HomeMy WebLinkAbout1.0 ApplicationGARFIELD COUNTY
Building & Planning Department
108 8th Street, Suite 201
Glenwood Springs, Colorado 81601
Telephone: 970.945.8212 Facsimile: 970.384.3470
www.garfield-county.com
Subdivision Application Form
➢ Subdivision Name:
GENERAL INFORMATION
(To be completed by the applicant.)
Valley View Village Subdivision - Phases C and D
➢ Type of Subdivision (check one of the following types):
Sketch Plan
Preliminary Plan Final Plat xx
➢ Name of Property Owner (Applicant):
➢ Address: 786 Valley Court
Darter, LLC
➢ City: Grand Junction.
State:
Co
Telephone: 970-523-5555
Zip Code: 81505 FAX:
➢ Name of Owner's Representative, if any (Attorney, Planner, etc):
David H. McConaughy, Esq., Leavenworth & Karp, P.C.
D. Address: P.O. Box 2030, Glenwood Springs Telephone: (970) 945-2261
➢ City: Glenwood Springs State: co Zip Code: 81602 FAX: (970) 945-7336
➢ Name of Engineer:
➢ Address: High Country Engineering, Inc. Telephone: 970-945-8676
➢ City: Glenwood Springs State: co Zip Code: 81601 FAX: 970-945-2555
➢ Name of Surveyor:
➢ Address: High Country Engineering, Inc.
➢ City: Glenwood Springs
Telephone: 970-945-8676
State: co Zip Code: 81601 FAX: 970-945-25'.5
➢ Name of Planner:
➢ Address: Land Design Partnership Telephone: 970-945-2246
➢ City: Glenwood Springs
State: GO Zip Code: 81601 FAX: 97Q,-94 it.0�
' �' Kis)
JUN 2 g 2005
GARFIELD COUNTY
BUILDING & PLANNING
GENERAL
> Location of Property: Section
➢ Practical Location / Address
INFORMATION continued...
18 Township 7 South Range 95 West, 6th
of Property:
➢ Current Size of Property
➢ Number of Tracts / Lots Created
➢ Property Current Land Use
1. Property's Current
2. Comprehensive Plan
Proposed Utility Service:
> Proposed Water Source:
> Proposed Method of Sewage
> Proposed Public Access
➢ Easements: Utility:
Ditch:
➢ Total Development Area
to be Subdivided (in
within the Proposed
Designation:
Zone District:
acres): 7.007
Subdivision:
NC, MDR, LDR,
15
PSR
Map Designation:
Central water
Mesa Community
distribution provided by the Battlem
Consolidated Metro District
Disposal: Central treatment provided by BMCCMD
VIA: Battlement Mesa Parkway & Stone Quarry Road
power line, gas main
(fill in the appropriate boxes below):
(1) Residential
Units / Lots
Size (Acres)
Parking Provided
Single -Family
Duplex
Multi-Family
37 units
5.575
Mobile Home
Total
37 units
5.575
Floor Area (sq. ft.)
Size (Acres)
Parking Provided
(2) Commercial
(3) Industrial
(4) Public / Quasi-Public
1 .219
(5) Open Space /Common Area
0.213
Total
7.007
Base Fee: Sketch Plan - $325.00; Prelim Plan - $675.00; Final Plat - $200
➢ Plat Review Fee (see attached fee schedule)
paid on
2
• •
and the County Surveyor has signed the Final Plat in Mylar form, it will be scheduled at
the next BOCC meeting to be placed on the consent agenda with a request to
authorize the Chairman of the BOCC to sign the plat.
Once the Final Plat is signed, it is then recorded by the County Clerk in the Clerk and
Recorder's Office for a fee of $11 for the first sheet and $10 for each additional sheet
thereafter. This fee shall be paid by the applicant. This act of recording the signed Final
Plat represents the completion of the Garfield County Subdivision Process.
Please refer to the specific language in the Final Plat portion (Section 5:00) of the
Subdivision Regulations for specific timelines and additional responsibilities required of
the applicant to complete the Final Plat process.
Please Note: This information presented above is to be used as a
general guide for an applicant considering a subdivision in Garfield
County. It is highly recommended that an applicant either purchase
the Garfield County Zoning Resolution and Subdivision Regulations
or access them on-line at:
http://www.garfield-countv.com/buildinq and planninq/index.htm
in order to ascertain all the necessary requirements for each of the
three steps including Sketch Plan Review, Preliminary Plan Review,
and Final Plat Review.
I have read the statements above and have provided the required attached information
which is correct and accurate to the best of my knowledge.
(Signatuof applicant/owner) �-, Date
Last Revised: 11/21/2002
8
• •
SECOND SUPPLEMENTAL DECLARATION
TO THE MASTER DECLARATION OF
COVENANTS, CONDITIONS AND RESTRICTIONS
FOR VALLEY VIEW VILLAGE SUBDIVISION IN BATTLEMENT MESA, PUD
THIS SECOND SUPPLEMENTAL DECLARATION TO THE MASTER
DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR VALLEY
VIEW VILLAGE SUBDIVISION IN BATTLEMENT MESA, PUD ("Supplemental
Declaration") is made and entered into this day of , 2005, by DARTER,
LLC ("Declarant").
RECITALS
WHEREAS, Declarant has previously caused to be recorded in Book 1546 at Page 979
of the Garfield. County, Colorado, real estate records the Master Declaration of Covenants,
Conditions, and Restrictions for Valley View Village Subdivision in Battlement Mesa, Planned
Unit Development, ("Master Declaration) concerning the real property (the "Property") more
particularly described on the plat recorded December 16, 2003, Reception No. 643044 in the
office of the Clerk and Recorder of Garfield County, Colorado ("Final Plat"); and
WHEREAS, Section 1.1 of the Master Declaration provides that future phases of the
Property to be developed within Tracts F, G, H or Lot 47 as shown on the Final Plat shall be
subject to the Master Declaration; and
WHEREAS, Valley View Village Subdivision Phases C and D ("Phases C and D") is
a resubdivision of Tracts F and G on the Property according to the plat recorded on , 2005
as Reception No. in the office of the Clerk and Recorder of Garfield County, Colorado
("Phases C and D Plat"); and
WHEREAS, in making this Supplemental Declaration, Declarant reserves all of its rights
specified in the Master Declaration and does not waive or release any of those rights by making
this Supplemental Declaration.
NOW, THEREFORE, Declarant hereby declares that Phases C and D, according to the
Phases C and D Plat, shall be held, sold, and conveyed subject to the Master Declaration, which
shall run with the land and be binding upon all persons and their entities (and their heirs,
personal representatives, successors, and assigns) now or later having any right, title, or interest
in all or any part of Phases C and D, and the Declarant further declares as follows:
1. General. The terms and conditions of this Supplemental Declaration shall be in
addition, and supplemental, to the terms and conditions contained in the Master Declaration.
All terms and conditions of the Master Declaration shall be applicable to Phases C and D. All
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After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
• •
of the above Recitals are true and arc incorporated into the terms of this Supplemental
Declaration.
2. Effect of Resubdividing. Membership in the Association, and assessments levied
by the Association as provided in the Master Declaration, after recording of this Supplemental
Declaration, shall be amended to reflect the increase in the number of Units caused by recording
of the Phases C and D Plat and this Supplemental Declaration, which shall not alter the amount
of (or change any liability for) any assessments by the Association prior to the date of recording
in the Garfield County, Colorado, real estate records of this Supplemental Declaration.
3. Severability. Invalidation of any portion of this instrument for any reason shall
in no way affect the remainder of it, which shall remain in full force and effect.
STATE OF COLORADO
) ss.
COUNTY OF
By
DECLARANT:
DARTER, LLC
Terry Lawrence
Acknowledged, subscribed, and sworn to before me this day of
2004, by Terry Lawrence, of Darter, LLC.
WITNESS my hand and official seal.
My Commission expires:
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June 12, 2005
-2-
Notary Public
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
• •
SUBDIVISION IMPROVEMENTS AGREEMENT
(Valley View Village Subdivision - Phases C and D)
THIS AGREEMENT is made and entered into this
day of , 2005, by and
between DARTER, LLC ("Owner") and the BOARD OF COUNTY COMMISSIONERS OF
GARFIELD COUNTY, STATE OF COLORADO ("County").
WITNESSETH:
WHEREAS, Owner is the record title owner of certain real property located within Garfield
County, Colorado, known generally as Valley View Village Subdivision Phases C and D in
Battlement Mesa P.U.D., and legally described as Tract F and Tract G, Valley View Village
Subdivision in Battlement Mesa P.U.D. according to the plat thereof recorded with the Garfield
County Clerk and Recorder as Reception No. 643044 (hereinafter the "Subdivision" or the
"Property"); and
WHEREAS, On August 4, 2003, the Board of County Commissioners granted Preliminary
Plan approval for the Subdivision (hereinafter "Preliminary Plan Approval") pursuant to
Resolution No. 2003-67, a copy of which was recorded in the records of the Garfield County Clerk
and Recorder on September 15, 2003, in Book 1518 at Page 822 as Reception No. 636574;
WHEREAS, Owner has submitted to the County for its approval a final subdivision plat
for the Property ("Final Plat");
WHEREAS, as a condition of approval of the Final Plat and as required by the laws of the
State of Colorado, Owner and Developer wish to enter into this Subdivision Improvements
Agreement with the County; and
WHEREAS, Developer has agreed to execute and deliver a letter of credit to the County
to secure and guarantee its performance under this agreement and has agreed to certain restrictions
and conditions regarding the issuance of building permits, certificates of occupancy and sale of
properties, all as more fully set forth hereinbelow.
NOW, THEREFORE, for and in consideration of the premises and the following mutual
covenants and agreements, the parties hereby agree as follows:
1. Definitions.
The "Final Plat" means the document consisting of two sheets to be recorded with the
Garfield County Clerk and Recorder entitled "Final Plat, Valley View Village Subdivision Phase
B in Battlement Mesa P.U.D., a Subdivision of Tract F and Tract G, Valley View Village
Subdivision in Battlement Mesa P.U.D."
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After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
• •
"Plat Documents" means the Construction Documents for Phases C & D, Valley View
Village, P.U.D. prepared by High Country Engineering under Project No. 2021056.00, dated May
27, 2005 and also including the Final Plat.
"Phase A" means Lot 46, Tracts A, B, C, D, and E, and the public right of way for Valley
View Drive, all as depicted on the final subdivision plat recorded as Reception No. 643044.
"Phase B" means the property contained with the final plat recorded as Reception No.
662272.
"Phases C and D" means the Subdivision or the Property.
"Future Phases" means Lot 47 as depicted on the final subdivision plat recorded as
Reception No. 643044.
2. Final Plat Approval. The County hereby accepts and approves the Final Plat,
subject to the terms and conditions of this Agreement, the Preliminary Plan Approval and the
requirements of the Garfield County Zoning and Subdivision Regulations including without
limitation the terms and conditions of the Battlement Mesa P.U.D. as applied to the Property in
Resolution No. 82-330 and as thereafter amended. This approval authorizes construction and
development within Phases C and D as authorized in the Preliminary Plan. Development within
the Future Phases shall require subsequent approval by the Board of County Commissioners of
final subdivision plats and associated subdivision improvements agreements for such Future
Phases.
3. Owner's Performance. Owner has constructed and installed or shall cause to be
constructed and installed, at its own expense, those subdivision improvements ("Improvements")
related to Phases C and D which are required to be constructed under the Preliminary Plan
Approval, this Agreement, the Plat Documents, and all Garfield County Zoning and Subdivision
Regulations. All such improvements shall be completed on or before one year after the date of this
agreement. Additionally, the Owner shall comply with the following:
A. Plat Documents submitted prior to or at the time of the Final Plat approval,
which are incorporated herein by reference and made a part of this
Agreement;
B. All requirements of the Preliminary Plan Approval, including all
requirements of the Garfield County Zoning Code and Garfield County
Subdivision Regulations, as they relate to the Phases C and D of the
Subdivision;
C. All laws, regulations, orders and resolutions of the County and all affected
special districts;
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June 21, 2005
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After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
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D. All designs, maps, specifications, sketches, and other materials submitted
to and approved by any of the above -stated governmental entities;
E. The Improvements to be constructed by the Owner shall include without
limitation the following, all of which are depicted on the Plat Documents:
(1) potable water supply and distribution systems for the Valley View
Village Subdivision, Phases C and D;
(2) internal roads as depicted on the Final Plat; drainage features and
utility structures;
(3)
(4)
sanitary sewer facilities;
landscaping, drainage improvements, and utilities as depicted in the
Plat Documents.
The County agrees that if all Improvements are installed in accordance with this
Agreement, the Plat Documents, and the as -built drawings to be submitted upon completion of the
Improvements, the requirements of the Garfield County Zoning Code, all other requirements of
this agreement and the requirements of the Preliminary Plan Approval, then the Owner shall be
deemed to have satisfied all terms and conditions of the Zoning and Subdivision Regulations of
Garfield County, Colorado.
4. Security for Improvements.
A. Letter of Credit. On or before the date of the recording of the Final Plat with
the Garfield County Clerk and Recorder, the Developer shall deliver an irrevocable Letter of
Credit in a form acceptable to the County or such other form of security as may be deemed
acceptable to the County in the amount of $584,279.30, which is the estimated cost for completion
of the Improvements and includes adequate contingencies as set forth and certified by High
Country Engineering, Inc. on Exhibit A attached hereto and incorporated herein by this reference,
minus security for revegetation ($6,000.00), which shall be secured by a separate letter of credit
in accordance with paragraph 4(c) below. The Letter of Credit required by this Agreement shall
be issued by a state or national banking institution acceptable to the County. If the institution
issuing the Letter of Credit is not licensed in the State of Colorado and transacting business in the
State of Colorado, the Letter of Credit shall be "confirmed" within the meaning of C.R.S. § 4-5-
107 by a bank that is licensed to do business in the State of Colorado, that is transacting business
in the State of Colorado, and that is acceptable to the County. The Letter of Credit must be valid
for a minimum of six (6) months beyond the completion date for the improvements set forth
herein. If the time for completion of improvements is extended through the execution of a written
amendment to this Agreement, the time period for the validity of the Letter of Credit shall be
similarly extended. Additionally, should the Letter of Credit become void or unenforceable for
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June 21, 2005
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After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
• •
any reason, including the bankruptcy of the Owner or the financial institution issuing or
confirming the Letter of Credit, prior to acceptance of the Improvements, then the approval of the
Final Plat shall be deemed null and void and the plat shall be vacated excepting only those lots for
which building permits have been issued to bona fide purchasers prior to the date of such vacation.
B. Partial Releases of Security. The County shall release portions of the Letter
of Credit as portions of the Improvements are completed to the satisfaction of the County.
Certification of completion adequate to authorize release of security must be submitted by a
licensed or registered engineer. Such certification authorizing release of security shall certify that
the Improvements have been constructed in accordance with the requirements of this Agreement,
including all the Plat Documents, and shall be stamped upon as -built drawings by said professional
engineer where applicable. Owner may also request release for a portion of the security upon
proof (i) that Owner has a valid contract with a public utility company regulated by the Colorado
PUC that obligates such utility company to install certain utility lines and (ii) that Owner has paid
to such utility company the cost of installation of such utilities required to be paid by Owner under
such contract.
Upon submission of a certification of completion of Improvements by Owner, the County
may inspect and review the Improvements certified as complete to determine whether or not said
improvements have been constructed in compliance with the relevant specifications. If the County
determines that all or a portion of the Improvements certified as complete are not in compliance
with the relevant specifications, the County shall within fifteen (15) days of the County's receipt
of the certification of completion furnish a letter of potential deficiencies to the Owner specifying
which Improvements are potentially deficient. If no letter of potential deficiency is furnished
within said fifteen (15) day period, all Improvements certified as complete shall be deemed
accepted, and the County shall release the appropriate amount of security as it relates to the
Improvements which were certified as complete. If a letter of potential deficiencies is issued
identifying only a portion of the Improvements as potentially deficient, then all Improvements
certified as complete not identified as potentially deficient in the letter shall be deemed accepted,
and the County shall release the amount of security corresponding to such accepted Improvements.
The County shall have thirty (30) days from the date of any letter of potential deficiencies
to complete its investigation and provide written confirmation of the deficiency to the Owner. If
no such written confirmation is provided to Owner within said thirty (30) day period, or if upon
such investigation the County finds that the Improvements are acceptable, then appropriate security
shall be released to the Owner within ten (10) days after completion of the thirty (30) day period
of investigation. In the event that the Improvements are found deficient and not accepted by the
County, then the Board of Commissioners shall make a written finding prior to requesting payment
from the Letter of Credit. Additionally, the County shall provide the Owner a reasonable period
of time to cure any deficiency prior to requesting payment from the Letter of Credit.
C. Security for Revegetation. Revegetation of all areas disturbed during
construction of the Improvements shall be accomplished in accordance with the Preliminary Plan
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June 21, 2005
4
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
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Approval and shall be secured by a letter of credit or other security acceptable to the County in the
amount of $6,000 from Owner to the County. The County may hold the security for a two-year
period of time following recording of the Final Plat in order to verify the success of revegetation
efforts. Certifications and release of security for revegetation upon expiration of said two-year
period shall be in substantial accordance with the procedures outlined above in the section entitled
Partial Releases of Security, with a certification of completion submitted by the Owner and the
release of security approved by Garfield County vegetation manager.
D. Substitution of Letter of Credit. The County may, at its sole option, permit
the Developer to substitute collateral other than a Letter of Credit in such form as may be
acceptable to the County for the purpose of securing the completion of the Improvements
hereinabove provided.
E. Recording of Final Plat. No Final Plat shall be recorded pursuant to this
Agreement until the Letter of Credit described in this Agreement has been received and approved
by the County.
5. Water and Sewer Utilities. Prior to the issuance by the County of Certificates of
Occupancy for any homes located and constructed within Phases C and D of the Subdivision,
Owner shall construct, install, and connect the water and sewer improvements required by the
Preliminary Plan Approval according to the plans and specifications approved by the Battlement
Mesa Metropolitan District and provide proof to the County that such water and sewer
improvements have been accepted by the District. Owner shall execute and provide to the District
any documents of conveyance for easements and personal property that may be required by the
Preliminary Plan and by the District as a condition of its acceptance of such improvements to
provide water and sewer service to the Property.
6. Roads. All roads within the Subdivision shall be dedicated to the public as public
rights of way at the time of recording of the Final Plat depicting such roads. All roads within the
Subdivision shall be maintained by the Valley View Village Homeowners' Association or an
incorporated multifamily sub -association thereof. The County shall not be obligated to maintain
any roads within the Subdivision.
