in the SW4 09-06-66,located north and adjacent to WCR 70 and east of
and adjacent to WCR 29.
Intending to be legally bound,the undersigned Applicant hereby agrees to provide throughout this Subdivision or
Planned Unit Development the following improvements. (Leave spaces blank where they do not apply.)
Improvements Quantity Units Unit Costs Estimated Construction
Cost
Site grading INDIVIDUAL BASIS: CONSTRUCTION
Street grading PART OF STREET PAVING
Street base PART OF STREET PAVING
Street paving 4,285 Sq. $12.20 $52,277.00
Curbs,gutters,and culverts 1 Unit $600.00 $ 600.00
Sidewalk
Storm sewer facilities
Retention ponds
Ditch Improvements
Subsurface drainage
Sanitary sewers
Trunk and forced lines
Mains
Laterals(house connected)
On-site sewage facilities
On-site water supply and storage: Investment Fee 9 Unit $7,500.00 $67,500.00
Water Mains(includes bore)
Fire hydrants 2 Unit $2,000.00 $ 4,000.00
Survey and street monuments and boxes
Street lighting
Street Names and Stop Signs 2 Signs $50.00 $ 100.00
Fencing requirements
Landscaping 14 Trees $200.00 $ 2,800.00
Park improvements(Bus Shelter) 1 Unit $2,000.00 $ 2,000.00
Road culvert 1 Unit $2,000.00 $ 2,000.00
Grass lined swale
Telephone 1 Unit $3,000.00 $ 3,000.00
Gas
Electric 1 Unit $40,000.00 $ 40,000.00
Water transfer: Raw Water Requirement 1 Unit $117,000 $117,000.00
SUB-TOTAL: $291,277.00
Engineering and Supervision Costs$
(Testing, inspection, as-built plans and work in addition to preliminary and final plat; supervision of actual
construction by contractors)
TOTAL ESTIMATED COST OF IMPROVEMENTS AND SUPERVISION $
Page 11 of 14
The above improvements shall be constructed in accordance with all County requirements and specifications,and
conformance with this provision shall be determined solely by Weld County,or its duly authorized agent.
Said improvements shall be completed according to the construction schedule set out in Exhibit AB.@
By:
Applicant
Applicant
Date: ,20
Title
(If corporation,to be signed by President and attested to by Secretary,together with corporate seal.)
r
r
Page 12 of 14
EXHIBIT B
Name of Subdivision Cattail Creek PUD
Filing:
Location: Lot C RE-2637,located in the SW4 09-06-66,located north and adjacent to WCR 70 and east of
and adjacent to WCR 29.
All improvements shall be completed within 3 years from the date of approval of the final plat.
Construction of the improvements listed in Exhibit A shall be completed as follows:
(Leave spaces blank where they do not apply.)
Improvements Time for Completion
Site grading Spring—Autumn,2004
Street grading See Street Paving
Street base See Street Paving
Street paving Spring—Autumn,2004
Curbs,gutters,and culverts Spring—Autumn,2004
Sidewalk
Storm sewer facilities
Retention ponds
Ditch improvements
Subsurface drainage
Sanitary sewers
Trunk and forced lines
Mains
Laterals(house connected)
On-site sewage facilities
On-site water supply and storage Spring—Autumn,2004
Water mains
Fire hydrants
Survey and street monuments and boxes
Street lighting
Street name signs Spring—Autumn,2004
Fencing requirements
Landscaping Spring—Autumn,2004
Park improvements
Road culvert Spring-Autumn,2004
Grass lined swale
Telephone Spring—Autumn,2004
Gas
Electric Spring—Autumn,2004
Water transfer Spring—Autumn,2004
SUB-TOTAL:
Page 13of14
The County,at its option,and upon the request of the Applicant,may grant an extension of time for
completion for any particular improvements shown above,upon a showing by the Applicant that the above
schedule cannot be met.
By:
Applicant
Applicant
Date: ,20
Title
(If corporation,to be signed by President and attested to by Secretary,together with corporate seal.)
Page 14 of 14
FROM : AGGREGATE IND GREELEY ^ PHONE NO. : 970 378 6956 — Dec. 04 2003 11:45AM P2
Aggregate Industries -WCR, Inc.
Contracting Division
361 71"Avenue Greeley, CO 80634
Telephone 970-353-2005 Facsimile 970-378-8856 AGGREGATE
Mailing Address: PO Box 337231,Greeley,CO 80633
INDUSTRIES
ESTIMATE AND AGREEMENT
December 4,2003
Cattail Creek Subdivision
Weld County
To; Todd Hodgenson Design
Ann: Anne Johnson Fax: 970-613.8775
This proposal is for all Labor, Equipment and Materials to perform the following described work:
Item: Composite Asphalt
1. Fine grade from+or-0.1 foot and surface compact sub-grade.
2. Place and compact 6'aggregate base course.
3. Lay and compact 3'asphalt mat.
4. 3'gravel shoulders included.
Roadway Approx.4,115sy @I$12.20 $50.203.00
Bus Stop Approx. 135sy @$12 20 $1,647.00
Entrance Stub Approx. 35sy @$12.20 $402760"
Item: Roadbase only
1. Fine grade from+or—0.1 foot and surface Compact sub-grade.
2. Place and compact 6"aggregate base course.
3. 3'gravel shoulders included.
Approx. 4,115sy @$6.90 $28.393.50
Notes:
1. This Estimate and Agreement and attached forms must be made part and parcel to any contract agreement into which
Aggregate Industries may enter
2. Above quantities are estimated,billing will be based on final field measurements at unit price.
3. Above prices based on 1 mobilization,add$1000.00 for each additional mobilization due to causes not weather related,
4. If sod sterilent required of Aggregate Industries add$0.18 per sy.
5. If Aggregate Industries is to adjust water valves and manholes to final grade with concrete collars add$340.00 per water
valve and$390.00 per manhole.
6. Repair of unstable utility trenches or sub-grade not included.
7. Site grading outside paving limits not included.
8. Permit and cost not included.
9, Patching for utilities and other such miscellaneous$60.00 per sy.
10. Erosion control not included.
11. Traffic control not included.
12. Paint striping and permanent signing not included.
13. See following pages for additional conditions.
FROM : AGGREGATE IND CREELEY PHONE NO. : 970 378 6856 Dec. 04 2003 11:45AM P3
Aggregate Industries Page 2
Estimate and Agreement
`e"-••• We hereby propose to furnish materials and labor to complete the work outlined herein for the sum of:
Per unit erica above based on*Oval installed quantities
Payment to be made as follows: Thirty(301 dove from date of invoice.
This Estknate and Agreement and attached forms must be made part and parcel to any contract agreement into which Aggregate Industries may enter.
This agreement excludes Barricades and Traffic Control,unless otherwise stated.
ADDITIONAL PROVISIONS
1. SCOPE: The purchaser shall be the person or persons andror The Company acceptinl9 this proposal. Aggregate Industries shall furnish all
necessary material,labor and equipment to complete the work specified herein. Unless otherwise speed by the protect plans and
specification,all materials and workmanship shall be in accordance with applicable Colorado Department of Transportation Specifications and
Standards,
2. PROPOSAL OFFER EXPIRATION: This proposal shall be void unless accepted within days from the date hereof(30 days unless Otherwise
stated.)
3. WORK CONDITIONS: Unless otherwise stated herein the contract price is based upon the following conditions:
a. Aggregate Industries will be provided with the adequate access to the work site that Aggregate Industries deems necessary
b. Aggregate Industries will be provided a work site tree of obstructions and free of interference by others.
c. The work covered by this agreement shall be performed in a single.continuous operation that will require only
one mobilization,unless otherwise stated herein.
d. The work covered by this agreement is based upon producing the necessary homy asphalt by Aggregate Industries's own
homix plant and is subject to the seasonal operation of said hotmix plant.
Variances from the above conditions shall be considered changes to the work,see Item No.10.
e. PERFORMANCE: Unless otherwise stated the work covered by this agreement must be completed within Aggregate Industries's current
construction season. If for any reason the work is delayed into a subsequent construction season the contract price may be Increased to
reflect Aggregate Industries's prices current for when the work is done. Aggregate Industries's normal construction season is April thrt
November(inclusive)of each calendar year.
se—. 5. AUTHORIZATION: The purchaser represents that he/they are the owner of the premises on which the proposed work Is to be done or that
they are the authorized representative of the owner and that the owners permission and authority is hereby granted to Aggregate Industries to
perform such work on the subject premises.
B. VEGETATION: It is agreed that if a soil sterilizer andlor vegetation growth Inhibitor is applied in an effect to prevent weed growth that no
guarantee is expressed or implied that its use will have satisfactory effect. The purchaser hereby covenants and agrees to save and hold
harmless Aggregate Industries and Its agents from and against any and all damages,claims,costs or expenses whatsoever arising from or
growing out of the use of such soil steriizer and/or vegetation growth inhibitor.
7. SUBGRADE SOIL CONDITIONS: The purchaser may wish to engage an independent licensed soils engineer to conduct a study of the
subgrade soil beneath the proposed asphalt,ar to make recommendations or to make a pavement design. Aggregate Industries will,upon
request,modify this proposal and contract price to Include such recommendations. Aggregate Industries assumes no responsibility for or
liability relating to the underlying sod conditions.