7. Traffic Impact Fees. Traffic impact fees in the amount of $875.05 have been paid
upon execution of this Agreement as required by the Preliminary Plan Approval. Additional traffic
impact fees in the amount of $23.65 per lot or residential unit shall be paid at the time of
application for a building permit for such lot or unit.
8. Open Space. All of Valley View Village, including Phase A, Phase B and Future
Phases, shall include not less than 9 acres of Common Open Space (25% of the total acreage).
Pursuant to the subdivision improvements agreement for Phase B, Owner has a credit of 1.591
acres of open space from Phases A and B to apply to Phases C, D, and the Future Phases. Phases
C and D comprise a total of 7.007 acres. Thus, the total open space requirement for Phases C and
D is 1.752 acres. Phases C and D include open space equal to 0.213 acres in Tract I, 0.132 acres
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June 21, 2005 5
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
• •
in Tract J, and 0.454 acres in the open space buffer areas which count as additional open space,
for a total of 0.799 acres. This amount, plus the credit of 1.591 acres, satisfies the open space
requirements for Phases C and D and leaves a credit of 0.638 acres for the Future Phases.
9. Indemnity. To the extent allowed by law, the Owner agrees to indemnify and hold
the County harmless and defend the County from all claims that may arise as a result of the
Owner's installation of the Improvements required by this Agreement. However, Owner does not
indemnify the County for claims made asserting that the standards imposed by the County, the
Battlement Mesa Metropolitan District, or other utility provided are improper or the cause of the
injury asserted.
The County shall notify the Owner of receipt of any notice of claim, or a notice of intent
to sue and shall afford the Owner the option of defending any such claim or action. Failure to
notify and provide such written option to the Owner within fifteen (15) days of any such notice
shall extinguish the County's rights under this paragraph. Nothing herein shall be interpreted to
require Owner to indemnify the County from any claims arising from the intentional or negligent
acts or omissions of the County, its agents or employees.
10. Sale of Lots. No tracts, lots or parcels within the Subdivision shall be conveyed
prior to recording of a Final Plat depicting such tract, lot or parcel in the records of the Garfield
County Clerk and Recorder.
11. Multifamily Platting Process. Under the Preliminary Plan, the County previously
authorized the resubdivision of the lots shown on the preliminary plan as Lots 23, 24, 25, and 26
into a total of 24 multi -family units. The lots shown on the Preliminary Plan as Lots 23-25 have
been combined into a single lot shown as Lot 23 on the Final Plat, and Lot 26 as shown on the
Preliminary Plan is now Lot 24 on the Final Plat. The total acreage and density within these lots
remains the same (24 multi -family units), although the Owner has elected to construct all of the
units in four-plex buildings instead of a combination of duplexes and six-plexes. The County finds
that this modification is not a substantial change to the Preliminary Plan, and it is therefore
approved.
Before any individual dwelling unit in such multifamily buildings may be conveyed into
separate ownership, Owner shall submit amended final plats depicting the actual ownership
boundaries of each unit within each building. Such plats shall be based upon as -built surveys of
the foundations of the buildings if the unit boundaries are defined in reference to party walls or,
if applicable, based upon airspace surveys of the units after construction has been substantially
completed if the boundaries are defined by airspace. No individual dwelling unit within any
multifamily building shall be conveyed into separate ownership until the multifamily plat depicting
such unit, as well as the declaration of covenants, conditions and restrictions defining the rights
and duties associated with the ownership of each unit, have been approved by the County and
recorded in the Office of the Garfield County Clerk and Recorder. The multifamily plats shall be
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June 21, 2005 6
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
• •
processed by the County in accordance with this Agreement and the procedures and requirements
of Section 5:00 of the County Subdivision Regulations.
12. Enforcement. In addition to any rights which may be provided by Colorado statute,
it is mutually agreed that the County or any purchaser of a tract, lot or parcel within the
Subdivision have the authority to bring an action the District Court of Garfield County, Colorado,
to compel enforcement of this Agreement.
13. Issuance of Building Permit. As one remedy for breach of this Agreement, the
County may withhold issuance of building permits for any structure with the subdivision. The
parties agree that no building permit shall be issued unless the Owner demonstrates to the
satisfaction of the Grand Valley Fire Protection District ("District") that there is adequate water
available to the construction site for the District's purposes and all applicable District fees have
been paid to the District. Further, the parties agree that no certificate of occupancy shall be issued
for any building or structure within the Final Plat unless the Owner demonstrates to the satisfaction
of the Garfield County Department of Building and Planning that all Improvements, including all
appropriate water facilities, have been completed and are operational in accordance with this
Agreement. Owner agrees to provide all initial lot purchasers with a notice in the form attached
as Exhibit C at or before the closing of the first sale of such lots.
14. Consent to Vacate Plat. In the event Owner fails to comply with the terms of this
Agreement, including the terms of the Preliminary Plan Approval, the County shall have the ability
to vacate any portions of the Final Plat as it pertains to lots for which no building permits have been
issued. Any existing lots for which building permits have been issued shall not be vacated and the
plat as to those lots shall remain valid. Owner shall provide a survey and complete legal description
with a map showing the location of a portion of the plat so vacated.
15. Binding Effect. This Agreement shall be a covenant running with the title to each
lot within the Final Plat, and the rights and obligations as contained herein shall be binding upon
and inure to the benefit of the Owner, its successors, and assigns, including without limitation
Developer.
16. Recording. Upon execution and authorization by the County, the Owner shall
record this Agreement in the Office of the Garfield County Clerk and Recorder.
17. Venue and Jurisdiction. This Agreement shall be governed by and construed
pursuant to the laws of the State of Colorado. In the event of any suit arising out of or relating to
this Agreement, exclusive venue and jurisdiction shall lie in the District Court of Garfield County,
Colorado.
18. Amendment. This agreement may be amended from time to time only in writing
and signed by all parties hereto.
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June 21, 2005
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After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
• •
19. Notice. All notices required by this Agreement shall be tendered by personal
service or certified mail, return receipt requested, upon the following individuals or agents of the
parties to this agreement:
To the County:
To Owner:
with a copy to:
Board of County Commissioners
Of Garfield County
c/o Mark Bean, Planning Director
109 8th Street, Suite 303
Glenwood Springs, CO 81601
Terry Lawrence
Darter, LLC
786 Valley Court
Grand Junction, CO 81505
David H. McConaughy
Leavenworth & Karp, P.C.
P.O. Drawer 2030
Glenwood Springs, CO 81602
Fax 970-945-7336
WHEREFORE, the parties have executed this agreement effective as of the day and year
first written above.
BOARD OF COUNTY COMMISSIONERS
OF GARFIELD COUNTY
By
DARTER, LLC
By
Terry Lawrence, President
STATE OF COLORADO )
COUNTY OF GARFIELD )
ss.
Subscribed and sworn to before me this day of , 2005 by John Martin as
Chairman of the Board of County Commissioners of Garfield County.
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June 21, 2005
8
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
• •
(SEAL)
My commission expires:
STATE OF COLORADO )
) ss.
COUNTY OF GARFIELD )
Notary Public
Subscribed and sworn to before me this day of , 2005 by Terry Lawrence as
President of Darter, LLC.
(SEAL)
My commission expires:
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June 21, 2005
Notary Public
9
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
Valley View Village Subdivision -Phases and D'
SUMMARY OF ENGINEER'S ESTIMATED
PRELIMINARY CONSTRUCTION COST
June 20, 2005
HCE JOB NO: 2021056.04
kAcostest-PHASES C AND D.xls
ITEM 1 QUANTITY
UNIT COST
COST
Grading and Earth
work
Mobilization 1 L. S . $20,000.00
Earthwork 1
T6p.soi1 Stripping and Stockpile 1
Drill seed and Hydromulch
Erosion and Sediment Control
NPDES Permitting
Traffic Control
3" Asphalt
$20,000.00
L.S. L $70,000.00 $70,000.00
L.S. $10,000.00 $10,000.00
1 L.S.
$6
IlL.S. $5:000"1°°00 $$65;000000..0000
flL.S. $1,500.00 $1,500.
1 L.S. $1,000.00i
.
4407 I S.Y. $1,000.00
i-
$10.501 $46,273.50
2" Asphalt Offstreet Parking 3 61s.Y.
9" Class 6 ABC under Asphalt, cross pans, curb & gutter and walks 1590!C.Y. „. $3$88i00751 $3,115.00
$60,420.00
2'-6" Mountable Curb & Gutter & 4' Sidewalk 1822iL.F.
$28.00 $51,016.00
2'-6" Mountable Curb & Gutter 9111L.F.
Concrete Cross Pan with Aprons 1035 S.F. $16.00 $14,576.00
$5.00
$5,175.00
Handicap Ramp .....7Each $1,100.00 $7,700.00
Class I Ground Sign (Street,Stop, Speed, Yield) 3LEach
$200.00 $600.00
SUB TOTAL
Domestic Water
$302,375.50
---price inc. trenching & fittings; service materials provided by owner--- •
i
8" C900 Waterline ! 1296 $22.00
!L.F. !
$28,512.00
8" Gate Valve 81Each i $1,120.00
i $8,960.00
6" 40L.F. C900 Waterline $20.00!
$800.00
3/4" Water Service w/ Single Meter Pit 35iac
Eh 1 $900.00'
$31,500.00
Fire Hydrant Assembly 4 Each I $3,900.00
$15,600.00
Connect to Existing Water Stub 31Each $1,150.00
$3,450.00
Sewer
SUBTOTAL
$88,822.00
--priceincludes trenching and fittings:7. ..
8" SDR 3Sewerline _ _ _ _ .._ ... ._ .........
1254L.F. $28.00 $35,112.00
4' Dia. Manhole 101Each $2,600.061 $26,000.00
Connect to Existing Sewer Stub 1 Each $1,150.00: $1,150.00
4 Sewer Service 36Each i $700.00: $25,200.00
. +
SUB TOTAL $87,462.00
Miscellaneous
4' Shallow Utilly Trench
4" electric conduit installation (conduit furnished by utility) 1357 i L.F.
1357 L.F. i $$61..5000F $8,142.00
4" Teleyhone Conduit (conduit furnished by contractor) 1357 . . : $2,035.50
.
$3.00
2' Shallow Utility Trench $4,071.00
5547L.F.
$3.50 $1,939.00
$250.00
Transformer Vault Excavation 61Each $1,500.00
4" Conduit Sleeving @ Roadway Intersections 227 L F
$4.00
6"Conduit Sleeving @ Roadway Intersections 227 L.F. $4.00 $$909088..00°°
.- .
Demolition (Gregory Lane) 1 L.S. $2,000.00 $2,000.00
Street Light Pole (CIP) 10 Each $1,500.00 $15,000.00
Survey
$16,000.00 $16,000.
'SUB TOTAL $52,503.50
_____ ........ ______ .... .... ........ __ SUB TOTAL $531 163.00
or .......
__
If - ... ............. .......... ....... ................. .................. .. ..... ..........._ ...... .... ............ . _
5 % CohliiigencL. $26,558.15
iF
ll 2 i/2% Construction Testing
— $13,279.08
_ .
F !W .- '....7.0.•
II
•
., ,,.._,..., ..a .....,..4....,
It e^s, ...•• 0.. f TOTAL $584,279.30
These bids. . 414*(4 nCtii';5 ,..r.ae engineering services, surveying, tap fees, construction administration or utility soft costs. High Country
!‘4k%,
Engineering, Inc. ir . ponsible for variances from its estimate as actual costs may vary due to bidding, final contracting and market
fluctuations.
2 1/2%Bonding $13,279.08
.salqqn;
Grading and Earthwork
Mobilization 1L.S. $20,000.00
Earthwork 1 L.S. $70,000.00
Topsoil Stripping and Stockpile
1[L.S. $10,000.00
Dnll seed and Hydromulch
Erosion and Sediment Control
NPDES Permitting
Traffic Control
3" As halt
1 L.S. $6,000.00
1 L.S. $5,000.00
1 L.S. $1,500.00
1L.S. $1,000.00
4407
.Y. $10.50
2 Asphalt Offstreet Par ' i 3561S.Y. i $8.75 $3,115.00
:
9" Class 6 ABC under Asphalt, cross pans, curb & gutter and walks I 1590C.Y. $38.00 $60,420.00
2'-6" Mountable Curb & Gutter & 4' Sidewalk ! 18221L.F. i $28.00i $51,016.00
2-6" Mountable Curb & Gutter ; 911 L.F. ! $16.00! $14,576.00
; 1035S.F. ! $5.00! $5,175.00
!
Handicap Ramp 7 Each ! $1,100.001
! . $7,700.00
Class I Ground Sign (Street,Stop, Speed, Yield) . Each L $200.00 $600.00.
!
SUB TOTAL, $302,375.50
$20,000.00
$70,000.00
$10,000.00
$6,000.00
$5,000.00
$1,500.00
$1,000.00
$46 273 50
Concrete Cross Pan with Aprons
•
•
Valley View Village Subdivision -Phases 'C and D'
SUMMARY OF ENGINEER'S ESTIMATED
PRELIMINARY CONSTRUCTION COST
June 20, 2005
ITEM
QUANTITY
HCE JOB NO: 2021056.04
k: \ costest-PHASES C AND D.
UNIT COST
COST
Domestic Water
---price inc. trenching & fittings; servic
8" C900 Waterline
8" Gate Valve
6" C900 Waterline
3/4" Water Service w/ Single Meter Pit
Fire Hydrant Assembly
Connect to Existing Water Stub
e materials provided by owner ---
1296 L.F. $22.001 $28,512.00
8 Each $1,120.00 $8,960.00
40 L.F. $20.00'
$800.00
35 Each $900.00 $31,500.00
4fEach 7 $3,900.00 $15,600.00
3 Each
$1,150.00 $3,450.00
; !
iSUB TOTAL
$88,822.(X)
--price includes trenching and fittings ---
8" SDR 35 Sewerline i 12541L.F. i $28.00
4' Dia. Manhole 10 Each $2,600.00
onnect to Existin' g Sewer Stub 1 !Each $1,150.00
4" Sewer Service
36 Each
$700.00
!SUB TOTAL
$35,112.00
$26,000.00
$1,150.00
$25,200.00
$87,462.00
4' Shallow Utility Trench 1357L.F.
4" electric conduit installation (conduit furnished by utility) i 1357L.F.
4" Telephone Conduit (conduit furnished by contractor) 1357 L.F.
2' Shallow Utility Trench 1 554IL.F.
Transformer Vault Excavation 6 Each
4" Conduit Sleeving a Roadway Intersections 227IL.F.
6" Conduit Sleeving a Roadway Intersections
,.
Demolition (Gregory Lane)
Street Light Pole (CIP)
Survey
Mese bids anr1
g%laing SCIVICeS, surveying, tap tees, construction administration or utility soft costs. High Country
Engineering, lnc..C114zsebi le for variances from its estimate as actual costs may vary due to bidding, final contracting and market
—t, mm
fluctuations.
$$61..50001 $8,142.00
i
$2,035.50
$3.00;
$4,071.00
$3.50!
$1,939.00
$250.00
t-
$4.00 $1,500.00
$908.00
$4.00 $908.00
1L.S. $2,000.00 $2,000.00
10 Each $1,500.00 $15,000.00
1 L.S. $16,000.00 $16,000.00
SUB TOTAL
$52,503.50
SUB TOTAL $531,163.00
5% Contingency] $26,558.15
2 172% Construction Testi% $13,279.08
12 1/2%Bonding $13,279.08
.•
.•• .
! '
TOTAL
$584,279.30
Valley View Village Subdivision -Phases 'C and D'
SUMMARY OF ENGINEER'S ESTIMATED
PRELIMINARY CONSTRUCTION COST
June 20, 2005
HCE JOB NO: 2021056.04
k: \ costest-PHASES C AND D.xls
ITEM 1
QUANTITY UNIT COST COST
Grading and Earthwork
Mobilization
Earthwork
Topsoil Stripping and Stockpile
Drill seed and Hydromulch1IL.S.
Erosion and Sediment Control
NPDES Permitting
Traffic Control
3" Asphalt
2" Asphalt Offstreet Parking
•9" Class 6 ABC under Asphalt, cross pans, curb & gutter and walks
2'-6" Mountable Curb & Gutter & 4' Sidewalk
2-6" Mountable Curb & Gutter
Concrete Cross Pan with Aprons
Handicap Ramp
Class I Ground Sign (Street,Stop, Speed, Yield)
!
!
:
i
.
1 L.S.
1L.S.
1 L.S.
1 L.S.
IlL.S.
1 L.S.
4407.S.Y.
356 S.Y.
1590 C.Y.
1822 L.F
9111L.F. 1
1035IS.F. .
7rEach :
3IEach I
.
; $20,000.00
L $70,000.00
$10,000.00
: , .00
1 $5,000.00!
1 $1,500.001_
$1,000.00
_ $10.50
$8.75
$38.00
$28.00
$16.00
$5.00
$1,100.00
$200.00
SUB TOTAL
$20,000.00
$70,000.00
$10,000.00
r $6,000.00
$5,000.00
$1,500.00
$1,000.00
$46,273.50
$3,115.00
$60,420.00
$51,016.00
$14,576.00
$5,175.00
$7,700.00
$600.00
$302,375.50
Domestic Water
---price inc. trenching & fittings; service materials provided by owner---
8 C900 Waterline
8" Gate Valve
6" C900 Waterline40LF.
3/4" Water Service w/ Single Meter Pit
Fire Hydrant Assembly
Connect to Existing Water Stub
!
•
t
.
•
1296IL.F.
.
8rEach I
1. I
35 Each
4 Each
:
3 !Each
.
• •
$22.00.
$1,120.00
$20.00
$900.00
$3,900.00
$1,150.00,
SUB TOTAL
.
$28,512.00
$8,960.00
$800.00
$31,500.00
• $15,600.00
$3,450.00
. S88,822.(X)
Sewer
---price includes trenching and fittings ---
8" SDR 35 Sewerline !
.
4' Dia. Manhole
Connect to Existing Sewer Stub+
4" Sewer Service i
!
12541L.F. i
10!Each
1 Each
36 I Each
:
f
$28.00
$2,600.00
$1, 5 .
$700.00
SUB TOTAL
i $35,112.00
i $26,000.00
$1,150.00
$25,200.00
$87,462.00
HiSCeilaneOUS
4' Shallow Utility Trench
4 electric conduit installation (conduit furnished by utility)
4" Telephone Conduit (conduit furnished by contractor)
2Shallow Utility Trench
Transformer Vault Excavation
4" Conduit Sleeving 0 Roadway Intersections
6" Conduit Sleeving @ Roadway Intersections
Demolition (Gregory Lane)
Street Light Pole (CIP)
Survey
..........94.11,,,,,„
1) '"' P C ‘
1
i
1357 L. F. . $6.00
1357iL.F. ! $1.50!