B. LIMITED WARRANTY: Subject to the terms of this paragraph.Aggregate Industries hereby warrants the work performed by it from and
against defects in materials and workmanship fore period of one year from the date of completion of tee work,unless specifically agreed
otherwise elsewhere in the Agreement,or in a separate written agreement signed by the purchaser and Aggregate Industries. No warranty is
given in the event the slope allowed or provided for under the specifications provided by the purchaser is less than 1%(1 foot vertical per 100
foot horizontal). This warranty shat not apply to settlement or cracking of any pavement due to expansive soils.or enproperlY compacted
utility trenches,or improperly compacted subgrades prepared by others. THIS LIMITED WARRANTY IS IN LIEU OF ANY OTHER
GUARANTY OR WARRANTIES OF ANY KIND,EXPRESS OR IMPLIED,INCLUDING ANY WARRANTY OF MERCHANTABILITY OR
FITNESS FOR A PARTICULAR PURPOSE.
9. CHANGES TO THE WORK: Additional charges shall be made for added or changed work items or for changed work conditions. The
additional charges for such added or changed work conditions shall be on the basis of Aggregate Industries's cost plus 10%for profit.
10. ENGINEERING IS TESTING: unless otherwise provided in the description of the work to be performed,the price of the work does not include
the cost of engineering services.construction staking.testing of materials,and/or testing of Compaction.
11. INSPECTION OF WORK: inspection during the progress of the wont shall be the responsibility of the purchaser, In the absence of inspection
Aggregate Industries shall use its best judgment to interpret the plans and specifications and Aggregate Industries's best judgment shall be
conclusive as to its obligations thereunder.
12. PAYMENT: The work completed ens be invoiced monody and upon completion. The total amount invoiced is due on the invoice date. A
finance charge of percent per month( percent per annum)will be charged on any balance 30 days past due. 1%%
,.� per month(18%per annum)unless otherwise podded. No retainage may be withheld unless specifically agreed to in writing by Aggregate
Industries.
FROM : AGGREGATE IND GREELEY ^ PHONE NO. : 970 378 6856 p Dec. 04 2003 11:46AM P4
Aggregate Industries Page 3
Estimate and Agreement
13. COLLECTION: Aggregate Industries may file liens and bond claims within the prescribed periods for its own protection in the event collection
efforts are necessary. An additional charge will be made for cost of all collection expenses,inducing interest and reasonable attorneys fees,
incurred by Aggregate Industries whether based upon a lien,bond claim.or other procedure.
14. FINANCIAL RESPONSIBILITY: If at any time Aggregate Industries,in its sole judgement.determines that the financial responsibility of the
purchaser is unsatisfactory,it reserves the right to require payment in advance or satisfactorily guarantee that invoices will be paid when due.
If any payments are not paid when due,Aggregate Industries,at its option may cancel any unfulfilled portion of hls agreement without further
obligation or liability,and all work theretofore completed shall thereupon be invoiced and be due and payable immediately.
15. SALES TAXES: AN applicable State.City.County and RTC)sales taxes which are currently in effect are included in the price quoted unless
specifically stated otherwise in this agreement.
16. PERMIT FEES/BOND COSTS; The price quoted in this proposal does not include the cost of any bonds and/or permits required by the State,
City and/or County in which the woe*is to be done. The cost of these bonds andmr permits will be added to the contract amount.
17. ARBITRATION: In the event a dispute of any kind a nature arises.under this agreement or matters related to this agreement both parties
shall negotiate In good faith in an effort to resolve the dispute. If the dispute is not resolved following good lath negotiations,the parties shall
salad a mutually agreeable arbitrator and submit the dispute to such arbitrator for binding arbitration in Denver,Colorado under the
dommerrial arbitration rules of the American Arbitration Association. In the event the parties are unable to agree upon an arbitrator,an
arbitrator shall be appointed in accordance with the rules and procedures of the American Arbitration Association. The cost of any arbitration
proceedings shall be paid by the non-prevailing party.as determined by the arbitrator,who shall also award reasonable attorneys fees to the
prevailing party. The award of the arbitrator may be enforced in a court of competent jurisdiction.
ACCEPTANCE
The specifications,conditions,attachments.terms and contract are satisfactory,and I(we)hereby authorize the performance of this
work. Also,I(we)have reed and accept the additional provisions as stated above.
PURCHASER: Aggregate Industries,Asphalt Division
Name John McFarland
Estimator
Title Title
Date: Date: December 4,2003
s(tea PUBLIC WORKS DEPARTMENT
1111 H STREET
r 1 P.O.BOX 758
�l GREELEY,COLORADO 80632
WEBS1TE:WWW.CO.WELD.CO.US
PHONE (970)356-4000,EXT. 3750
FAX: (970)304-6497
',gip_Co
COLORADO
September.13,2002
Matthew J.Delich,P.E.
2272 Glen Haven Drive
Loveland,CO 80538
Re:PZ-613 Cattail Creek,WCR 70 Road Improvements Agreement
Dear Matt:
This is in response to your memorandum of August 28,2002,and to document our telephone conversation of
September 10,2002.
I agree with your methodology in determining 27%to be the cost allocation for the Cattail Creek development.
Roadway stabilization consisting of additional aggregate base course treated with chemical additives is an
appropriate roadway improvement given the level of traffic anticipated at the build out of Cattail Creek. The
cost for material and placement for one mile is approximately$50,000.
Your cost share contemplated stabilizing 0.8 of a mile from the Cattail Creek access east to WCR 31. Because
we anticipate Cattail Creek will generate 40%of its trips west to WCR 29,and because the County would
stabilize the entire mile,the cost share should include the entire mile. Therefore,the cost share for the
development would be($50,000 X 27%)$13,500. It is my understanding you agree.
This proposal meets the roadway improvements agreement requirement for the change of zone heating. The
final agreement to be submitted to the Board of Weld County Commissioners for approval will be required with
the final plat application materials.
_Sincerely
Drew Scheltinga P.E.
Engineering Division Manager
PC:John Shepherdson, Cattail Creek Group LLC
Todd Hodges/Ann Johnson;Todd Hodges Design
Sheri Lockman,Planning
File PZ-613
M:\W PF4.ES\DREW\PYnnin g\PL613 W CR70ageemrncwpd
at
jet
m ct
o TO: John Shepherdson, Cattail Creek Group LLC Ors•
•� 152m S f
• u? Todd Hodges, Todd Hodges Design
g 0) •'
Drew Scheltinga, Weld County Public Works
•
dcD
n FROM: Matt Delich b+VAL
U a
• DATE: May 17, 2002
LL
SUBJECT: Cattail Creek Development - Traffic impact study
w (File: 0229ME01)
J
• o The Cattail Creek Development is a nine lot planned unit
> w development proposed in Section 9-6-66 in Weld County. Figure 1
cr p co shows the location of the Cattail Creek Development. As indicated
on Figure 2, eight lots will access WCR70 from a cul-de-sac. A
on single lot, on a parcel that cannot readily be connected to the cul-
cc
t a> de-sac will have a driveway access to WCR70. Weld County Road 70 and
6 W Weld County Road 29 are gravel roads. Drew Scheltinga, Weld County
0 2 Public Works Department, has indicated that the traffic impact study
cv O_ for Cattail Creek Development should determine whether the future
r- traffic will exceed the 200 vehicle per day (vpd) volume threshold.
cv
CC'J A volume greater than 200 vph on a gravel road will require
mitigation to provide dust suppression. Typically, the mitigation
takes the form of paving the subject road. The determination of the
^ future traffic volume must consider current counts, site generated
traffic, and traffic generated from recorded exemptions in the area.
Recorded exemptions are land divisions that have been approved by
Weld County. These land divisions may be occupied by a dwelling unit
at some time in the future. No further approvals are required for
recorded exemptions, therefore, it must be assumed that a dwelling
unit can and will be constructed. In addition, concern was expressed
regarding the separate access to WCR70 from the single lot.
W Daily traffic counts were obtained on May 6 and 7, 2002, at the
locations shown on Figure 3. Raw traffic count data is provided in
G. i Appendix A.
r z The Cattail Creek Development will generate approximately BO
Udaily trip ends from the cul-de-sac and 10 daily trip ends from the
W single lot. The trip distribution for the site generated traffic is
: shown on Figure 4. The trip distribution is based upon the location
WO of employment attractions using information contained in the "North
Q a Front Range Regional Transportation Plan," and in consideration of
m the road system in the area. Figure 5 shows the assignment of the
• H site generated traffic on the key unpaved public roads in the
immediate area of the Cattail Creek Development.
F¢ An additional component of future traffic on the key unpaved
Ill co public roads in the area is that which is attributed to the recorded
c exemptions. Research at the Weld County Planning Department
LL14 indicated that there was one recorded exemption in section 9-6-66 and
one recorded exemption in section 16-6-66. These are the recorded
/a )— exemptions that would contribute traffic to the key unpaved roads in
the area. Other recorded exemptions in the area are either built or
N..
would have little impact on the key unpaved public roads in the area of the
Cattail Creek Development. Traffic from the recorded exemptions that are
built are reflected in the current traffic counts. Traffic from the
unbuilt recorded exemptions are shown in Figure 6.