. :
1357 L.F. 1 $3.001
5541..F. $3.50
61Each i $250.00
i
227L.F. 00
i- .
227 L.F. I $4.00
1 L. S. $2,000.00 i
10 Each $1,500.00.
1L.S. I $16,000.00
—
., SUB TOTAL 1
$8,142.00
$2,035.50
$4,071.00
$1,939.00
$1,500.00
$908.00
$908.00
$2,000.00
$15,000.00
$16,000.00
$52,503.50
' • ,
_ /
1
'it
0 ''_-1-;NE"..' - '
0, --v (,-....... 8
e c •
i SUB
5%
2 1/2% Construction
2
- • i •
:
i TOTAL
TOTAL 1
Contingency
Testing
1/2%Bonding
.
$531,163.00
$26,558.15
$13,279.08
$13,279.08
$584,279.30
'....- e...6.--- ,.-_-• Cf,
6z 1.c. 561 ,...:. 1.
41: . ----
61.19 "Z...0 41 • '
•••._ .••• ‹.
• _
engineering Engineering, I loft services, surveying, tap tees, construction administration or utility soft costs. High Country
ible for variances from its estimate as actual costs may vary due to bidding, final contracting and market
fluctuations. --(-
LOYAL E. LEAVENWORTH
SANDER N. KARP
DAVID H. McCONAUGHY
JAMES S. NEU
SUSAN W. LAATSCH
NICOLE D. GARRIMONE
ANNA S. ITENBERG
MICHAEL J. SAWYER
CASSIA R. FURMAN
BETH E. K1NNE*
*Admitted in Washington
LEAVENWORTH & KARP, P.C.
ATTORNEYS AT LAW
201 14T" STREET, SUITE 200
P. O. DRAWER 2030
GLENWOOD SPRINGS, COLORADO 81602
Telephone: (970) 945-2261
Facsimile: (970) 945-7336
crf@lklawfirm.com
September 28, 2005
Fred Jarman, AICP, Senior Planner
Garfield County Building and Planning Department
108 Eighth Street, Suite 201
Glenwood Springs, CO 81601
Re: Valley View Village Subdivision, Phases C and D
Dear Fred:
DENVER OFFICE:*
700 WASHINGTON ST. STE 702
DENVER, COLORADO 80203
Telephone: (303) 825-3995
Facsimile: (303) 825-3997
*(Please direct all correspondence
to our Glenwood Springs Office)
This letter responds to your comments dated August 5, 2005 regarding the Final Plat for
Phases C and D of Valley View Village Subdivision.
1) Phases C and D Ownership. Darter, LLC will acquire title to Phases C and D, Valley
View Village Subdivision (the "Property") from Edward and Ida Hoagland prior to the recording
of the Final Plat. On September 13, 2001, the parties entered into a Contract to Buy and Sell Real
Estate. That contract has since been amended by several documents, including the Agreement to
Amend/Extend Contract dated May 24, 2003 (the "Option Agreement"). Pursuant to the Option
Agreement, Darter, LLC has the exclusive option to purchase the Hoaglands' Valley View Village
property, including Phases C and D. We have attached the form General Warranty Deed for the
conveyance. We will submit a Statement of Authority authorizing David McConaughy to act on
behalf of Darter, LLC in all matters related to the development of Valley View Village Subdivision
under separate cover.
There is no lender for the Property, and the Final Plat will be revised accordingly.
9) Proof of Ad Valorem Taxes. Attached please find proof of ad valorem property taxes
for tax year 2004.
10) Bryan Loop. Consistent with the Final Plat for Valley View Village Subdivision
recorded on December 16, 2003 in the Office of the Garfield County Clerk and Recorder as
Reception No. 643044, all private roads within the Subdivision, including Bryan Drive, shall be
dedicated to the Valley View Village Homeowners Association (the "Master Association").
Pursuant to Section 1.7 of the Master Declaration of Covenants, Conditions and Restrictions for
Valley View Village Subdivision recorded in the Office of the Garfield County Clerk and Recorder
as Reception No. 643048 ("Master Declaration"), all streets and roads located within the
I:120051Glints`.Grace-123E1.1c sVarman-3 wpd
• •
LEAVENWORTH & KARP, P.C.
Page 2
September 28, 2005
Subdivision shall be dedicated to the public, except for those private roads and driveways within
the multi -family lots, including Bryan Loop. Repair and maintenance of the public and private
streets and roads within the subdivision shall be the sole responsibility of the Master Association.
We have attached a form easement deed conveying easements for Bryan Loop and other common
elements in Phases C and D to the Master Association.
11) Open Space. Paragraph 8 of the draft subdivision improvements agreement for the
Property addresses this issue exactly. Pursuant to the subdivision improvements agreement for
Phase B, the applicant has a credit of 1.591 acres of open space from Phases A and B to apply to
Phases C, D, and the Future Phases. Phases C and D comprise a total of 7.007 acres. Thus, the total
open space requirement for Phases C and D is 1.752 acres. Phases C and D include open space
equal to 0.213 acres in Tract I, 0.132 acres in Tract J, and 0.454 acres in the open space buffer areas
which count as additional open space, for a total of 0.799 acres. This amount, plus the credit of
1.591 acres, satisfies the open space requirements for Phases C and D and leaves a credit of 0.638
acres for the Future Phases.
Please do not hesitate to contact David or myself if you have any questions or continents
regarding this matter.
Very truly yours,
LEAVENWORTH & KARP, P.C.
�dIA
Cassia R. Furman
Enclosure
cc: Terry Lawrence
\2005\Clients \Grace-1238\Lencrs\Jarman-1 wpd
• •
GENERAL WARRANTY DEED
THIS GENERAL WARRANTY DEED made this th day of , 2005,
between Edward J. Hoaglund and Ida Lee Hoaglund, whose address is 4064 County Road 309,
Parachute, CO 81635 (hereinafter "Grantor"), and Darter, LLC, a Colorado limited liability company
whose address is 786 Valley Court, Grand Junction, Colorado, 81505 (hereinafter "Grantee");
WITNESSETH:
That the Grantor, for and in consideration of Ten Dollars and other good and valuable
consideration, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained,
sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the
Grantee, its heirs and assigns forever, all the real property, together with improvements, if any,
situate, lying and being in the County of Garfield and State of Colorado, described as follows:
Tracts F and G, Valley View Village Subdivision in Battlement Mesa
P.U.D., as shown on the final plat thereof recorded in the Office of
the Garfield County Clerk and Recorder on December 16, 2003, as
Reception No. 643044
Except all water rights and mineral, oil, gas, hydrocarbons, or any other rights appurtenant to the
property and owned by Grantor are reserved by Grantor and are not conveyed by this instrument,
provided however that Grantor shall cooperate with any requirements of Garfield County relative
to subdivision approvals, and Grantor covenants never to allow exploration which would disturb the
surface rights.
TOGETHER with all and singular the hereditaments and appurtenances thereto belonging,
or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues
and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the
Grantor, either in law or equity, of, in and to the above -bargained premises, with the hereditaments
and appurtenances;
TO HAVE AND TO HOLD the said premises above bargained and described with
appurtenances, unto the Grantee, its heirs and assigns forever. The Grantor, for itself, its heirs and
personal representatives, does covenant, grant, bargain, and agree to and with the Grantee, its heirs
and assigns, that at the time of the ensealing and delivery of these presents, it is well seized of the
premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance,
in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and
convey the same in manner and form as aforesaid, and that the same are free and clear from all
former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of
whatever kind or nature whatsoever, subject to exceptions set forth on Exhibit "A" attached hereto
and incorporated herein by this reference.
1:\2005\Clients\Grace-1238\Documents\GWD PhaseCD.wpd
September 28, 2005
Page 1 of 2
Please return to: Leavenworth & Karp, PC
P.O. Drawer 2030
Glenwood Springs, CO 81602
• •
The Grantor shall and will WARRANT AND FOREVER DEFEND the above bargained
premises in the quiet and peaceable possession of the Grantee, its heirs and assigns, against all and
every person or persons lawfully claiming the whole or any part thereof.
IN WITNESS WHEREOF, the Grantor has executed this deed on the date set forth above.
By
By
STATE OF COLORADO )
) ss.
COUNTY OF GARFIELD )
EDWARD J. HOAGLUND
IDA LEE HOAGLUND
Acknowledged, subscribed and sworn to before me this day of , 2005, by
Edward J. Hoaglund.
WITNESS my hand and official seal.
My Commission expires:
STATE OF COLORADO
COUNTY OF GARFIELD
) ss.
Notary Public
Acknowledged, subscribed and sworn to before me this day of , 2005, by
Ida Lee Hoaglund.
WITNESS my hand and official seal.
My Commission expires:
I:\2005\Clients\Grace-1238\Documents\G W D PhaseCD.wpd
September 28, 2005
Notary Public
Page 2 of 2
Please return to: Leavenworth & Karp, PC
P.O. Drawer 2030
Glenwood Springs, CO 81602
Report Date: 09/27/2005 02:26PM
• •
GARFIELD COUNTY TREASURER Page: 1
CERTIFICATE OF TAXES DUE CERT #: 200504578
SCHEDULE NO: R040986
ASSESSED TO:
HOAGLUND, EDWARD J. & IDA LEE
ORDER NO: G. HOMES
VENDOR NO:
LEAVENWORTH & KARP, P.C.
P 0 DRAWER 2030
4064 COUNTY ROAD 309
PARACHUTE, CO 81635-9108 GLENWOOD SPRINGS, CO 81602
LEGAL DESCRIPTION:
SECT,TWN,RNG:18-7-95 SUB:VALLEY VIEW VILLAGE SUB -DIV LOT:TR G DESC: FUTURE PHASE
PRE:R400438 BK:0615 PG:0487 BK:1546 PG:979 RECPT:643048 BK:1546 PG:964 RECPT:643045 BK:1546 PG:954
RECPT:643041 BK:1546 PG:946 RECPT:643039 BK:1518 PG:822 RECPT:636574 BK:0748 PG:0893 BK:0642
PG:0065 BK:0641 PG:0278
PARCEL: 2407-181-02-008 SITUS ADD: PARACHUTE
TAX YEAR CHARGE TAX AMOUNT INTEREST FEES PAID TOTAL DUE
2004 TAX 744.84 22.35 0.00 767.19 0.00
TOTAL TAXES 0.00
GRAND TOTAL DUE AS OF 09/27/2005 0.00
ORIGINAL TAX BILLING FOR 2004 TAX DISTRICT 080 - 16-EDTHFZ
Authority Mill Levy Amount Values Actual Assessed
GARFIELD COUNTY 10.745 134.00 VACANT LAN 43,000 12,470
GRAND VALLEY FIRE 3.267 40.74
COLO RIVER WATER CONS 0.252 3.14 TOTAL 43,000 12,470
WEST DIVIDE WATER CON 0.137 1.71
GRAND RIVER HOSPITAL 5.597 69.79
GRAND VALLEY CEMETERY 0.075 0.94
SCHOOL DISTRICT 16 15.978 199.25
COLORADO MTN COLLEGE 3.997 49.84
PARA/BATTLEMENT REC 3.570 44.52
CONSOLIDATED METRO 13.202 164.63
GARFIELD COUNTY - ROAD & BRIDGE 0.868 10.82
GARFIELD COUNTY - CAPITAL EXPEND 1.042 12.99
GARFIELD COUNTY - SOCIAL SERVICE 1.000 12.47
TAXES FOR 2004
59.730 744.84
FEE FOR THIS CERTIFICATE 10.00
ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER
OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE
CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES - SEPT 1, 2005,
REAL PROPERTY - OCTOBER 1, 2005 TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK.
SPECIAL TAXING DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE ON FILE WITH THE BOARD OF COUNTY
COMMISSIONERS, THE COUNTY CLERK, OR THE COUNTY ASSESSOR.
This certificate does not include land or improvements assessed under a separate account number, personal property taxes,
transfer tax or misc. tax collected on behalf of other entities, special or local improvement district assessments or
mobile homes, unless specifically mentioned.
I, the undersigned, do hereby certify that the entire amount of taxes due upon the above described parcels of real property and all
outstanding sales for unpaid taxes as shown by the records in my office from which the same may still be redeemed with the amount
required for redemption are as noted herein. In witness whereof, I have hereunto set my hand and seal this 27th day of September, 2005.
TREASURER, GARFIELD COUNTY, GEORGIA CHAMBERLAIN, BY
P. O. Box 1069
Glenwood Springs, CO 81602-1069
(970) 945-6382
J
Report Date: 09/27/2005 02:27PM
• •
GARFIELD COUNTY TREASURER Page: 1
CERTIFICATE OF TAXES DUE CERT #: 200504579
SCHEDULE NO: R040985
ASSESSED TO:
HOAGLUND, EDWARD J. & IDA LEE
ORDER NO: G. HOMES
VENDOR NO:
LEAVENWORTH & KARP, P.C.
P 0 DRAWER 2030
4064 COUNTY ROAD 309
PARACHUTE, CO 81635-9108 GLENWOOD SPRINGS, CO 81602
LEGAL DESCRIPTION:
SECT,TWN,RNG:18-7-95 SUB:VALLEY VIEW VILLAGE SUB -DIV LOT:TR F DESC: FUTURE PHASE
PRE:R400438 BK:0615 PG:0487 BK:1546 PG:979 RECPT:643048 BK:1546 PG:964 RECPT:643045 BK:1546 PG:954
RECPT:643041 BK:1546 PG:946 RECPT:643039 BK:1518 PG:822 RECPT:636574 BK:0748 PG:0893 BK:0642
PG:0065 BK:0641 PG:0278
PARCEL: 2407-181-02-007 SITUS ADD: PARACHUTE
TAX YEAR CHARGE TAX AMOUNT INTEREST FEES PAID TOTAL DUE
2004 TAX 744.84 22.35 0.00 767.19 0.00
TOTAL TAXES 0.00
GRAND TOTAL DUE AS OF 09/27/2005 0.00
ORIGINAL TAX BILLING FOR 2004 TAX DISTRICT 080 - 16-EDTHFZ
Authority Mill Levy Amount Values Actual Assessed
GARFIELD COUNTY 10.745 134.00 VACANT LAN 43,000 12,470
GRAND VALLEY FIRE 3.267 40.74
COLO RIVER WATER CONS 0.252 3.14 TOTAL 43,000 12,470
WEST DIVIDE WATER CON 0.137 1.71
GRAND RIVER HOSPITAL 5.597 69.79
GRAND VALLEY CEMETERY 0.075 0.94
SCHOOL DISTRICT 16 15.978 199.25
COLORADO MTN COLLEGE 3.997 49.84
PARA/BATTLEMENT REC 3.570 44.52
CONSOLIDATED METRO 13.202 164.63
GARFIELD COUNTY- ROAD & BRIDGE 0.868 10.82
GARFIELD COUNTY - CAPITAL EXPEND 1.042 12.99
GARFIELD COUNTY - SOCIAL SERVICE 1.000 12.47
TAXES FOR 2004
59.730 744.84
FEE FOR THIS CERTIFICATE 10.00
ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER
OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE
CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES - SEPT 1, 2005,
REAL PROPERTY - OCTOBER 1, 2005 TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK.
SPECIAL TAXING DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE ON FILE WITH THE BOARD OF COUNTY
COMMISSIONERS, THE COUNTY CLERK, OR THE COUNTY ASSESSOR.
This certificate does not include land or improvements assessed under a separate account number, personal property taxes,
transfer tax or misc. tax collected on behalf of other entities, special or local improvement district assessments or
mobile homes, unless specifically mentioned.
I, the undersigned, do hereby certify that the entire amount of taxes due upon the above described parcels of real property and all
outstanding sales for unpaid taxes as shown by the records in my office from which the same may still be redeemed with the amount
required for redemption are as noted herein. In witness whereof, I have hereunto set my hand and seal this 27th day of September, 2005.
TREASURER, GARFIELD COUNTY, GEORGIA CHAMBERLAIN, BY
P. O. Box 1069
Glenwood Springs, CO 81602-1069
(970) 945-6382
/414//
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3®sj,LORAO -47O
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• •
EASEMENT DEED
THIS EASEMENT DEED made this day of , 2005, by and between Darter,
LLC, a Colorado limited liability company whose address is 786 Valley Court, Grand Junction,
Colorado, 81505 (hereinafter "Grantor"), and Valley View Village Homeowners Association, a
Colorado non-profit corporation whose address is 786 Valley Court, Grand Junction, Colorado
81505 (hereinafter "Grantee");
FOR VALUE RECEIVED, the receipt and sufficiency of which is hereby acknowledged,
Grantor hereby grants and conveys to Grantee, for the sole use and benefit of the residents of Valley
View Village Subdivision in Battlement Mesa P.U.D., Tract J, the buffer easement, and a private
access, egress, ingress, emergency access, drainage and utility easement fourteen (14) feet on
either side of the centerline shown for Bryan Loop within Lot 24, as such easements and tracts are
depicted on the Final Plat for Valley View Subdivision, Phases C and D, recorded in the Office
of the Garfield County Clerk and Recorder on , 2005, as Reception No.
No development of any kind, including without limitation fences or any other
improvements, shall be allowed within the easements. The easements shall be owned and
maintained by Grantee in accordance with the terms and conditions of the Master Declaration of
Covenants, Conditions and Restrictions for Valley View Village Subdivision in Battlement Mesa
PUD recorded in Book 1546 at Page 979 as Reception No. 643048.
Provisions of this Easement Deed shall run with the real properties affected by it and shall
be binding upon and inure to the benefit of the heirs, assigns, and successors of the parties hereto.
IN WITNESS WHEREOF, Grantor has executed this Easement Deed on the day and year
written above.
By
STATE OF COLORADO )
) ss.
COUNTY OF GARFIELD )
Darter, LLC
Acknowledged, subscribed and sworn to before me this day of , 2005,
by as of Darter, LLC.
WITNESS my hand and official seal.
My Commission expires:
Notary Public
I:\2005\Clients\Grace-1238\Documents\PhCD Easement Deed.wpd Page 1 of 1
September 28, 2005 g
Please return to: Leavenworth & Karp, PC
P.O. Drawer 2030
Glenwood Springs, CO 81602
•
CIVIL ENGINEERING
October 7, 2005
Garfield County Planning Department
108 8th Street
Suite 201
Glenwood Springs, CO 81601
Attn. Andy Schwaller
An Employee -Owned Company
RE: Valley View Village Phases C and D -Response to Comments
•
LAND SURVEYING
? _1 C
OCT r 0 2005
dUILDIN G . yLI
NTY
NG
Responses to the comments from the Battlement Mesa Consolidated Metro District's
Engineer (Letter dated September 9th , 2005):
High Country Engineering has revised the water and sewer plans per your comments dated
September 9, 2005. Please find included with this submittal revised plans, and the comment that
you provided in your review of the plans with the response to that comment.