These two components of the future traffic were added to the current
counts to get a future daily traffic forecast for the key unpaved roads in
the area of the Cattail Creek Development. This is shown on Figure 7. The
daily traffic volumes shown on Figure 7 indicate that no segments of the
key unpaved roads will exceed the 200 vpd threshold. Therefore, no dust
suppression treatment is necessary for WCR70 or WCR29.
As indicated on the site plan (Figure 2) , eight lots will access
WCR70 via a cul-de-sac and one lot will access WCR70 via a driveway. The
building envelope for the single lot is not near the cul-de-sac that serves
the eight lots that are clustered. From an operations perspective, the
cul-de-sac and the single lot driveway intersections with WCR70 will
operate acceptably.
It is concluded that no unpaved road segments in the area of the
Cattail Creek Development will exceed the 200 vpd mitigation threshold.
Connecting the single lot to the cul-de-sac does not appear to be feasible.
The separate driveway and cul-de-sac intersections with WCR70 will operate
acceptably.
d 4
N
EATON
GREAT WESTERN R.R. I .
D _ f'II I 7) Cattail
Creek
n` d'
C" Kra.'-
M
-- •
%,
WCR70
CD
Nce
//��--�
o V
SH392
D JA
____
sui?,
R.,
roNivoRTHERN ).---"---
SCALE: 1"=4000'
SITE LOCATION Figure 1
•
1
•
1 jt
S
{
2 1
3 J
4 Lot 9
i
' - - ' .1-,:' . „\SSt, ttsr-Ittik-h,' t,','`....
it
0 .
0 _
jJØ\ . f - - , .. . f Lot 6, -,,. •-•.,,.-.i..: •`.. Is
}
i xl aK
•
F:
\Lot f,L 5 9� tt!p�
.' . ; Lot$ $ "i. t k
i ' Lot 2.. 'A:-
5a :AA
building ` a
Nenvelo '-i.ot
Weld County Road 70
Scale: I"=600'
Figure 2
SITE PLAN
S
_' N
n
071 Site
41 89 l
WCR70
to
co
Daily
RECENT DAILY TRAFFIC Figure 3
N ad'
N
g I (---
Site
10% } 60% WCR70
Si
u)
N
TRIP DISTRIBUTION Figure 4
0,
0 N
Site
9
WCR70
N
N
Daily
__SITE GENERATED DAILY TRAFFIC Figure 5
� N
0
Site
2 12
WCR70
U
Daily
DAILY TRAFFIC FROM RECORDED EXEMPTIONS Figure 6
a
N
N
d'
U
M
Site
52 127 155
WCR70
It)
co
T
Daily
TOTAL DAILY TRAFFIC FORECAST Figure 7
APPENDIX A
.••. —`‘.
{ea:her Rocky 4o,r.taln Counts. L...
Ciznted by: 1106 Cherry Court Site Code 00030e0
Other oard a Phone (303) 641-Fort 0445 Fax (303) 857-9191 ton, CC 80821 Start late: 05/06CR70ECR2 '<�J
File D. : C170ECR29
Street name :CR 70 EAST OF CR 29 IN1-KB LNZ-EB 2aae 7
,..tgin. Hon. 2 Combined Tues. 1Combined
1 2
'.e. 05/C6 A.M. P.N. A.M. P.M. A.P1. P.K. 05/07 A.M. n M A.M. ^ M A-M. P.M.:00 2 I * 1 I * 0 0 ' I 0 • I 0 •
2:35 • 2 1 * 1 0 • I 0 • •
12:30 • 0 1 * 0 1 i 0 0 0 • i 0 • 0 •
:45 • 1 0 0
01 01:00 • 0 1 • i • •
01:15 * ! 0 0 • 1 0 • C
91.330 • 0 * 0 : * C 0 0 • . 0 •
01:45 • i I 2 0 * 0 • i 0
02:00 0 • a I • o 0 • Ia • I
• 02:15 * 2 1 6 0 * i 0 0
02:30 * 0 • < 2 0 • 0 0 *
02:45 1 , • 1 * 2 0 * 0 • 1 0 •
03:00 4 * 1 * 5 0 0 0
03:15 0 * 0 • 0 0 • 0 • I 0
03:30 0 * 2 • 2 0 • 0 0 *
03:45 1 • 0 • 1 0 • 0 • 0 •
04:00 * 1 • 0 * 1 0 • 0 0 •
04:15 3 * 1 • 4 0 • 0 • 0 *
04:30 • 4 , 1 r 5 0 • 0 • 0
04:45 • 0 • 0 • 0 0 1
05:00 0 • 0 • 0 0 • 0 0
05:15 * 1 0 • 1 1 1 • 2
05:30 1 • 1 • 2 0 • 0 0 4
05:45 • 0 • 0 • 0 1 0 * 1 •
06:00 * 1 1 * 2 0 0 0 •
06:15 • 1 0 • 1 0 1 1 •
06:30 * 0 • 0 • 0 0 0 • 0 •
06:45 1 • 0 1 0 • 0 • 0. •
07:00 * 0 • 1 • 1 0 • 2 •
07:15 1 • 1 2 2 * 1 • 3 •
07:30 • I • 1 * 2 0 1 * 1 • ,
07:45 • 1 0 • 1 2 • 2 4' 4 •
06:00 • 0 • 1 • 1 0 • 0 • 0 •
03:15 • 1 • 0 1 2 4 •
08:30 • 0 1 1 3 * 3 6
08:45 • 0 • 0 • 0 2 * 1 • 3 •
09:00 • 0 • 0 • 0 1 • 0 • 1
09:15 • 0 • 0 • 0 2 2 • 4 *
09:30 0 • 0 0 0 1 1 •
09:45 • 0 • 0 • 0 0 U 0 •
10:00 • 0 0 • 0 0 • 1 • 1
)4415 0 0 0 0 • 0 • 0 .