1. The waterline should be looped for the entire length of Bryon Loop to connect at both
intersections with Cliff View Court. This will require a second tee and set of valves at
the south intersection of Cliff View Court. The size of the waterline could also be
reduced to 6 -inch diameter.
The waterline has been looped for the entire length of Bryan Loop as requested. The
waterline has also been reduced to a 6 -inch line.
2. Since the waterline is proposed to loop back to the District's distribution system at two
separate locations along Cliff View Circle and Gregory Lane it is not necessary to
connect to the existing distribution system at the proposed third location in Valley View
Drive unless it is deemed necessary by the Petitioner's Engineer, High Country
Engineering (HCE). If HCE elects to provide this third connection, the existing valve
shown outside the street right-of-way is to be removed with a note specifying that the
connection is to be made with a "dresser" type coupling if necessary. There is also some
question whether designation that would imply it is a proposed new valve. Also the as -
built Plans for Phase A did not indicate that any valves were placed at the tee on the
water main as shown on the Phase C and D Plans that should be field verified.
The valves have been changed in the plan to accurately represent the existing utility
layout. The connection to Valley View Drive from Bryan Loop has also been removed
from the design as requested and the existing valve has been removed.
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 81601
970.945.8676 phone
970.945.2555 fax
www.hceng.com
14 Inverness Drive East, Suite F-120
Englewood, CO 80112
303.925.0544 phone
303.925.0547 fax
• •
3. The note that a "dresser" type coupling may be required for connection to the existing
waterline should also be indicated for the connection to the existing waterline in Cliff
View Circle similar to the note shown for the waterline connection in Gregory Lane.
The above-mentioned note has been added to the connections referenced.
4. The water service lines to the four-plex unit C 1-4 should be relocated to the waterline
along Bryon Loop that will be extended in front of the four-plex as part of the
requirement to loop the waterline along Bryon Loop (see Item 1 above).
The water services for the four Alex unit C1-4 have been moved to Gregory Lane so
that the unit will be served from the rear.
5. The street name for Bryon Loop should be labeled on the Utility Composite Sheet 17.
The street name, Bryan Loop, has been added to Sheet 17.
6. The fire hydrant proposed between Lots 17 and 18 should be relocated to either Lot 28 or
between Lots 27 and 28 so that the fire hydrant leg does not cross the sanitary sewer line.
The fire hydrant has moved across the street to Lot 28 to avoid crossing the sanitary
sewer main.
7. The fire hydrant at the corner of Cliff View Circle and Gregory Lane should be relocated
to the south so that it is along the side of the proposed handicap ramp rather than directly
behind the ramp as shown.
The fire hydrant has been moved south so that it will be below the handicap ramp.
8. The water service lines for all single family lots should be relocated so that they are a
minimum of 10 -feet offset from the property lines. As presently configured they are 5 -
feet offset.
The water services have been revised to a distance of 7.5 feet. The District Engineer
was willing to accept this based on the conflicts with the water meters and the
placement of the driveways that were encountered during Phase B.
9. The water service lines to Lots 21 and 22 should be relocated so that they do not conflict
with the proposed electrical transformers (see also Item 8 above),
The water service lines have been moved away from the transformers.
10. A note should be provided on the street Plan and Profile Sheets 13 and 14 to state that all
fill material along Cliff View Court is to be placed to the street subgrade and compacted
to 95% (AASHTO T-99) prior to installation of the waterline.
The note mentioned above has been added to sheets 13 and 14 as requested.
11. The inline valve along Cliff View Court near Lot 28 can be deleted since adequate
valving is in place at the intersection of Cliff View Lane and Cliff View Circle to isolate
the waterline.
The valve has been removed as requested.
12. The District's Standard Waterline Detail Sheet(s) will need to be included with the final
Plans approved for construction.
The detail sheet(s) have been added.
Sewer Collection System
1. A note should be provided on the Utility Composite and Plan portion of the Plan and
Profile Sheet 22 specifying the method of connection to the existing stub out from MH -
A6. Per the Plans approved for construction for Phase A, the stub out alignment and
grade is to be verified by the Contractor and the District Engineer to determine if it
matches the proposed sewer line alignment and grade. If the alignment or grade differs
from that of the proposed sewer line, the stub out is to be removed and the sewer line
extended the full length from MH -A6 to MH -B 1. If this is required, the Contractor will
obtain any necessary Utility Permit(s) from Garfield County for work within the Valley
View Drive right-of-way. If the District Engineer approves the stub out, connection shall
be made using a PVC bell -by -bell closure coupling.
The above -said note had been added to the plan and profile sheets.
2. Existing MH -A6 should be shown with dashed lines in the Profile and notes as an
existing manhole. The existing stub out should also be shown with dashed lines in the
Profile.
The manhole and stub have been dashed and shaded back to better show that the
manhole is existing.
3. The existing invert -out and invert -in elevations should be shown for MH -A6 on the sewer
line profile.
The invert ins and outs have been added to the profile as requested.
4. MH -A6 should be stationed as 0+00 and all stationing revised accordingly. The District
requires stationing to start at 0+00 rather than stationing starting at 1+00 as proposed.
All stationing including sewer service taps in the reference table will need to be revised
accordingly.
• •
The stationing for the sanitary sewer mains have been changed to have the beginning
station as 0+00.
5. An equation station should be provided for tee MH -B3 with the station for the sewer line
along Bryon Loop starting at 0+00.
MH -B3 now shows the beginning station for the sanitary sewer line on Bryan Loop
and also the sewer line on Cliff View Court and the beginning stations have been
changed to 0+00.
6. The deflection angle at MH -B3 between the sewer line along Bryan Loop to the outlet
sewer along Cliff View Circle appears to be at an acute angle (less than 90°) that the
District does not allow. The alignment of the sewer line along Bryan Loop should be
revise and MH -B3 relocated so that the sewer line on Bryan Loop is located in the center
of the lane. This may also require relocating MH -B9 to the centerline of the street. As
currently proposed it appears that the sewer line along Bryan Loop is less than 3 -feet
from the edge of the gutter that also does not meet the District's Standards. MH -B10
should also be relocated to the center of the lane. All of these items need to be met when
realigning the sewer line along Bryan Loop.
The sewer line alignment along Bryan Loop has been adjusted to place the manholes
in the center of the driving lane. The entrance angle into MH -B3 is the 90° as
required.
7. The inlet sewer at tee MH -B3 should be shown on the manhole profile.
Invert information for MH -B3 is shown in the sanitary sewer profiles.
8. The four sewer services for the four-plex unit Al -4 should be separated so that each
service aligns with the proposed building plumbing service line from each unit.
The services have been separated as requested.
9. The sewer service and water service reference table on the Utility Composite should be
separated into two separate tables for ease of reference by the District rather than one
common table. One table should be solely for sewer service references, the other for
water service references. This was not required on Phases A and B but the District staff
expressed their preference to have separate tables on future submittals for their ease of
reference.
The water services and sewer services have been separated into two different tables.
10. A note should be provided on Plan and Profile Sheet 22 to state that all fill material over
the sanitary sewer line between MH -A6 and MH -B3 is to be placed to the finished street
subgrade and compacted to 95% (AASHTO T-99) prior to installation of the sanitary
sewer line.
• •
The requested note has been added to the plan and profile sheet.
11. The match line reference to Sheet 19 on the Utility Composite should be removed since it
does not apply to the project. In addition, all of the utilities in Phases A and B should be
shown with dashed lines and existing appurtances (i.e. manholes and water valves) with
open designations (i.e. open circle for manholes). Existing manholes should also be
labeled on the Utility Composite Sheets 17 and 18.
The match line reference to Sheet 19 has been removed as requested and all existing
manholes have been labeled. All existing utilities from Phases A and B have been
shaded back and dashed as requested. The existing manholes have also been shown
with open circles.
12. The slope between MH -A6 and MH -B1 should be reduced to 0.45% to provide additional
cover over the sewer line through the compacted fill areas at MH -B 1. This will also
require adjusting the slope between MH -B2 and MH -B3.
The slopes have been adjusted per your request.
13. The phase line between Phase B and Phase D should be designated to identify which lots
were located within previous Phase B and clearly separates and distinguishes Phase B
from Phase D. Phase B should also be labeled on the Utility Composite and Plan portion
of the Plan and Profile Sheet 18 similar to labeling shown on Sheet 6 and referenced as
previously constructed.
The phase line has been added to the composite plan as well as on the sanitary sewer
plan and profile sheets as requested.
14. The Utility Composite match line between Sheet 17 and 18 should be moved so that all of
the sewer line along Bryan Loop is shown on either Sheet 17 or 18.
The plan has been shifted to show all of Bryan Loop on Sheet 17 of the plan.
15. The sewer services to the four-plex unit B 1-4 should be relocated so that they are
oriented similar to the four-plex unit C1-4 where two service lines are located within the
courtyard between two units. This will better align the sewer services with building
plumbing services rather than having four service lines located in the center courtyard of
the four-plex building.
The sewer services B1-4 have been adjusted as requested.
16. Sewer services to the single family lots should be relocated so that they are a minimum of
15 -feet offset from the property lines to avoid any encroachment upon neighboring lots
for future maintenance of the service line. As presently configured the sewer services are
approximately 5 -foot offset from the property line.
• •
All of the single-family sewer services have been relocated to 15 -feet off of the property
line as requested.
17. Stations for all sewer services should be shown on the Plan portion of the Plan and profile
Sheets for the District's ease of reference.
The stations for all of the sewer services have been added to the plan and profile sheets
as requested.
18. The slope between MH -B7 and MH -B8 does not correspond to the invert elevation and
distance between manholes that should be revised to the appropriate slope.
The manhole stations have been rounded to the nearest foot on the profiles so the
slopes will not be exact. The slopes have been recalculated to show the correct
information.
19. The stationing on the sewer line profile title along Cliff View Circle (Sheets 22 and 23)
notes that the stationing is from right to left that appears to be in error. Stationing in the
Profile is. left to right.
The annotation below the profile has been corrected.
20. The term "PVC" should be included for each segment of sewer line between manholes
shown on the Profile rather than just the term "8 -inch SDR -35".
The term "PVC" has been included for each segment of the sewer line between
manholes on the profile as requested.
21. Directional flow arrows should be provided on each segment of sewer line between
manholes on the Utility Composite and Plan portion of the Plan and Profile Sheets that
are not consistently shown.
Flow arrows have been added to the base drawing so that they show up in every
drawing as requested.
22. The vertical control benchmark and horizontal coordinate system should be specified and
labeled on the Utility Composite and Plan and Profile Sheets for the District's future
reference.
The benchmark information is available on the grading plan and shown on the key
map of the plan and profile and utility sheets. This is the same benchmark that was
used for Phase A and Phase B. It is the East ''/ corner of Section 18 on the southeast
corner of the development.
• •
23. The District's Standard Sanitary Sewer Detail Sheet will need to be included with the
final Plans approved for construction.
The detail sheet has been added to the plans as requested.
Responses to the comments from the County Planning Department:
1. While Darter, LLC appears to be the owner of the subject property, please provide a deed
showing which entity owns the subject property and who is eligible to sign the plat as
well as a letter providing you authority to act on behalf of the owner in this matter. Is
there a mortgage involved in the ownership? This is also important as to what entity will
sign the Subdivision Improvements Agreement. Has the property been transferred to
Darter, LLC? If so, provide the deed of conveyance.
Phases C and D Ownership. Darter, LLC will acquire title to Phases C and D, Valley
View Village Subdivision (the "Property') from Edward and Ida Hoagland prior to the
recording of the Final Plat. On September 13, 2001, the parties entered in to the
Contract to Buy and Sell Real Estate. That contract has since been amended by several
documents, including the Agreement to Amend/Extend Contract dated May 24, 2003
(the "Option Agreement"). Pursuant to the Option Agreement, Darter, LLC has the
exclusive option to purchase the Hoaglands' Valley View Village property, including
Phases C and D. We have attached the form General Warranty Deed for the
conveyance. We will submit a Statement of Authority authorizing David McConaughy
to act on behalf of Darter, LLC in all matters related to the development of Valley View
Village Subdivision under separate cover.
2. Please sign and submit an "Agreement to Pay" form.
The Agreement to Pay form has been signed as requested.
3. The first line of the Surveyors Certificate on the plat needs to be amended to read, "I,
Frank W. Harrington, do hereby state certify that I am..."
The Certificate has been changed to read as shown above.
4. Plat note no. 8 should read, "All exterior lighting will be the minimum amount necessary
and all exterior lighting will be directed inward and downward towards..."
The plat note has been changed to read as indicated above.
5. The Land Use Summary on Sheet 1 or 2 of the Final Plat needs to be amended to show
lots in MDR in Phase C and LDR in Phase D. Further, it needs to show the correct total
of the number of lots as well as their corresponding Lot number. For example, Lots 29
and 30 are not shown on the Summary but are included on the plat. Please address.
The Land Use Summary is accurately shown on the plat.
6. The Certificate of Dedication and Ownership needs to be modified to reflect the required
language in Section 14:00 of the Subdivision Regulations of 1984, as amended and is
also provided here:
• •
DEDICATION
KNOWN ALL MEN BY THESE PRESENTS:
That the undersigned is/are the owner(s) of that real
property situated in the County of Garfield, State of Colorado, and being a part of
as shown on the accompanying plat, said real property being more
particularly described as follows:
That said owner has caused the said real property to be laid and surveyed as
, a subdivision of a part of Garfield County, Colorado. That said owner
does hereby dedicate and set apart all of the streets and roads as shown on the accompanying
plat to the use of the public forever, and hereby dedicate to the Public Utilities those portions of
said real property which are labeled as utility easements on the accompanying plat as perpetual
easements for the installation and maintenance of utilities, irrigation and drainage facilities,
including but not limited to electric lines, gas lines, telephone lines; together with the right to
trim interfering trees and brush; with perpetual right of ingress and egress for installation and
maintenance of such lines. Such easements and rights shall be utilized in a reasonable and
prudent manner.
That all expense for street paving or improvements shall be furnished by the seller or
purchaser, not by the County of Garfield.
IN WITNESS WHEREOF said owner has caused his name to be hereunto subscribed this
day of
STATE OF COLORADO
COUNTY OF GARFIELD
)SS.
, A.D., 2005.
The foregoing dedication was acknowledged before me this day of
A.D., 2005, by
My commission expires:
WITNESS MY HAND AND SEAL
Notary Public
The dedication has been changed to read as stated above.
7. Please amend the dates in the Board of County Commissioners and Clerk and Recorder's
Certificates on Sheet 1 of 2 of the Final Plat to state 2005 rather than 2004.
The date has been changed to 2005 as requested.
8. The engineering plans all need to need to be marked with "Approved for Construction."
The plans have been marked with "Approved for Construction."
• •
9. No information was provided that demonstrates that the all of the required ad velorum
taxes have not been paid. Please provide evidence that these taxes have been paid.
Proof of Ad Valorem Taxes. Attached please find proof of ad valorem property taxes
for tax year 2004.
10. Please provide letters from the appropriate waste/water service providers (Metro or
Service Districts) stating that they can and will serve the development in Phases C & D.
The letters have been provided as requested.
11. The fourth line in plat note 19 needs to read as follows: "... moisture from saturating the
soils and thus reduce the overall potential for..."
The fourth line has been adjusted to read as stated above.
12. Please add a plat note after No. 19 as follows: "Once the grading plan has been
completed on-site, the drainage report shall be updated to account for new cross-
sectional profile of the drainage. If a new channel cross-section changes the flow
velocities within the drainage, some type of slope reinforcement may be necessary to
prevent erosion along the length of the fill slope."
The above -stated note has been added to the plat.
13. Condition No. 9 of Resolution 2003-67 requires that all roads be dedicated to the public
except for Bryan Loop, among others. Because this road will be private, please provide
what entity will own and maintains this road. In doing so, please provide the form deed
conveying the road to the appropriate entity and also indicate where maintenance is
covered in the covenants.
Bran Loop. Consistent with the Final Plat for Valley View Village Subdivision
recorded on December 16, 2003 in the Office of the Garfield County Clerk and
Recorder as Reception No. 643044, all private roads within the Subdivision, including
Bryan Drive, shall be dedicated to the Valley View Village Homeowners Association
(the "Master Association"). Pursuant to Section 1.7 of the Master Declaration of
Covenants, Conditions and Restrictions for Valley View Village Subdivision recorded
in the Office of the Garfield County Clerk and Recorder as Reception No. 643048
("Master Declaration'), all streets and roads located within the Subdivision shall be
dedicated to the public, except for those private roads and driveways within the multi-
family lots, including Bryan Loop. Repair and maintenance of the public and private
streets and roads within the subdivision shall be the sole responsibility of the Master
Association. We have attached a form easement deed conveying easements for Bryan
Loop and other common elements in Phases C and D to the Master Association.
14. Condition No. 10 requires that the project shall provide a total of 9 acres of open space
for all of Valley View Village PUD. Please show how much open space has been platted
to date and how the full 9 acres will be achieved with subsequent filings.
Open Space. Paragraph 8 of the draft subdivision improvements agreement for the
Property addresses this issue exactly. Pursuant to the subdivision improvements
agreement for Phase B, the applicant has a credit of 1.59 acres of open space from
. • •
Phases A and B to apply to Phases C, D, and the Future Phases. Phases C and D
comprise a total of 7.007 acres. Thus, the total open space requirement for Phases C
and D is 1.752 acres. Phase!, C and D include open space equal to 0.213 acres in Tract
I, 0.132 acres in Tract J, and 0.454 acres in the open space buffer areas which count as
additional open space, for a total of 0.799 acres. This amount, plus the credit of 1.591
acres, satisfies the open space requirements for Phases C and D and leaves a credit of
0.638 acres for the Future Phases.
15. Please provide this office with three (3) paper copies with the amendments listed above at
your earliest convenience so this office may continue processing the final plat.
Three paper copies have been provided with this letter.
Note, this letter does not contain additional comments which are forthcoming from the County
Attorney's office regarding the content and form of the Subdivision Improvements Agreement
and the protective covenants. I look forward to reviewing the additional information requested
in this letter. Do not hesitate to contact this office should you have any questions.
Please contact me if you have any questions regarding the revised submittal.