10 • 0 • 0 • 0 0 • 0 • 0 •
15 • 0 • 0 0 0 0 * 0
J.:00 4 0 * 1 • 1 0 0 • 0 •
11:15 0 0 0 0 • 0 • 0 •
11:30 0 • 0 • 0 1 * 1 • 2 •
11:45 • 0 0 • 0 0 0 • 0
Totals 0 32 0 20 0 52 17 0 20 0 37 0
Day Totals 32 20 52 17 20 37
8 Total .08 61.5% .0% 38.48 45.98 .08 54.0% .08
Peaks 02:15 02:15 02:15 08:15 07:45 07:45
Volume 9 6 15 8 7 14
P.H.F. .56 .75 .62 .66 .58 .58
Rocky Mountain. Counts, LLC. 0^•r^CO
Coco er `' ,
Bo_r_e g 1106 Corry Court 4 Site Code : 032
Board 4 � Fort Lupton, CO 0623 Start Date: 05/0',2!1,._
Other Phone (303) 641-0445 Pas (303) 857-9191 File I.D. : CR29SCR70
Street name :CR 29 SOUTH OF CR 70 1241—SB 1242=NB Page 1
Yain Tues. 1 2 Combined Wed. 1 . m Cbined
O5/07 A.M. P.M. A.M. F.M. A.M. P.M. 05/0E A.X. P.M. A.K. P.M. P.M.A.H.
JO • • 1 * • I 4 0 0 0 0 I 0 0
12:15 • • ' I • ' 1 • * 0 0 1 0 2 1 0 2
12:30 • 4 I • ' 1 ' ' 0 1 1 0 1 i 0 2
12:45 • ! 0 C I O 0 0 0
81:85 2 ! • 2 * 4 0 • 1 0 0 •
01:30 * 3 I 3 i • 6 0 ' I 0 4 C
01:45 2 ! 0 ! 2 0 • 0 • 1 0 `
02:00 • 1 I • 2 1 3 2 • 1 • 3
02:15 • 2 1 1 3 0 i 0 ' 1 C
02:30 * 1 • 0 i * 1 0 * 1 0 • ) 0 •
02:45 • 0 - 0 • 0 0 ' I 0 • 1 0 .