Respectfully,
Dan Dennison
Project Manager
/ •
A WestWater Engineering
•
2516 FORESIGHT CIRCLE, #1 GRAND JUNCTION, COLORADO 81505 (970) 241-7076
November 4, 2005
Bruce Smith, District Manager
Battlement Mesa Consolidated Metro District
P.O. Box 6116
Battlement Mesa, Colorado 81636 •
FAX (970) 241-7097
RE: Review Comments on Resubmittal of Final Plans for Valley View Village Subdivision,
Phases C and D
Dear Bruce,
The following are our review comments on the resubmitted Plans for Phases C and D of the
proposed Valley View Village Subdivision. The Plans were revised in response to our comments
dated September 9, 2005. The District directed us to review the resubmitted Plans per your letter
of October 25, 2005. We have again separated our comments between the water system and
sanitary sewer system for ease of reference.
Water Distribution System
1. The water service lines to the four plex units C 1 through C4 are still being proposed to
connect to the water line along Gregory Lane that is along the back of the units. Since
the water line along Byron Loop is now looped back to Cliff View Court, the water
services should be relocated to the front of the buildings and served off the water line
in Byron Loop (See previous comment #4).
2. The existing water valves shown in Phase B on Utility Composite Sheet 18 should be
shown with open designations to clearly designate that they are existing. (See original
sanitary sewer comment #11).
3. The District's Standard Water Line Detail Sheet should be renumbered in accordance
with the index sheet (Sheet 35).
Sanitary Sewer Collection System
1. The note referring to connection to the District's existing MH A-6 in Valley View
Drive shown on Sheet 22 should be revised to state the following, 'the stub out
alignment and grade of MH A-6 is to be field verified by the Contractor and the
• •
Bruce Smith
November 4, 2005
Page 2
District Engineer to determine if it matches the proposed sewer line alignment and
grade. If the alignment or grade differs from that of the proposed sewer line, the stub
out is to be removed and the sewer line extended the full length from MH A-6 to
MH B-1. If this is required the Contractor will be required to obtain the necessary
utility permits from Garfield County for work within the Valley View Drive
right-of-way. If the District Engineer approves the stub out, connection shall be made
using a PVC bell by bell closure coupling". This note should also be placed on Utility
Composite Sheet 17. (See original comment #1).
2. Existing MH A-6 should be noted as existing in the Profile on Sheet 22. (See original
comment #2).
3. An equation station should be provided for MH B-3 to reference the stations between
the sewer line along Byron Loop and the sewer line along Cliff View Court. (See
original comment #6).
4. The Phase line designation shown on the Utility Composite should be realigned so that
the proposed fire hydrant at the intersection of Gregory Lane and Cliff View Circle is
clearly shown that is currently over laid by the Phase line.
5. The invert -in elevation from the east at MH B-3 should be reduced to a maximum of
0.3 feet above the invert out in lieu of the 0.57 feet proposed. This will also require
revising the grade between MH B-3 and MH B-9 in Byron Loop.
6. The sewer main between MH B-9 and MH B-10 should be extended so that the sewer
services to Units B3 and B4 can be installed in the court yard area between the Units,
rather than underneath the asphalt driveway as shown. This may require a slight
realignment of the sanitary sewer line and water line along Byron Loop.
7. For sewer service lines that are not perpendicular to the sewer main, the end of the
service lines that are stubbed into the property should be referenced to the front of
property corners for the District's future reference. This would appear to apply to
the sewer service lines to Units F3 and F4 and the service lines to Units B3 and B4.
8. The District's Standard Sanitary Sewer Detail Sheet should be renumbered in
accordance with the index sheet (Sheet 36).
The Plans should be revised to address the aforementioned comments and resubmitted to the
District for final review. We are still not sure what the status of approval is on the Final Plat
with Garfield County that should also be approved prior to the District approving the Plans for
.TO
• •
Bruce Smith
November 4, 2005
Page 3
construction. This will ensure that the County's requirements have been met and the final plat is
recorded.
If you have any questions regarding our comments please feel free to contact us.
Respectfully,
Stephen T. LaBonde
Project Manager
STL/bw
Encl.
cc: Jim Hardcastle, Garfield County Planning Department
Ron Weidler, High County Engineering
Darin Carei, Grace Homes
Ted Anderson, Battlement Mesa Consolidated Metro District
,IWwuxveget ,11•111...n MeuV,tn.,miN.r.vura...md
CIVIL ENGINEERING
November 11, 2005
Garfield County Planning Department
108 8th Street
Suite 201
Glenwood Springs, CO 81601
Attn. Andy Schwaller
An Employee -Owned Company
RE: Valley View Village Phases C and D -Response to Comments
LAND SURVEYING
Responses to the comments from the Battlement Mesa Consolidated Metro District's
Engineer (Letter dated November 4, 2005):
1 4 2005
High Country Engineering has revised the construction drawings per your comments dated
November 4, 2005. Please find included with this submittal revised plans, and the comment that
you provided in your review of the plans with the response to that comment.
1. The water service lines to the four plex units Cl through C4 are still being proposed to
connect to the water line along Gregory Lane that is along the back of the units. Since the
water line along Byron Loop is now looped back to Cliff View Court, the water services
should be relocated to the front of the buildings and served off the water line in Byron Loop
(See previous comment #4).
The water service lines to the four plex units Cl through C4 have been relocated to the
front of the buildings and serve off the water line in Byron Loop.
2. The existing water valves shown in Phase B on Utility Composite Sheet 18 should be
shown with open designations to clearly designate that they are existing. (See original
sanitary sewer comment #11).
The existing water valves shown in Phase B on the Utility Composite Sheet 18 have been
updated with open designations.
3. The District's Standard Water Line Detail Sheet should be renumbered in accordance with
the index sheet (Sheet 35).
The District's Standard Water Line Detail Sheet has been renumbered Sheet 35.
Sanitary Sewer Collection System
1. The note referring to connection to the District's existing MH A-6 in Valley View Drive
shown on Sheet 22 should be revised to state the following, 'the stub out alignment and grade
of MH A-6 is to be field verified by the Contractor and the District Engineer to determine if
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 81601
970.945.8676 phone
970.945.2555 fax
www.hceng.com
14 Inverness Drive East, Suite F-120
Englewood, CO 80112
303.925.0544 phone
303.925.0547 fax
•
it matches the proposed sewer line alignment and grade. If the alignment or grade differs
from that of the proposed sewer line, the stub out is to be removed and the sewer line
extended the full length from MH A-6 to MH B-1. If this is required the Contractor will be
required to obtain the necessary utility permits from Garfield County for work within the
Valley View Drive right-of-way. If the District Engineer approves the stub out, connection
shall be made using a PVC bell by bell closure coupling'. This note should also be placed on
Utility Composite Sheet 17. (See original comment #1).
The note has been added verbatim on Sheet 22 and Sheet 17.
2. Existing MH A-6 should be noted as existing in the Profile on Sheet 22. (See original
comment #2).
Existing MHA -6 has been identified as existing in the profile on Sheet 22.
3. An equation station should be provided for MH B-3 to reference the stations between the
sewer line along Byron Loop and the sewer line along Cliff View Court. (See original
comment#6).
An equation station has been added for MH B-3 that reference the stations between the
sewer line along Byron Loop and the sewer along Cliff View Court.
4. The phase line designation shown on the Utility Composite should be realigned so that the
proposed fire hydrant at the intersection of Gregory Lane and Cliff View Circle is clearly
shown that is currently over laid by the phase line.
The phase line designation shown on the Utility Composite site has been realigned so that
the fare hydrant at the intersection of Gregory Lane and Cliff View Circle is clear.
5. The invert -in elevation from the east at MH B-3 should be reduced to a maximum of 0.3
feet above the invert out in lieu of the 0.57 feet proposed. This will also require revising the
grade between MH B-3 and MH B-9 in Byron Loop.
The invert -in elevation from the east at MHB-3 has been reduced to the standard 0.2 foot
drop. The grade between MH B-3 and MH B-9 in Byron Loop has been updated.
6. The sewer main between MH B-9 and MH B-10 should be extended so that the sewer
services to Units B3 and B4 can be installed in the court yard area between the Units, rather
that underneath the asphalt driveway as shown. This may require a slight realignment of the
sanitary sewer line and water line along Byron Loop.
The sewer main between MHB-9 and MH B-10 has been extended, and the services to
Units B3 and B4 will be installed in the court yard between the Units. The waterline has
been slightly realigned along Byron Loop.
• •
7. For sewer service line that are not perpendicular to the sewer main, the end of the service
line that are stubbed into the property should be referenced to the front of property corners
for the District's future reference. This would appear to apply to the sewer services lines to
Units F3 and F4 and the services line to Units B3 and B4.
The sewer service lines that are not perpendicular to the sewer main have been referenced
(swing tie) to firehydrants or sewer manholes and are listed in the accompanying chart on
Sheets 17 and 18.
8. The District's Standard Sanitary Sewer Detail Sheets should be renumbered in
accordance with the index sheet (Sheet 36).
The District's Standard Sanitary Sewer Detail Sheet has been renumbered Sheet 36.
Please contact me if you have any questions regarding the revised submittal.
Respectfully,
Dan Dennison
Project Manager
■■■■■RES URC E •
■ ■■■■
■ ■■■■ E N G I N E E R I N G I N C.
Mr. Fred Jarman E :: September 20, 2005
Garfield County Building and Planning Department SEP 2 2 2005
108 Eighth Street, Suite 201
Glenwood Springs CO 81601
CARE IE i;Ol,.iNTl''
`"BUILDING & PLANNING
RE: Valley View Village Phase C & D, Final Plat
Dear Fred:
At the request of Garfield County, Resource Engineering, Inc. (RESOURCE) has
reviewed the Final Plat submittal for Phases C and D of the Valley View Village PUD
near Battlement Mesa. The submittal includes the plat and engineering drawings
prepared by High Country Engineering. Inc. dated June 17. 2005. Our review is based
on compliance with BOCC Resolution No. 2003-67, GARCO Subdivision Regulations,
and standard engineering practices. Our comments are presented below.
WATER AND WASTEWATER
Water and Wastewater are provided by the Battlement Mesa Metropolitan District
(BMMD). The water and sewer infrastructure design meets County criteria and is
subject to final approval by BMMD.
DRAINAGE
The drainage plan appears to be consistent with the overall drainage concept and
predevelopment patterns. The sediment and erosion control plan is adequate.
SOILS
The appropriate plat notes have been included to notify buyers of the design
requirements for foundations and structures. The roadway design has incorporated the
design recommendations for poor soil conditions as outlined by H.P. Geotech.
Please call if you have any questions or need additional information.
Sincerely,
RESOURCE ENGINERING, INC.
75
Michael J. Erio-, P.E.
Water Resource Engineer
MJE/mmm
885-30.0
E:\Client\885\fj vvv phase c & d final plat 885.doc
Consulting Engineers and Hydrologists
909 Colorado Avenue ■ Glenwood Springs, CO 81 601 • (970) 945-6777 Fax (970) 945-11 37
•
A WestWater Engineering
2516 FORESIGHT CIRCLE, #1
September 9, 2005
GRAND JUNCTION, COLORADO 81505 (970) 241-7076 FAX (970) 241-7097
Bruce Smith, District Manager
Battlement Mesa Consolidated Metro District
P.O. Box 6116
Battlement Mesa, Colorado 81636
c. a=u:„,,,
gdllii olo
RE: Review Comments on Final Plans for Valley View Village, Phase C and D
Dear Bruce,
The following are our review comments on the final Plans for Phases C and D of the proposed
Valley View Subdivision that were submitted to our office by Darter, LLC along with the
Waterline and Sewer Line Extension Applications and Agreements on August 10, 2005. We
were subsequently directed by the Consolidated Metropolitan District to review the Plans on
behalf of the District. Our comments are exclusive to the water and sewer systems that the
District will own and maintain. We have separated comments on the water system from the
sanitary sewer system for ease of reference:
Water Distribution System
1. The waterline should be looped for the entire length of Byron Loop to connect at both
intersections with Cliff View Court. This will require a second tee and set of valves at
the south intersection of Cliff View Court. The size of the waterline could also be
reduced to 6 -inch diameter.
2. Since the waterline is proposed to loop back to the District's distribution system at two
separate locations along Cliff View Circle and Gregory Lane it is not necessary to connect
to the existing distribution system at the proposed third location in Valley View Drive
unless it is deemed necessary by the Petitioner's Engineer, High Country Engineering
(HCE). If HCE elects to provide this third connection, the existing valve shown outside
the street right-of-way is to be removed with a note specifying that the connection is to be
made with a "dresser" type coupling if necessary. There is also some question whether
the valve shown is an existing valve or a proposed valve that is shown with a solid
designation that would imply it is a proposed new valve. Also the as -built Plans for
Phase A did not indicate that any valves were placed at the tee on the water main as
shown on the Phase C and D Plans that should be field verified.
3. The note that a "dresser" type coupling may be required for connection to the existing
waterline should also be indicated for the connection to the existing waterline in Cliff
View Circle similar to the note shown for the waterline connection in Gregory Lane.
Mwmwr.<UmplBwknxm M.s.t SmithR.Cw.C&D.wpd
• •
Bruce Smith
September 9, 2005
Page 2
4. The water service lines to four-plex unit C1-4 should be relocated to the waterline along
Byron Loop that will be extended in front of the four-plex as part of the requirement to
loop the waterline along Byron Loop (see Item 1 above).
5. The street name for Byron Loop should be labeled on the Utility Composite Sheet 17.
6. The fire hydrant proposed between Lots 17 and 18 should be relocated to either Lot 28 or
between Lots 27 and 28 so that the fire hydrant leg does not cross the sanitary sewer line.
7. The fire hydrant at the corner of Cliff View Circle and Gregory Lane should be relocated
to the south so that it is along the side of the proposed handicap ramp rather than directly
behind the ramp as shown.
8. The water service lines for all single family lots should be relocated so that they are a
minimum of 10 -feet offset from the property lines. As presently configured they are
5 -feet offset.
9. The water service lines to Lots 21 and 22 should be relocated so that they do not conflict
with the proposed electrical transformers (see also Item 8 above).
10. A note should be provided on the street Plan and Profile Sheets 13 and 14 to state that all
fill material along Cliff View Court is to be placed to the street subgrade and compacted
to 95% (AASHTO T-99) prior to installation of the waterline.
11. The inline valve along Cliff View Court near Lot 28 can be deleted since adequate
valving is in place at the intersection of Cliff View Lane and Cliff View Circle to isolate
the waterline.
12. The District's Standard Waterline Detail Sheet(s) will need to be included with the final
Plans approved for construction.
Sanitary Sewer Collection System
1. A note should be provided on the Utility Composite and Plan portion of the Plan and
Profile Sheet 22 specifying the method of connection to the existing stub out from
MH -A6. Per the Plans approved for construction for Phase A, the stub out alignment and
grade is to be verified by the Contractor and the District Engineer to determine if it
matches the proposed sewer line alignment and grade. If the alignment or grade differs
from that of the proposed sewer line, the stub out is to be removed and the sewer line
extended the full length from MH -A6 to MH -Bl. If this is required, the Contractor will
obtain any necessary Utility Permit(s) from Garfield County for work within the Valley
View Drive right-of-way. If the District Engineer approves the stub out, connection shall
be made using a PVC bell -by -bell closure coupling.
,Ww„„Y..v...xOiatil,n�..n
• •
Bruce Smith
September 9, 2005
Page 3
2. Existing MH -A6 should be shown with dashed lines in the Profile and noted as an
existing manhole. The existing stub out should also be shown with dashed lines in the
Profile.
3. The existing invert -out and invert -in elevations should be shown for MH -A6 on the sewer
line profile.
4. MH -A6 should be stationed as 0+00 and all stationing revised accordingly. The District
requires stationing to start at 0+00 rather than stationing starting at 1+00 as proposed. All
stationing including sewer service taps in the reference table will need to be revised
accordingly.
5. An equation station should be provided for tee MH -B3 with the station for the sewer line
along Byron Loop starting at 0+00.
6. The deflection angle at MH -B3 between the sewer line along Byron Loop to the outlet
sewer along Cliff View Circle appears to be at an acute angle (less than 90°) that the
District does not allow. The alignment of the sewer line along Byron Loop should be
revised and MH -B3 relocated so that the sewer line on Byron Loop is located in the
center of lane. This may also require relocating MH -B9 to the center line of the street.
As currently proposed it appears that the sewer line along Byron Loop is less than 3 -feet
from the edge of gutter that also does not meet the District's Standards. MH -B10 should
also be relocated to the center of lane. All of these items need to be met when realigning
the sewer line along Byron Loop.
7. The inlet sewer at tee MH -B3 should be shown on the manhole profile.
8. The four sewer services for the four-plex unit Al -4 should be separated so that each
service aligns with the proposed building plumbing service line from each unit.
9. The sewer service and water service reference table on the Utility Composite should be
separated into two separate tables for ease of reference by the District rather than one
common table. One table should be solely for sewer service references, the other for
water service references. This was not required on Phases A and B but the District staff
expressed their preference to have separate tables on future submittals for their ease of
reference.
10. A note should be provided on Plan and Profile Sheet 22 to state that all fill material over
the sanitary sewer line between MH -A6 and MH -B3 is to be placed to the finished street
subgrade and compacted to 95% (AASHTO T-99) prior to installation of the sanitary
sewer line.
1\Wwurve.n latt1.mni Mcm,1411a.l\milh NeveorK D.,d
• •
Bruce Smith
September 9, 2005
Page 4
11. The match line reference to Sheet 19 on the Utility Composite should be removed since it
does not apply to the project. In addition, all of the utilities in Phases A and B should be
shown with dashed lines and existing appurtances (i.e. manholes and water valves) with
open designations (i.e. open circle for manholes). Existing manholes should also be
labeled on the Utility Composite Sheets 17 and 18.
12. The slope between MH -A6 and MH -Bl should be reduced to 0.45% to provide additional
cover over the sewer line through the compacted fill areas at MH -B 1. This will also
require adjusting the slope between MH -B2 and MH -B3.
13. The phase line between Phase B and Phase D should be designated to identify which lots
were located within previous Phase B and clearly separates and distinguishes Phase B
from Phase D. Phase B should also be labeled on the Utility Composite and Plan portion
of the Plan and Profile Sheet 18 similar to labeling shown on Sheet 6 and referenced as
previously constructed.
14. The Utility Composite match line between Sheet 17 and 18 should be moved so that all of
the sewer line along Byron Loop is shown on either Sheet 17 or 18.
15. The sewer services to the four-plex unit B1-4 should be relocated so that they are oriented
similar to the four-plex unit C 1-4 where two service lines are located within the courtyard
between two units. This will better align the sewer services with building plumbing
services rather than having four service lines located in the center courtyard of the four-
plex building.
16. Sewer services to the single family lots should be relocated so that they are a minimum of
15 -feet offset from the property lines to avoid any encroachment upon neighboring lots
for future maintenance of the service line. As presently configured the sewer services are
approximately 5 -foot offset from the property line.
17. Stations for all sewer services should be shown on the Plan portion of the Plan and Profile
Sheets for the District's ease of reference.
18. The slope between MH -B7 and MH -B8 does not correspond to the invert elevations and
distance between manholes that should be revised to the appropriate slope.
19. The stationing on the sewer line profile title along Cliff View Circle (Sheets 22 and 23)
notes that the stationing is from right to left that appears to be in error. Stationing in the
Profile is left to right.
20. The term "PVC" should be included for each segment of sewer line between manholes
shown on the Profile rather than just the term "8 -inch SDR -35."
,W.ve+.TveYenl. 1.1.mlX R. C€. CRI) *pd
• •
Bruce Smith
September 9, 2005
Page 5
21. Directional flow arrows should be provided on each segment of sewer line between
manholes on the Utility Composite and Plan portion of the Plan and Profile Sheets that
are not consistently shown.
22. The vertical control benchmark and horizontal coordinate system should be specified and
labeled on the Utility Composite and Plan and Profile Sheets for the District's future
reference.
23. The District's Standard Sanitary Sewer Detail Sheet will need to be included with the
final Plans approved for construction.
The Plans should be revised to address the aforementioned comments to meet the District's
Standards and Specifications and resubmitted to the District for further review. Due to the level
of comments the District should also reserve the right to make additional comments on future
resubmittals. We are also not sure what the status is on approval of the final Plat with Garfield
County. The Plat should be approved by Garfield County prior to the District approving the
Plans for construction to ensure the County's requirements have been met and the final Plat is
recorded. If you have any questions regarding any of our comments please feel free to call.
Respectfully,
Stephen T. LaBonde
Project Manager
STL/alp
cc: Jim Hardcastle, Garfield County Planning Department
Ron Weidler, High Country Engineering
Darin Carei, Grace Homes
Ted Anderson, Battlement Mesa Consolidated Metro District
,Ww.xrveVmOlLnk a Alw1xiter.\\milARevem.D..wTMl
• •
SUPPLEMENTAL DECLARATION
TO THE SUPPLEMENTAL DECLARATION OF
COVENANTS, CONDITIONS AND RESTRICTIONS FOR
FOR VALLEY VIEW VILLAGE TOWNHOMES
THIS SUPPLEMENTAL DECLARATION TO THE SUPPLEMENTAL
DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR VALLEY
VIEW VILLAGE TOWNHOMES ("Supplemental Declaration") is made and entered into this
day of , 2005, by DARTER, LLC ("Declarant").
RECITALS
WHEREAS, Declarant is the owner of Lots 23 and 24, Valley View Village, according to
plat recorded in the office of the Clerk and Recorder of Garfield County, Colorado on
, 2005 as Reception No. ("Phases C and D Plat") except individual
units previously conveyed to others; and
WHEREAS, a Master Declaration of Covenants, Conditions and Restrictions for the
Subdivision was recorded in the office of the Clerk and Recorder of Garfield County, Colorado
on December 16, 2003 at Book 1546, Page 979, Reception No. 643048 (the "Master Declaration"),
and a Supplemental Declaration of Covenants, Conditions and Restrictions for Valley View Village
Subdivision for Valley View Village Townhomes was recorded in Book 1630 at Page 263 as
Reception No. 661556 (the "Townhome Declaration");
WHEREAS, Section 1.7 of the Townhome Declaration provides that additional lands
within the Valley View Village Subdivision may be subjected to the Townhome Declaration by
the Declarant; and
WHEREAS, Declarant proposes to construct multi -family units on Lots 23 and 24; and
WHEREAS, in making this Supplemental Declaration, Declarant reserves all of its rights
specified in the Master Declaration and Townhome Declaration and does not waive or release any
of those rights by making this Supplemental Declaration.
NOW, THEREFORE, Declarant hereby declares that Lots 23 and 24, according to the
Phases C and D Plat, shall be held, sold, and conveyed subject to the Townhome Declaration,
which shall run with the land and be binding upon all persons and their entities (and their heirs,
personal representatives, successors, and assigns) now or later having any right, title, or interest
in all or any part of Lots 23 and 24, and the Declarant further declares as follows:
1. General. The terms and conditions of this Supplemental Declaration shall be in
addition, and supplemental, to the terms and conditions contained in the Townhome Declaration.
All terms and conditions of the Townhome Declaration shall be applicable to Lots 23 and 24. All
of the above Recitals are true and are incorporated into the terms of this Supplemental Declaration.
I:\2005\Clients\Grace-1238\Documents\Supp Dec 23-24.wpd
September 30, 2005
-1-
• •
2. Effect of Resubdividing. Membership in the Association, and assessments levied
by the Association as provided in the Townhome Declaration, after recording ofthis Supplemental
Declaration, shall be amended to reflect the increase in the number of Units in Lots 23 and 24
caused by recording of the Phases C and D Plat, any additional amended townhome plats, and this
Supplemental Declaration, which shall not alter the amount of (or change any liability for) any
assessments by the Association prior to the date of recording in the Garfield County, Colorado,
real estate records of this Supplemental Declaration.
3. Common Areas. All areas within Lots 23 and 24 outside the building envelopes are
designated as general common elements subject to a) the Master Association private access,
ingress, egress, emergency access, utility and drainage easement known as Bryan Loop as shown
on the Phases C and D Plat and as described on the Easement Deed recorded in the Office of the
Garfield County Clerk and Recorder as Reception No. , and b) the Declarant's
reserved right to file and record amended plats creating additional units, general common elements,
and limited common elements for Lots 23 and 24.
4. Severability. Invalidation of any portion of this instrument for any reason shall in
no way affect the remainder of it, which shall remain in full force and effect.
STATE OF COLORADO
) ss.
COUNTY OF
By
DECLARANT:
DARTER, LLC
Terry Lawrence
Acknowledged, subscribed, and sworn to before me this day of , 2005,
by Terry Lawrence, of Darter, LLC.
WITNESS my hand and official seal.
My Commission expires:
I:\2005\Clients\Grace- 1238\Documents\Supp Dec 23-24.wpd
September 30, 2005
-2-
Notary Public
• •
EASEMENT DEED
THIS EASEMENT DEED made this day of , 2005, by and between
Darter, LLC, a Colorado limited liability company whose address is 786 Valley Court, Grand
Junction, Colorado, 81505 (hereinafter "Grantor"), and Valley View Village Homeowners
Association, a Colorado non-profit corporation whose address is 786 Valley Court, Grand
Junction, Colorado 81505 (hereinafter "Grantee");
FOR VALUE RECEIVED, the receipt and sufficiency of which is hereby acknowledged,
Grantor hereby grants and conveys to Grantee, for the sole use and benefit of the residents of Valley
View Village Subdivision in Battlement Mesa P.U.D., Tract J, the buffer easement, and a private
access, egress, ingress, emergency access, drainage and utility easement for Bryan Loop within
Lot 24, as such easements and tracts are depicted on the Final Plat for Valley View Subdivision,
Phases C and D, recorded in the Office of the Garfield County Clerk and Recorder on
2005, as Reception No.
No development of any kind, including without limitation fences or any other
improvements, shall be allowed within the easements. The easements shall be owned and
maintained by Grantee in accordance with the terms and conditions of the Master Declaration of
Covenants, Conditions and Restrictions for Valley View Village Subdivision in Battlement Mesa
PUD recorded in Book 1546 at Page 979 as Reception No. 643048.
Provisions of this Easement Deed shall run with the real properties affected by it and shall
be binding upon and inure to the benefit of the heirs, assigns, and successors of the parties hereto.
IN WITNESS WHEREOF, Grantor has executed this Easement Deed on the day and year
written above.
STATE OF COLORADO )
COUNTY OF GARFIELD )
by
By
ss.
Darter, LLC
Acknowledged, subscribed and sworn to before me this day of , 2005,
as of Darter, LLC.
WITNESS my hand and official seal.
My Commission expires:
I:\2005\Clients\Grace-1238\Documents\PhCD Easement Deed.wpd
September 30, 2005
Notary Public
Page 1 of 1
Please return to: Leavenworth & Karp, PC
P.O. Drawer 2030
Glenwood Springs, CO 81602
LOYAL E. LEAVENWORTH
SANDER N. KARP
DAVID H. McCONAUGHY
JAMES S. NEU
JULIE C. BERQUIST-HEATH
SUSAN W. LAATSCH
NICOLE D. GARRIMONE
ANNA S. ITENBERG
MICHAEL J. SAWYER
TERESA L. HOCK
CASSIA R. FURMAN
LEAVENWORTH & KARP, P.C.
ATTORNEYS AT LAW
201 14T1 STREET, SUITE 200
P. O. DRAWER 2030
GLENWOOD SPRINGS, COLORADO 81602
Telephone: (970) 945-2261
Facsimile: (970) 945-7336
crf@lklawfirm.com
June 21, 2005
Fred A. Jarman, AICP
Assistant Planning Director
Garfield County Building and Planning Department
108 8th Street, Suite 201
Glenwood Springs, CO 81601
Re: Valley View Village, Phases C and D
Dear Fred:
DENVER OFFICE:*
WAZEE EXCHANGE BUILDING
1900 WAZEE STREET, STE. 203
DENVER, COLORADO 80202
Telephone: (303) 825-3995
Facsimile: (303) 825-3997
*(Please direct all correspondence
to our Glenwood Springs Office)
This letter supplements the enclosed application for Final Subdivision Plat approval for
Valley View Village Subdivision, Phases C and D. Attached for your review are: (1) three (3)
copies of the Final Plat and engineering documents; (2) the County's Subdivision Application Form;
(3) the Second Supplemental Declaration to the Master Declaration of Covenants, Conditions and
Restrictions for Valley View Subdivision in Battlement Mesa PUD; (4) draft Subdivision
Improvements Agreement for Phases C and D with attached cost estimates; and (5) check in the
amount of $200.00 satisfying Garfield County's requirement for Final Plat. We will forward signed
mylar originals of the Final Plat upon approval by the County.
Please do not hesitate to contact David or myself if you have any questions or comments
related to this application.
Very truly yours,
LEAVENWORTH & KARP, P.C.
Cassia R. Furman
Enclosure
cc: Terry Lawrence
1: \2005\CIients\Grace-1238\Letters\arman-2. wpd
RE c E WED
JUN 2 2 2005
GARFIELD COUNTY
BUILDING & PLANNING
IIHRINI113111111111 II "'11111111111111IIII
636574 09/15/2003 04:2 8 P822 M ALSDORF
'1,of_8 R 0.00 D 0.00 GARFIELD COUNTY CO
STATE OF COLORADO
)ss
County of Garfield
L., L.
At a regular meeting of the Board of County Commissioners for Garfield County,
Colorado, held in the Commissioners' Meeting Room, Garfield County Plaza Building, in
Glenwood Springs on Monday, the 4th day of August, 2003, there were present:
John Martin
Larry McCown
Tresi Houpt
Don DeFord
Mildred Alsdorf
Ed Green
, Commissioner Chairman
, Commissioner
, Commissioner
, County Attorney
, Clerk of the Board
, County Manager
when the following proceedings, among others were had and done, to -wit:
RESOLUTION NO. 2 00 3- 6 7
A RESOLUTION CONCERNED WITH THE APPROVAL OF A PRELIMINARY
PLAN FOR VALLEY VIEW VILLAGE PLANNED UNIT DEVELOPMENT,
SUBMITTED BY DARTER, LLC. ON BEHALF OF EDWARD AND IDA LEE
HOAGLUND
WHEREAS, the Board of County Commissioners of Garfield County, Colorado,
received a Preliminary Plan application from Darter, LLC. on behalf of Edward and Ida
Lee Hoaglund, property owners, to subdivide approximately 36 acres of land into 47 lots
consisting of 119 units (single-, two- and multi -family dwelling units); and
WHEREAS, the property subject to this resolution is described as a parcel of
land in Township 7 South, Range 95 West of the 6th P.M., Section 18: SE 1/4 NE I/,
except that portion conveyed to the Board of County Commissioners, Garfield County,
Colorado, by instrument recorded in Book 561 at Page 675, Reception No. 310152; and
WHEREAS, on June 11, 2003, the Garfield County Planning Commission
forwarded a recommendation of approval with conditions to the Board of County
Commissioners for the Subdivision Preliminary Plan request; and
WHEREAS, the Board held a public hearing on the 4th day of August, 2003,
upon the question of whether the above described Preliminary Plan should be granted or
denied, at which hearing the public and interested persons were given the opportunity to
express their opinions regarding the Preliminary Plan; and
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WHEREAS, based on the material submitted by the applicant, the
recommendation of the Planning Commission and the comments of the Garfield County
Planning Department, this Board finds as follows:
1. That proper posting and public notice was provided, as required, for the hearing
before the Planning Commission;
2. That the meeting before the Planning Commission was extensive and complete,
that all pertinent facts, matters and issues were submitted and that all interested
parties were heard at that hearing;
3. That for the above stated and other reasons, the proposed subdivision is in the best
interest of the health, safety, morals, convenience, order, prosperity and welfare of
the citizens of Garfield County;
4. That the application is in conformance with the 1978 Garfield County Zoning
Resolution, as amended;
5. That the application is in conformance with the Garfield County Subdivision
Regulations of 1984, as amended.
NOW, THEREFORE, BE IT RESOLVED by the Board of County
Commissioners of Garfield County, Colorado, that based on determination of facts set
forth above, the Preliminary Plan of the Valley View Village Planned Unit Development
be approved subject to the following conditions:
1. 04, That all representations made by the Applicant in the application, and at the
public hearing before the Planning Commission, shall be conditions of approval,
unless specifically altered by the Planning Commission.
2. At the same time the First Final Plat is submitted, the Applicant shall submit an
ty Exemption Plat for the created two tracts: 2 acres (owned by Garfield County)
and 36 acres (the subject of this approval), which was approved by the County
pursuant to Resolution No. 82-327. Upon approval by the Board, the Exemption
Plat shall be recorded at the same time as the First Final Plat.
3. The Applicant shall modify the Protective Covenants to reflect the wildlife habitat
mitigation measures recommended in the Wildlife Report dated August 18, 2002,
prepared by Kirk Beattie of Beattie Natural Resources Consulting, Inc. in the
Wildlife Report, and the recommendations of the Colorado Division of Wildlife
as follows:
A. Some details contained in the Wildlife Report ("Report") prepared by Beattie
Natural Resource Consulting, are different than those proposed in the
Covenants for the subdivision and shall be modified unless otherwise noted
below.
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B. On page 20 of the Report, garbage containers are addressed in a different
manner than is proposed in Item 5.23 of the Covenants. The CDOW supports
the language and intent in the Covenant.
C. CDOW believes that controlling dogs per Item 5.13 of the Covenants is
preferred over those measures proposed in the Report (page 20).
D. Cats shall also be included in the Covenants.
E. CDOW endorses the provisions of the Covenants to facilitate wildlife
movement in the subdivision.
F. Item 5.23 of the Covenants prohibits hunting. It will not be necessary to
indemnify CDOW as proposed in the Report (page 20).
G. CDOW agrees that the homeowners association should own and maintain the
common open space. Maintaining wildlife cover and forage in the common
open space will help to mitigate most of the negative impacts to wildlife
associated with the project. The open space corridors should also be
maintained in this manner. Proposing that individual lot owners manage the
corridors does not assure that the area will remain productive wildlife habitat.
H. Clarifying the discrepancies mentioned above and adding the CDOW
suggestions into the Valley View Subdivision Preliminary Plan will mitigate
most of the negative impacts to wildlife.
4. Prior to recording of the First Final Plat, the exchange of deeds for the 50' gas
line by Public Service Company / Xcel Energy, the County and the landowners,
shall be executed and recorded
5. Pursuant to section 4.09.01 of the Zoning Resolution, the Applicant shall begin
development within one year from the time of final approval.
6. Prior to the recording of the First Final Plat, a copy of the annexation
documentations shall be provided to the County.
7. The following geologic hazard mitigation measures shall be adhered, as well as
Plat notes and in the Protective Covenants:
The recommendations by Hepworth-Pawlak Geotechnical, Inc. ("HP
V GeoTech") outlined in the Preliminary Geotechnical Study for the Subdivision
dated September 16, 2002, [Job No. 102 526] shall be adhered. These
Preliminary Design Recommendations include provisions for foundations,
floor slabs, under -drain system, site grading, surface drainage and pavement
subgrade.
B. In addition to the drain systems for foundations recommended by HP
GeoTech, due to the presence of swelling clay soils, perimeter drains should
be installed around foundations. Perimeter drains prevent excessive ground
moisture from saturating the soils and thus reduce the overall potential for
expansion or consolidation.
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C. Due to the possible presence of radon gas in the area, testing for radon gas
shall be done when the residences and other occupied structures have been
completed, prior to the issuance of a Certificate of Occupancy.
Once the grading plan has been completed on site, the drainage report shall be
updated to account for new cross-sectional profile of the drainage. If a new
channel cross-section changes the flow velocities within the drainage, some
type of slope reinforcement may be necessary to prevent erosion along the
length of the fill slope.
Prior to the First Final Plat, the Applicant shall comply with the recommendations
of the Garfield County Road and Bridge Department, dated April 2, 2003, listed
below which are applicable at the First and applicable Final Plat. The remainder
of these recommendations shall be incorporated within the Access Permit
obtained from the Road and Bridge Depaitment:
A. The deceleration lane for the entrance to Valley View Drive from South
Battlement Parkway shall have proper signage to indicate traffic exiting
South Battlement Parkway. A stop sign shall be required at the exit from
Valley View Drive onto South Battlement Parkway.
B. On the downhill lane of South Battlement Parkway at the exit of Valley
View Drive, a sign designating the intersection shall be installed.
C. It was agreed upon during the site visit on April 10, 2003, that a deceleration
lane from Stone Quarry Road was not needed for the entrance to Valley
View Drive.
D. A stop sign shall be required at the exit from Valley View Drive onto Stone
Quarry Road. There shall be an intersection sign placed on both traffic
directions of Stone Quarry Road warning of traffic entering and exiting from
Valley View Drive.
E. The cross walk on Stone Quarry Road shall be located as agreed to on the
site visit (adjacent to Stone Quarry Road). A portion of the guardrail of
Stone Quarry Road may be removed to accommodate cross walk. There
shall be flashing lights and proper signage warning traffic traveling in both
directions on Stone Quarry Road of the cross walk. This crosswalk shall be
delineated on the First Final Plat.