03:00 * 0 ' 2 ' 2 0 ' i 0 0 •
03:15 ' 1 • 1 • 2 0 • 0 • 0
03:30 4 3 * 1 * 4 0 * 0 0 •
03:45 • 0 4r 1 • 1 0 • 0 * 0 •
04:00 1 • 0 • 1 0 • 0 • 0 •
04:15 1 • 0 • 1 0 4 0 . • 0
04:30 1 ' 3 * 4 0 • 0 * 0 *
04:45 ' 1 • 0 1 0 • 0 0 •
05:00 • 2 ' 2 • 4 0 • 1 ' 1 •
05:15 • 1 * 2 * 3 1 • 0 * 1 '
05:30 ' 2 * 1 • 3 0 • 0 * 0
05:45 • 3 * 2 * 5 1 • 0 • 1 •
06:00 * 0 • 0 . 0 1 * 0 • 1
06:15 • 1 • 0 1 0 1 • 1 *
06:30 2 • 1 ' 3 1 '• 2 3
06:45 • 1 • 0 1 1 * 1 • 2 •
07:00 • 1 2 3 1 • 0 • 1 •
07:15 • 0 1 * 1 2 • 2 • 4 •
01:30 • 0 • 0 0 3 . 1 . 4 •
07:45 • 0 * 0 0 4 ' 2 • 6
00:00 0 • 0 • 0 0 * 0 0
08:15 ' 1 * 0 ` 1 4 • 3 7
08:30 • 1 • 1 • 2 1 ' 1 • 2
08:45 • 0 2 ' 2 1 0 * 1
09:00 1 • 0 * 1 1 • 0 * 1 •
09:15 • 0 1 • 1 1 2 ' 3 •
09:30 1 * 0 1 2 • 1 3 •
09:45 • 0 • 1 1 - 0 * 0 • 0
10:00 • 0 • 0 0 2 1 • 3
J4+t15 • 0 • 0 e 0 1 2 ' 3 }
11 • 0 0 0 3 • 2 5
45 0 0 0 0 • 1 • 1 •
11:00 0 • 0 • 0 3 • 1 • 1 4 '
11:15 ' 0 • 0 0 0 * 2 • I 2 •
11:30 • 0 ' 0 • 0 0 ' 0 * 0 •
11:45 ' 1 0 1 0 • 0 • 1 0 *
Totals 0 36 0 33 0 71 36 1 27 3 63 4
Day Totals 38 33 71 37 30 67
1 Total .0% 53.5% .0% 46.48 53.7% 1.4% 90.31 4.4%
Peaks 01:00 01:15 01:15 07:30 12:00 07:30 12:00 07:30 12:00
Volume 8 7 15 11 1 6 3 17 4
P.H.F. .66 .58 .62 .66 .25 .5 .37 .60 .5
Gea_ er Rocky Mountain Counts, LLC.
__ d ty: -OE Cherry C Site C : 00000.0000122
Start2002?card� CC OE2Late: 5/0 '
Other a theme (303) 641-0445 Fax 1303) 857-919I File 1.0. : CR29NCR70
Street name :CR 29 NORTH OF CR 70 LN1-S9 1N2-NB Paae 1
Dpg1r. Non. 1 Combined Tues. 2 Combined
2 1
:5/07 A.M. P.M. A.M. a-14. P.M.
14:15 • 1 I • 0 : • I 0 • 1 0 ' I 0 •
12:30 • 0 I 0 I ' 0 0 ' 1 0 ' 1 0
12:45 * 3 1 - 0 1 1 -
01:00 * • 1 0 - • i -
* 0 - 0 1 - 0 0 1 C 0 •
nIcic _ * 0 ' • - * I C ' 1 0 •
02:45 - 2 r 3 ! 4 5 0 0
02:00 • C i 0 0 0 ' ! 0 • 1 0 •
02:15 • 1 ! * 3 4 0 • 0 1 0 •
02:30 - 0 i * 0 * 0 0 • 0 • I 0
02:45 2 1 ' 4 0 • 0 • 1 0 •
03:00 O i ' 0 • 0 0 • 0 • i 0 •
03:15 • 1 2 3 0 • 0 0 *
03:30 - 2 ' 1 3 0 • 0 • 0 •
03:45 ' 0 • 2 0 • 0 • 0
04:00 1 - 1 * 2 0 • 0 ' 0 •
04:15 • 1 1 2 0 0 • 0 •
04:30 * 1 3 0 • 0 • 0 •
04:45 2 • 1 4 3 0 • 0 * 0 *
05:00 ' 1 4 0 • 1 0 • 0 • 0
05:15 0 * 1 * 1 1 * 0 • 1
05:30 ' 1 • 0 • 1 0 • 0 • 0
05:45 2 - 4 0 • 1 • 1 •
06:00 • 1 4 1 * 2 0 0 0 0 •
06:15 • 2 ' 0 • 2 0 • 0 • 0
06:30 * 2 4 6 1 • 3 • 4 •
06:45 • 2 0 * 2 1 0 • 1 •
07:00 • 1 • 2 • 3 3 4 6 • 9 •
07:15 ' 1 0 • 1 3 * 1 4
07:30 . 1 * 1 0 2 1 1 • 2 •
07:45 4 0 • 1 1 1 4 0 4 1 •
08:00 2 ' 0 1 • 3 4
08:15 * 0 • 1 • 1 2 • 2 • 4
08:30 • 1 • 0 1 2 0 • 2 •
08:45 * 0 0 • 0 0 • 0 0
09:00 • 0 • 0 • 0 0 • 2 2 •
09:15 • 0 ' 0 • 0 2 U • 2 *
09:30 a 0 ' 0 A 0 3 1 4 *
09:45 1 * 0 ' 1 0 • 1 * 1 •
10:00 • 0 0 ' 0 1 0 1 •
19:&5 • 0 * 0 * 0 1 1 2
7 * 0 ' 0 • -0 1 • 0 • 1 •
• 0 * 1 * 1 1 0 e 1
11,e0 4 0 0 • 0 0 * 1 • 1 •
11:15 ' 0 * 0 * 0 1 2 3 •
11:30 0 4 0 * 0 1 • 1 4 2 •
11:45 • 1 * 0 ' 1 3 2 • 5 •
Totals 0 41 0 33 0 74 30 0 29 0 59 0
Day Totals 41 33 74 30 29 59
% Total .0% 55.4% .0% 44.5% 50.88 .0% 49.1% -0%
Peaks 05:45 05:45 05:45 06:30 06:30 06:30
Volume 7 7 14 8 10 18
P.H.F. .87 .43 .58 .66 .41 .5
Weather Rocky 1buntain -counts, `-LC.