F. Proper work zone signage and traffic control shall be required for all work
being performed on South Battlement Parkway and Stone Quarry Road and
of construction vehicles entering and exiting project.
G. All signage and flashing lights shall meet standards and installation
guidelines as set forth in the Manual on Uniform Traffic Control Devices.
H. Driveway access permits will be issued with provisions specific to the
permits upon final approval of the subdivision.
9. Pursuant to section 9:34 of the Subdivision Regulations, all streets / roads within
the subdivision shall be dedicated to the public, except those private drivewa s
within the multi -family lots (i.e. Angelica Circle, Jessica Lane an
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Repair and maintenance of these streets / roads shall be the responsibility of the
incorporated Homeowners Association. This shall be reflected in the Protective
Covenants.
1
4.1k 10. The project shall provide for 9 acres of Common Open Space (25% of 36 acres)
(1.---' as required pursuant to 4.07.09 of the Zoning Resolution.
11. Prior to First Final Plat, as agreed upon by the Grand Valley Fire Protection
j District, the Applicant shall address and provid written confirmation that the items
scji
outlined in High Country Engineering's letter dated May 30, 2003 have been
resolved as agreed upon.
12. Prior to the submittal of First Final Plat, the Applicant shall provide the following
t' weed management information for review and approval by the Garfield County
Weed Management Director:
A. Noxious Weeds:
i. Weed Management: The Applicant inventory list provided by the
Applicant lists the presence of Diffuse knapweed and Plumeless thistle.
These are weeds that should be treated immediately when found. Prior the
Board of County Commissioner review of Preliminary Plan, the Applicant
shall provide for noxious weed treatment and thus prevent seed production
before any earthmoving commences.
ii. Common area weed management: The Applicant shall designate weed
management responsibilities for common areas, including roadsides, open
spaces, and the asphalt bike / pedestrian trail.
iii. Covenants: It is common for vacant lots in Battlement Mesa to become
infested with Russian knapweed. Due to the number of lots, it creates a
staffing problem for the County in attempting to conduct enforcement.
The Applicant shall incorporate language in the covenants that will require
vacant lot owners to manage noxious weeds under Colorado law. The
Applicant shall provide language into the covenants that will give the
Homeowners Association the authority and responsibility to access vacant
lots with unattended county -listed noxious weeds for treatment costs.
B. Revegetation:
i. The revised Revegetation Guidelines from the Garfield County Weed
Management Plan calls for the following:
a). Plant material list.
b) Planting schedule.
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13.
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c) A map of the areas impacted by soil disturbances (outside of the
building envelopes).
d) A revegetation bond or security shall be determined at First Final
Plat and paid prior to First Final Plat submittal.
ii. Prior to First Final Plat, the Applicant shall provide a plant material list.
The Applicant shall provided detailed information with respect to Item
12(B)(i)(a-d) listed above.
iii. Prior to First Final Plat, the Applicant shall submit a map that quantifies
the area, in teiuis of acres, to be disturbed and subsequently reseeded on
road cut and utility disturbances.
iv. The security shall be held by Garfield County until vegetation has been
successfully re-established according to the Reclamation Standards in the
County Weed Management Plan. The Board of County Commissioners
will designate a member of their staff to evaluate the reclamation prior to
the release of the security.
Soil Plan:
i. The Revegetation Guidelines also request that the Applicant provide a Soil
Management Plan that includes:
a)
b)
c)
Provisions for salvaging on-site topsoil.
A timetable for eliminating topsoil and/or aggregate piles.
A plan that provides for soil cover if any disturbances or stockpiles
will sit exposed for a period of 90 days or more.
The proposed subdivision is located in the Garfield County Traffic Study Area 1.
The total impact fee payment shall be determined prior to First Final Plat. The fee
shall be calculated in accordance to section 4:94 of the Subdivision Regulations.
Fifty percent (50%) of the road impact fees shall be collected at the submission of
First Final Plat for the Subdivision. All other road impact fees will be collected at
the issuance of a building permit.
The 20' Buffer, Pedestrian, and Utility Easement, approved as part of the Planned
Unit Development, shall be delineated on the applicable Final Plat as such. The
maintenance of the easement will be the responsibility of the Valley View Village
Homeowners Association, which shall be reflected in the Protective Covenants.
In addition, the Protective Covenants will restrict any development, i.e. fences,
within this easement.
15. Prior to First Final Plat, the Applicant shall provide revised drawings, to be
�A reviewed and approved by the County Engineer, of the detention facility which
will be relocated on the east side of Valley View Circle within the PUD.
1111!!111111 111111 111111 111111 11 111E111 111111111 1111
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16. In addition to other required conditions of approval, the Applicant shall include
the following plat notes on the First and applicable Final Plats:
A. No building penults shall be issued for Lot 47 until such time this lot has been
re -subdivided in accordance with standard subdivision procedures.
B. All exterior lighting will be the minimum amount necessary and all exterior
lighting will be directed inward, towards the interior of the subdivision, except
that provisions may be made to allow for safety lighting that goes beyond the
property boundaries.
C. One (1) dog will be allowed for each residential unit and the dog shall be
required to be confined within the owner's property boundaries.
D. No open hearth solid -fuel fireplaces will be allowed anywhere within an
exemption. One (1) new solid -fuel burning stove as defied by C.R.S. 25-7-
401, et. seq., and the regulations promulgated there under, will be allowed in
any dwelling unit. All dwelling units will be allowed an unrestricted number
of natural gas burning stoves and appliances.
E. Colorado is a "Right -to -Farm" State pursuant to C.R.S. 35-3-101, et seq.
Landowners, residents and visitors must be prepared to accept the activities,
sights, sounds and smells of Garfield County's agricultural operations as a
normal and necessary aspect of living in a County with a strong rural
character and a healthy ranching sector. All must be prepared to encounter'
noises, odor, lights, mud, dust, smoke chemicals, machinery on public roads,
livestock on public roads, storage and disposal of manure, and the application
by spraying or otherwise of chemical fertilizers, soil amendments, herbicides,
and pesticides, any one or more of which may naturally occur as a part of a
legal and non -negligent agricultural operations.
F. All owners of land, whether ranch or residence, have obligations under State
law and County regulations with regard to the maintenance of fences and
irrigation ditches, controlling weeds, keeping livestock and pets under control,
using property in accordance with zoning, and other aspects of using and
maintaining property. Residents and landowners are encouraged to learn
about these rights and responsibilities and act as good neighbors and citizens
of the County. A good introductory source for such information is "A Guide
to Rural Living & Small Scale Agriculture" put out by the Colorado State
University Extension Office in Garfield County.
Dated this 31 day of , A.D. 2003.
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GARFIELD COUNTY BOARD OF
COMMISS dNE"ti S, GARFIELD
COUNTY, COLO
Cler 6f the $oard
Upon motion duly made and seconded the fo
following vote:
John Martin
Larry McCown
Tresi Houpt
STATE OF COLORADO )
)ss
County of Garfield )
, Aye
, Aye
, Aye
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. 2003
County Clerk and ex -officio Clerk of the Board of County Commissioners
PRELIMINARY CON:3TRUCTION PLAN DOCUMENTS FOR
Vi'IIY VIS ;J�`�' weir
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SITUATED IN SECTION 18, TOWN§ -HI TOWNS-HIp 7 SOUTH, RANGE 95 WEST OF THE 6TH FR F
GARFIELD COUNTY, COLORADO
BATLaM_
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PROJECT LAYOUT
SCALE: 1" = 100'
VICINITY MAP
SCALE: 1' - 2000'
SHEET INDEX
SHEET NUMBER Tm_E.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25
COVER SHEET
PLAT - SIGNATURES
PLAT - EXISTING CONDITIONS
PLAT - MAPPING
PLAT - MAPPING
PHASING PLAN
ZONING MAF'
GRADING and DRAINAGE PLAN
GRADING EARTHWORK SHEET
VALLEY VIEW DRIVE - PLAN and PROFILE w/ BURIED UTILITIES
VALLEY VIEW DRIVE - PLAN and PROFILE w/ BURIED UTILITIES
ANGELICA CIRCLE and JESSICA LANE
- PLAN and PROFILE w/ BURIED UTILITIES
BRYAN LOOP, GREGORY LANE and CLIFF VIEW CIRCLE/COURT
- PLAN and PROFILE w/ BURIED UTILITIES
CLIFF VIEW LANE and CLIFF VIEW CIRCLE
- PLAN and PROFILE w/ BURIED UTILITIES
CLIFF VIEW CIRCLE - PLAN and PROFILE w/ BURIED UTILITIES
MULTI -FAMILY PARKING AREA LAYOUTS - LOTS 26 and 46
MASTER UTILITY PLAN
MASTER UTILITY PLAN
MASTER UTILITY PLAN
ROAD CROSS SECTION DETAIL SHEET
SANITARY SEWER and MISC. DETAIL SHEET
WATER and MISC. DETAIL SHEET
STORM WATER DETAIL SHEET
MISCELLANEOUS DETAIL SHEET
LANDSCAPE PLAN
OWNER:
DARTER, LLC
786 VALLEY COURT
GRAND JUNCTION, CO 81505
tele: (970) 523-5555
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ENGINEER:
HIGH COUNTRY ENGINEERING, INC.
CONSULTING ENGINEERS AND SURVEYORS
1517 SLAKE AVENUE, STE. 101
GLENWOOD SPRINGS, CO 81601
PH.(970) 945-8676
FX.(970) 945-2555
14 INVERNESS DR. EAST, STE. D136
ENGLEW00D, CO 80112
PH.(303) 925-0544
FX.(303) 925-0547
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TILLAGE SUBDIVISION
A PARCEL OF LAND. SITUATED IN SE1/4NW1/4 SECTION 18, T.7S., R.95W, OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
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LOT '29
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0.170 ACRES*
N 8'5221' w
119.01'
\ LOT 30
7.622 SQ. FT. t
0.174 AM.N-S *
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33.72
9
058
�1O'd LOT 35
9.179, SQ. FT. t
s • 0.210 ACRE21 j-•
id UTCtTY
LAMENT
N 9918'21. 7
110.00
i
LOT 32
7,700 50. FT. 2
0.176 AGES t
\ 220.01•
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8.600 S0. FT.2
0.101 ACRES*
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90.00'
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5 5014'20- W
1.19
67.16'
N 0972'54' F
L45
60.17
5 2251'16' W
LINE TABLE
L6
N 62'4727' W
1.20
3493'
5 00'34'08' E
1.46
9597
N 670244' W
UNE
LENGTH
BEARING
L7
15.94'
35.36'
54 2708'44" W
1.21
51.40'
5 7013'14' W
147
L412
1.49
50.17'
134.00'
60,17
N 225116' E
N 6708'44' w
N 225116' E
L2
57.39'
N 0029'46' W
LB
2828'
567'51'16' W
122
98.62'
N 702318' E
5,3
26.00'
S 8915'54' W
19
20.28'
N 2201544' w
123
87.85'
5 197032' E
150
L51
134.00'
50.17
N 970644' W
N 223116' E
L4
43.14
5 220816' E
110
25.13'
5 5014'20' W
L24
75.25'
5 091554' W
\ `
L11
8559'
5 2n2'39' w
L23
91,20'
N 00'34'06' w
- ".. 5
112
139.98'
5 0079'46' E
L26
92.40'
N 8975'54' E
1.52
9038'
N 9759'44' W
\' \ `
1.13
187.22
N 271239' 0
127
69.06'
14 00 W 74'06`
153
7.20'
N 2859'50' w
" " \
�'
L14
100.25'
5 8915'54' W
L28
75.56'
N 6708'44' W
L54
80.75'
5 271239' W
Lia
51.40'
5 701314' w
L29
50,47
N 001459" w
L55
84.25'
N 6708'44' W
,, \ \
\
L16
154.71'
N 892554' E
L30
70.29'
5 895014' W
4.56
15,77
N 2208'44' W
..2445ee. .
•....
1,17
90.47
5 8915'54" W
131
68.82'
5 0019'46' E
137
74.23'
14 271739' E
\ \
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1,18
96 52'
1 00'34'06' W
L32
92 81'
5 6950'74' w
L58
5281'
N 82'4721' W
\
\
b\ \
133
103.06'
5 0019'46' E
159
103.53'
N 271239' E
\
L34
92.81'
$ 99'30'14'•W
L60
92.81'
N 624721' W
\ 4' \ \
5,j
L35
10306'
5 0079'46' E
161
103.53'
N 2712'39' E
, \ \\
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\ •\ \ \ `
L36
L37
95.97'
94.81'
N 6708'44' W
N 225118' 0
L82
L63
1.64
103.53'
9281'
103.53'
N 2712'39' E
N 524721' W
5 2712'39' W
\
L38
95.97
5 6708'44' 0
\
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`�" \\
L39
94.81'
5 2251'16' W
165
9281'
N 62'47'21' W
` \ aa s
140
134.00'
N 8700'44' W
L86
108.25'
N 2712'39' E
M ' y
\ \\ Ari\
L41
60.17'
14 225116' 0
L67
36.72'
5 42'47'21' E
,
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1142
134.00'
5 6708'44' E
1.58
9.24'
5 5014'20' W
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143
80.17'
5 225115' W
L69
41.86'
S 2712'39' W •
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95.97
N 575644' W
1.70
92.81'
N 624721' W
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L71
8082'
N 6300'70' F
L72
49 20'
5 2639'50' E
L73
17.63'
5 6708'44' E
L74
59.00'
S 2712'39' W
L75
9.24'
5 5014'20' W
7 . "
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54 005221. 7
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75.00
70.00'
577.00
05
12734'
3 9930'14 w
12730
470.00
69.07
7000'
9234'
N
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LEGEND
1203150 9:525 -MIS ISSUE
BOUNDARY LINE
0813P0500 BUILDING DNELOPE
SHEET MATCH LINE
CENTERLINE EASEMENT/R.O.W.
SECTION LINE
BUFFER 0ASEMOIT
P.O. Box e000
meant woo, co alm mow .;
PH.(970) 945-111%%70) 945-8676
FX.(303) 925-F05003) 925-0547
FX.(970) 945435P70) 945-2555
;OPEN SPACE
WRIER EASDIDD
CURVE
RADIUS
LENGTH
CURVE TABLE
BEARING
CHORD
DELTA
03
270.00'
29332'
278.90
66.591
129 30'
274225'
05
270.00'
20101r E
391045'
Ca
270.00'
07
ca
98.97
451814' g
150.02
20.57'
19 8050'07" E
134.16'
75.29'
35,1
14 7038'49' E
200.00'
300.00'
260.57
144.90'
300.00'
5319'55" E
95.14'
021
50.31'
555720*
50.23'
41.97
240.00'
116.06'
761814' E
154.93'
300.00'
145.07
73.96
14165
27'42'25'
157.99'
500.92
1 42.07
150.00'
003947" E
150.00'
700.00
11.42
06.0002- E
125,09'
77'25'49'
032
22.20'
44.92'
16 50'
337002
035
5500'
26.02'
8771000" E
47.04'
5.62'
11.17
67.89'
C39
75.00'
117.03'
451814' E
C40
1191412*
58.91'
C42
27.841
54.34'
203007' E
2515'03'
C44
25.27
14.201
125729'
14 4014817' W
77.46
6000
3014'15' W
BB 05'
54.03'
60.00'
14 3214732' 01109.82'
13271502
N 111411' w 46.72
175.00'
051
175.00'
30.07
511012' E
225.00'
44.151
0.29'
A/ 220234' w
C59
33.03'
64,92'
CSO
240.00'
564,11'
85.41'
201017" E
20.37
54 354379' E
39.92'
033
129 89'
065
52 00'
30.50
15.72'
85,00'
27.98'
21 0512105" 0
53.16'
1.33'
0512
207110' E
70.00
17,32'
11 827030" E
141247"
C72
225.00'
70.40
47,91'
114.57'
15,30'
N 324379'
31.94'
25' OAS ANO CPEN WWI
SUFFER EMEMDIT
2407-083-00-112
Battlement Mesa Realty Partners
P.O. Box 6000
Battlement 14sea, 00 81836-8000
imt
3/3/03 PACE 5
VALLEY VIEW SOHO ON
SUBDIVISION IMPROVEMENTS AGREEMENT
(Valley View Village Subdivision - Phases C and D)
THIS AGREEMENT is made and entered into this day of , 2005, by and
between DARTER, LLC ("Owner") and the BOARD OF COUNTY COMMISSIONERS OF
GARFIELD COUNTY, STATE OF COLORADO ("County").
WITNESSETH:
WHEREAS, Owner is the record title owner of certain real property located within Garfield
County, Colorado, known generally as Valley View Village Subdivision Phases C and D in
Battlement Mesa P.U.D., and legally described as Tract F and Tract G, Valley View Village
Subdivision in Battlement Mesa P.U.D. according to the plat thereof recorded with the Garfield
County Clerk and Recorder as Reception No. 643044 (hereinafter the "Subdivision" or the
"Property"); and
WHEREAS, On August 4, 2003, the Board of County Commissioners granted Preliminary
Plan approval for the Subdivision (hereinafter "Preliminary Plan Approval") pursuant to
Resolution No. 2003-67, a copy of which was recorded in the records of the Garfield County Clerk
and Recorder on September 15, 2003, in Book 1518 at Page 822 as Reception No. 636574;
WHEREAS, Owner has submitted to the County for its approval a final subdivision plat
for the Property ("Final Plat");
WHEREAS, as a condition of approval of the Final Plat and as required by the laws of the
State of Colorado, Owner and Developer wish to enter into this Subdivision Improvements
Agreement with the County; and
WHEREAS, Developer has agreed to execute and deliver a letter of credit to the County
to secure and guarantee its performance under this agreement and has agreed to certain restrictions
and conditions regarding the issuance of building permits, certificates of occupancy and sale of
properties, all as more fully set forth hereinbelow.
NOW, THEREFORE, for and in consideration of the premises and the following mutual
covenants and agreements, the parties hereby agree as follows:
1. Definitions.
The "Final Plat" means the document consisting of two sheets to be recorded with the
Garfield County Clerk and Recorder entitled "Final Plat, Valley View Village Subdivision Phases
C and D in Battlement Mesa P.U.D., a Subdivision of Tract F and Tract G, Valley View Village
Subdivision in Battlement Mesa P.U.D."
I:\2005\Clients\Grace- 1238\Agreements\SIA-Phase CD-4.wpd
December 7, 2005
1
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
"Plat Documents" means the Construction Documents for Phases C & D, Valley View
Village, P.U.D. prepared by High Country Engineering under Project No. 2021056.00, dated May
27, 2005 and also including the Final Plat.