-'Jntcd by: 1106 Cherry Court Sioe Code : 000000000:2.
Fort Lupton, CC 80621 Start Cate: 35/07/2002
Other : Phone (303) 641-0445 Fax (303) 857-9191 File 1.0. : CR70WCR29
Street name :CR 70 WEST OF CR 29 LWI-WB 1N2-E8 Page : 1
.. .aegin Tues. 1 2 Combined Wed. 1 2 Combined
'ime 05/07 A.M. P.M. A.M. P.M. A.M. P.M. os/08 A.H. P.H. A.M. P.N.. A.H. P.M.
.2:00 • • i • • I • • 0 0 1 0 0 I 0 0
1.2:15 * 1 • 1 0 0 ) 0 0 0 0
12:30 • • I + : * * 0 0 1 0 0 1 0 2
12:45 • • I • • 0 0 ) 0 0 f 0 0
01i00 0 0 i * 0 0 " I 0 • I 0 •
01:15 • 0 0 • 0 0 •01:30 - 4 1 2 • 6 0 I 0 1• p
01:45 0 i • 0 0 0 0 0
•
02:00 • 1 • 0
0 ' 0 0
02:15 • 0 • 0 0 0 0 • 0
02:30 * 0 • 0 * 0 0 0 0
02:45 • 0 ' 0 • 0 0 • 0 • 0 .
03:00 • 1 • 1 , * 2 0 •
03:15 + 2 p • 0 0
2 0 •0p
•
03:30 0 + 0 5 • 0 5 0 • +• •
03:45 1 • 1 2 0 • 0 ' 0
•
04:00 1 0 1 0 • 0 * 0
04:15 •
.
01 0 • 1 0 0 • 0 *
04:30 • 0 • 0 • 0 1 a 0 •
•
04:45 1 1 • • 1
• '
05:00 2 0 I 1
U 0 • 0 0 ••
0 p
*
05:15 • 1 I 2 0 0 • p
05:30 • 0 • 0 0 0 0 • 0
•
05:45 1 • 0 • 1 0 • 0+ 0
06:00 •
'
00 • 1 1 0 ' 0 • 0
06:15 • 0 0 • 0 0 • 1 • 1 •
06:30 0 4 0 • 0 0 • 0 0
*
06:45 • 0 0 0 0 * 0 0
07:00 * 1 • 0 • 1 0 0 • 0
07:15 • 1 0 • 1 0 0 « 0 •
07:30 . o • 0 • 0 0 0 ' 0 *
07:45 0 • 0 0 0 4 0 ' 0
08:00 • 1 • 0 * 1 0 • 1 a 1
00:15 • 0 • 0 + /0 0 0 0 •
08:30 ' p 0 0 • 2 • 0 • 2 *
08:45 - ' 0 + 0 • 0 0 • 0 • 0
09:00 • 0 • 0 0 0 0 4
09:15 * 0 • 0 ' 0 1 • 0 ' *
1
09:30 • 0 • 0 • 0 •0 • 0 • 0
•
09:45 • 0 0 *• 0 1 • 0
1W00 • 0 0 0 1 ' 0 1 1/+0:15 • 1 0 • 1 0 * p • 0
:30 • 0 0 « 0 1 0 • 1 •
.:45 • 0 4 0 • 0 0 • 0 • 0 *
11:00 0 0 • 0 0 . 0 • 0
11:15 0 0 • 0 •
0 0 0
11:30 0 * 0 0 0 • 0 0
*11:45 • •
0 + 0 • 0 0 • 0 • 0
•
Totals 0 23 0 7 0 30 6 1 3 1 4
Day Totals 23 7 30 7 4 11
8 Total .09 76.6% .0% 23.3% 54.55 9.0% 27.2% 9.0%
Peaks 03:00 12:45 03:00 08:30 12:00 04:00 12:00 07:45 12:00
Volume 9 2 11 3 1 1 1 3 2P.H.F. .45 .25 .55 .37 .25 .25 .25 .37 .25
Hello