"Phase A" means Lot 46, Tracts A, B, C, D, and E, and the public right of way for Valley
View Drive, all as depicted on the fmal subdivision plat recorded as Reception No. 643044.
"Phase B" means the property contained with the final plat recorded as Reception No.
662272.
"Phases C and D" means the Subdivision or the Property.
"Future Phases" means Lot 47 as depicted on the final subdivision plat recorded as
Reception No. 643044.
2. Final Plat Approval. The County hereby accepts and approves the Final Plat,
subject to the terms and conditions of this Agreement, the Preliminary Plan Approval and the
requirements of the Garfield County Zoning and Subdivision Regulations including without
limitation the terms and conditions of the Battlement Mesa P.U.D. as applied to the Property in
Resolution No. 82-330 and as thereafter amended. This approval authorizes construction and
development within Phases C and D as authorized in the Preliminary Plan. Development within
the Future Phases shall require subsequent approval by the Board of County Commissioners of
final subdivision plats and associated subdivision improvements agreements for such Future
Phases.
3. Owner's Performance. Owner has constructed and installed or shall cause to be
constructed and installed, at its own expense, those subdivision improvements ("Improvements")
related to Phases C and D which are required to be constructed under the Preliminary Plan
Approval, this Agreement, the Plat Documents, and all Garfield County Zoning and Subdivision
Regulations. All such improvements shall be completed on or before one year after the date of this
Agreement. Additionally, the Owner shall comply with the following:
A. Plat Documents submitted prior to or at the time of the Final Plat approval,
which are incorporated herein by reference and made a part of this
Agreement;
B. All requirements of the Preliminary Plan Approval, including all
requirements of the Garfield County Zoning Code and Garfield County
Subdivision Regulations, as they relate to the Phases C and D of the
Subdivision;
C. All laws, regulations, orders and resolutions of the County and all affected
special districts;
I:\2005\Clients\Grace- 1238\Agreements\SIA-Phase CD-4.wpd
December 7, 2005
2
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
D. All designs, maps, specifications, sketches, and other materials submitted
to and approved by any of the above -stated governmental entities;
E. The Improvements to be constructed by the Owner shall include without
limitation the following, all of which are depicted on the Plat Documents:
(1) potable water supply and distribution systems for the Valley View
Village Subdivision, Phases C and D;
(2) internal roads as depicted on the Final Plat; drainage features and
utility structures;
(3)
sanitary sewer facilities;
(4) landscaping, drainage improvements, and utilities as depicted in the
Plat Documents.
The County agrees that if all Improvements are installed in accordance with this
Agreement, the Plat Documents, and the record drawings to be submitted upon completion of the
Improvements, the requirements of the Garfield County Zoning Code, all other requirements of
this Agreement and the requirements of the Preliminary Plan Approval, then the Owner shall be
deemed to have satisfied all terms and conditions of the Zoning and Subdivision Regulations of
Garfield County, Colorado with respect to the installation of the Improvements.
4. Security for Improvements.
A. Letter of Credit. On or before the date of the recording of the Final Plat with
the Garfield County Clerk and Recorder, the Developer shall deliver an irrevocable Letter of
Credit in a form acceptable to the County or such other form of security as may be deemed
acceptable to the County in the amount of $584,279.30, representing the full estimated cost of
completing the Improvements, including a sufficient contingency, minus $69,000, the cost of
Improvements already completed as of the date of execution of this Agreement, i.e. $515,279.30,
as set forth and certified by Owner's certified engineer on Exhibits A and B attached hereto and
incorporated herein by this reference, minus security for revegetation ($6,000.00), which shall be
secured by a separate letter of credit in accordance with paragraph 4(c) below. The Letter of
Credit required by this Agreement shall be issued by a state or national banking institution
acceptable to the County. If the institution issuing the Letter of Credit is not licensed in the State
of Colorado and transacting business in the State of Colorado, the Letter of Credit shall be
"confirmed" within the meaning of C.R.S. § 4-5-107 by a bank that is licensed to do business in
the State of Colorado, that is transacting business in the State of Colorado, and that is acceptable
to the County. The Letter of Credit must be valid for a minimum of six (6) months beyond the
completion date for the improvements set forth herein. If the time for completion of improvements
is extended through the execution of a written amendment to this Agreement, the time period for
I:\2005\Clients\Grace-1238\Agreements\SIA-Phase CD-4.wpd
December 7, 2005
3
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
the validity of the Letter of Credit shall be similarly extended. Additionally, should the Letter of
Credit become void or unenforceable for any reason, including the bankruptcy ofthe Owner or the
financial institution issuing or confirming the Letter of Credit, prior to acceptance of the
Improvements, then the approval of the Final Plat shall be deemed null and void and this
Agreement shall become void and of no force and effect and the Final Plat shall be vacated
pursuant to the terms of this Agreement.
B. Partial Releases of Security. The County shall release portions ofthe Letter
of Credit as portions of the Improvements are completed to the satisfaction of the County.
Certification of completion adequate to authorize release of security must be submitted by a
licensed or registered engineer. Such certification authorizing release of security shall certify that
the Improvements have been constructed in accordance with the requirements of this Agreement,
including all the Plat Documents, and shall be stamped upon record drawings by said professional
engineer where applicable. Owner may also request release for a portion of the security upon
proof (i) that Owner has a valid contract with a public utility company regulated by the Colorado
PUC that obligates such utility company to install certain utility lines and (ii) that Owner has paid
to such utility company the cost of installation of such utilities required to be paid by Owner under
such contract.
Upon submission of a certification of completion of Improvements by Owner, the County
may inspect and review the Improvements certified as complete to determine whether or not said
improvements have been constructed in compliance with the relevant specifications. If the County
determines that all or a portion of the Improvements certified as complete are not in compliance
with the relevant specifications, the County shall within fifteen (15) days of the County's receipt
of the certification of completion furnish a letter of potential deficiencies to the Owner specifying
which Improvements are potentially deficient. If no letter of potential deficiency is furnished
within said fifteen (15) day period, all Improvements certified as complete shall be deemed
accepted, and the County shall release the appropriate amount of security as it relates to the
Improvements which were certified as complete. If a letter of potential deficiencies is issued
identifying only a portion of the Improvements as potentially deficient, then all Improvements
certified as complete not identified as potentially deficient in the letter shall be deemed accepted,
and the County shall release the amount of security corresponding to such accepted Improvements.
The County shall have thirty (30) days from the date of any letter of potential deficiencies
to complete its investigation and provide written confirmation of the deficiency to the Owner. If
no such written confirmation is provided to Owner within said thirty (30) day period, or if upon
such investigation the County finds that the Improvements are acceptable, then appropriate security
shall be released to the Owner within ten (10) days after completion of the thirty (30) day period
of investigation. In the event that the Improvements are found deficient and not accepted by the
County, then the Board of Commissioners shall make a written finding prior to requesting payment
from the Letter of Credit. Additionally, the County shall provide the Owner a reasonable period
of time to cure any deficiency prior to requesting payment from the Letter of Credit.
I:\2005\Clients\Grace- 1238\Agreements\SIA-Phase CD-4.wpd
December 7, 2005
4
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
C. Security for Revegetation. Revegetation of all areas disturbed during
construction of the Improvements shall be accomplished in accordance with the Preliminary Plan
Approval and shall be secured by a letter of credit or other security acceptable to the County in the
amount of $6,000 from Owner to the County. The County may hold the security for a two-year
period of time following recording of the Final Plat in order to verify the success of revegetation
efforts. Certifications and release of security for revegetation upon expiration of said two-year
period shall be in substantial accordance with the procedures outlined above in the section entitled
Partial Releases of Security, with a certification of completion submitted by the Owner and the
release of security approved by Garfield County vegetation manager.
D. Substitution of Letter of Credit. The County may, at its sole option, permit
the Developer to substitute collateral other than a Letter of Credit in such form as may be
acceptable to the County for the purpose of securing the completion of the Improvements
hereinabove provided.
E. Recording of Final Plat. No Final Plat shall be recorded pursuant to this
Agreement until the Letters of Credit described in this Agreement has been received and approved
by the County.
5. Water and Sewer Utilities. Prior to the issuance by the County of Certificates of
Occupancy for any homes located and constructed within Phases C and D of the Subdivision,
Owner shall construct, install, and connect the water and sewer improvements required by the
Preliminary Plan Approval according to the plans and specifications approved by the Battlement
Mesa Metropolitan District and provide proof to the County that such water and sewer
improvements have been accepted by the District. Owner shall execute and provide to the District
any documents of conveyance for easements and personal property that may be required by the
Preliminary Plan and by the District as a condition of its acceptance of such improvements to
provide water and sewer service to the Property.
6. Roads. All roads within the Subdivision shall be dedicated to the public as public
rights of way at the time of recording of the Final Plat depicting such roads, except for Bryan
Loop, which shall remain a private road but with dedicated public easements for utilities and
emergency ingress and egress. Bryan Loop shall be conveyed to the Valley View Village
Homeowners' Association at the time of the recording of the Final Plat. All roads within the
Subdivision shall be maintained by the Valley View Village Homeowners' Association or an
incorporated multifamily sub -association thereof. The County shall not be obligated to maintain
any roads within the Subdivision.
7. Traffic Impact Fees. Traffic impact fees in the amount of $875.05 have been paid
upon execution of this Agreement as required by the Preliminary Plan Approval. Additional traffic
impact fees in the amount of $23.65 per lot or residential unit shall be paid at the time of
application for a building permit for such lot or unit.
I:\2005\Clients\Grace- 1238\Agreements\SIA-Phase CD-4.wpd 5
December 7, 2005
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
8. Open Space. All of Valley View Village, including Phase A, Phase B and Future
Phases, shall include not less than 9 acres of Common Open Space (25% of the total acreage).
Pursuant to the subdivision improvements agreement for Phase B, Owner has a credit of 1.591
acres of open space from Phases A and B to apply to Phases C, D, and the Future Phases. Phases
C and D comprise a total of 7.007 acres. Thus, the total open space requirement for Phases C and
D is 1.752 acres. Phases C and D include open space equal to 0.213 acres in Tract I, 0.132 acres
in Tract J, and 0.454 acres in the open space buffer areas which count as additional open space,
for a total of 0.799 acres. This amount, plus the credit of 1.591 acres, satisfies the open space
requirements for Phases C and D and leaves a credit of 0.638 acres for the Future Phases.
9. Indemnity. To the extent allowed by law, the Owner agrees to indemnify and hold
the County harmless and defend the County from all claims that may arise as a result of the
Owner's installation of the Improvements required by this Agreement. However, Owner does not
indemnify the County for claims made asserting that the standards imposed by the County
provided are improper or the cause of the injury asserted.
The County shall notify the Owner of receipt of any notice of claim, or a notice of intent
to sue and shall afford the Owner the option of defending any such claim or action. Failure to
notify and provide such written option to the Owner within fifteen (15) days of any such notice
shall extinguish the County's rights under this paragraph. Nothing herein shall be interpreted to
require Owner to indemnify the County from any claims arising from the intentional or negligent
acts or omissions of the County, its agents or employees.
10. Sale of Lots. No tracts, lots or parcels within the Subdivision shall be conveyed
prior to recording of a Final Plat depicting such tract, lot or parcel in the records of the Garfield
County Clerk and Recorder.
11. Multifamily Platting Process. Under the Preliminary Plan, the County previously
authorized the resubdivision of the lots shown on the preliminary plan as Lots 23, 24, 25, and 26
into a total of 24 multi -family units. The lots shown on the Preliminary Plan as Lots 23-25 have
been combined into a single lot shown as Lot 23 on the Final Plat, and Lot 26 as shown on the
Preliminary Plan is now Lot 24 on the Final Plat. The total acreage and density within these lots
remains the same (24 multi -family units), although the Owner has elected to construct all of the
units in four-plex buildings instead ofa combination of duplexes and six-plexes. The County finds
that this modification is not a substantial change to the Preliminary Plan, and it is therefore
approved.
Before any individual dwelling unit in such multifamily buildings may be conveyed into
separate ownership, Owner shall submit amended final plats depicting the actual ownership
boundaries of each unit within each building. Such plats shall be based upon as -built surveys of
the foundations of the buildings if the unit boundaries are defined in reference to party walls or,
if applicable, based upon airspace surveys of the units after construction has been substantially
completed if the boundaries are defined by airspace. No individual dwelling unit within any
I:\2005\Clients\Grace- 1238\Agreements\SIA-Phase CD-4.wpd
December 7, 2005
6
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
multifamily building shall be conveyed into separate ownership until the multifamily plat depicting
such unit, as well as the declaration of covenants, conditions and restrictions defining the rights
and duties associated with the ownership of each unit, have been approved by the County and
recorded in the Office of the Garfield County Clerk and Recorder. The multifamily plats shall be
processed by the County in accordance with this Agreement and the procedures and requirements
of Section 5:00 of the County Subdivision Regulations.
12. Enforcement. In addition to any rights which may be provided by Colorado statute,
it is mutually agreed that the County or any purchaser of a tract, lot or parcel within the
Subdivision have the authority to bring an action the District Court of Garfield County, Colorado,
to compel enforcement of this Agreement.
13. Issuance of Building Permit. As one remedy for breach of this Agreement, the
County may withhold issuance of building permits for any structure with the subdivision. The
parties agree that no building permit shall be issued unless the Owner demonstrates to the
satisfaction of the Grand Valley Fire Protection District ("District") that there is adequate water
available to the construction site for the District's purposes and all applicable District fees have
been paid to the District. Further, the parties agree that no certificate of occupancy shall be issued
for any building or structure within the Final Plat unless the Owner demonstrates to the satisfaction
of the Garfield County Department of Building and Planning that all Improvements, including all
appropriate water facilities, have been completed and are operational in accordance with this
Agreement. Owner agrees to provide all initial lot purchasers with a notice in the form attached
as Exhibit C at or before the closing of the first sale of such lots.
14. Consent to Vacate Plat. In the event Owner fails to comply with the terms of this
Agreement, including the terms of the Preliminary Plan Approval, the County shall have the ability
to vacate any portions of the Final Plat as it pertains to lots for which no building permits have been
issued. Any existing lots for which building permits have been issued shall not be vacated and the
plat as to those lots shall remain valid. Owner shall provide a survey and complete legal description
with a map showing the location of a portion of the plat so vacated.
15. Binding Effect. This Agreement shall be a covenant running with the title to each
lot within the Final Plat, and the rights and obligations as contained herein shall be binding upon
and inure to the benefit of the Owner, its successors, and assigns, including without limitation
Developer.
16. Recording. Upon execution and authorization by the County, the Owner shall
record this Agreement in the Office of the Garfield County Clerk and Recorder.
17. Venue and Jurisdiction. This Agreement shall be governed by and construed
pursuant to the laws of the State of Colorado. In the event of any suit arising out of or relating to
this Agreement, exclusive venue and jurisdiction shall lie in the District Court of Garfield County,
Colorado.
l:\2005\Clients\Grace-1238\Agreements\SIA-Phase CD-4.wpd
December 7, 2005
7
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
18. Amendment. This agreement may be amended from time to time only in writing
and signed by all parties hereto.
19. Notice. All notices required by this Agreement shall be tendered by personal
service or certified mail, return receipt requested, upon the following individuals or agents of the
parties to this agreement:
To the County:
To Owner:
with a copy to:
Board of County Commissioners
Of Garfield County
c/o Mark Bean, Planning Director
109 8th Street, Suite 303
Glenwood Springs, CO 81601
Terry Lawrence
Darter, LLC
786 Valley Court
Grand Junction, CO 81505
David H. McConaughy
Leavenworth & Karp, P.C.
P.O. Drawer 2030
Glenwood Springs, CO 81602
Fax 970-945-7336
WHEREFORE, the parties have executed this agreement effective as of the day and year
first written above.
BOARD OF COUNTY COMMISSIONERS
OF GARFIELD COUNTY
By:
John Martin, Chairman
ATTEST:
Clerk to Board
I:\2005\Clients\Grace- 1238\Agreements\SIA-Phase CD-4.wpd O
December 7, 2005 8
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
STATE OF COLORADO )
COUNTY OF GARFIELD )
ss.
Subscribed and sworn to before me this
President of Darter, LLC.
(SEAL)
My commission expires:
I:\2005\Clients\Grace-I 238\Agreements\SIA-Phase CD-4.wpd
December 7, 2005
DARTER, LLC
By:
Terry Lawrence, President
day of , 2005 by Terry Lawrence as
Notary Public
9
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
02/21/2007 14:45 9702538020
•
115 RANK
PAGE 02
IRREVOCABLE STANDBY LETTER OF CREDIT
Reference #: 863
Date of Issue: January 19, 2006
Beneficiary: Board of County Commissioner,. r Garfield County ("Beneficiary" or "BOCC")
10$ E. 81b Street, Suite 213
Glenwood Springs, CO 81601
ACCOUNT PARTY: Grace Homes Construction, Inc and Darner, LLC
We hereby open an. Irrevocable Standby Letter of Credit No, $63 , for the account of
Grace Hones Construction and Darter, LLC which is available for payment against Beneficiary
Draft(s) at sight, drawn on WestStar Bank, in favor of the above identified beneficiary far any
sum or sums not exceeding a total of $6,000.00 (Six Thousand dollars and 00/100).
Partial draws on this Letter of Credit ate permitted.
Scope of Work: Vegetation
This letter of credit expires at WestStar Bank, at 5:Q0 p.m. Mountain Standard Time
on January 19 , 200 8 . This letter of credit is for an agate
total of U.S. Dollars $ Six Thousand Dollars and 00/100 Cents in U S.Dao ar t nnot to exceed a
Draft submitted must be accompanied by the following documents:
1 • Beneficiary's signed statement executed by the Chairman of the BOCC or their
authorized designee stating:
a. HgSes C UC 0
developer of -�'� Darter LLC
p _Kelley View Village Subdivision
[P.U.D.] is indefault of its obligations set forth in that certain subdivision
improvements agreezneat between Grace �Iotnea Cor�ntctio.n c. and
Darter, LLC and the BOCC, dated
and recorded as Reception Number in Book
at Page of the Real Estate Records of the office of the
Garfield County Clerk and Recorder,
2. 'The original letter of credit for endorsement.
Drafts must be marked under: Drawn tinder West$ ar
Bank,
Page 1 of 2
02/21/2007 14:45 9702635020
I_I; BANK
PAGE 03
•
Irrevocable Standby Letter of Credit Number 863
This letter of credit must be returned to us for cancellation with a statement signed by the
Beneficiary stating: "This Letter of Credit" is no longer required by the BOCC and is hereby
returned to the issuing bank for cancellation"
We hereby agree to honor each draft drawn in compliance with the terms of this letter of
credit if presented, together with the documents above specified, to
WestStar Bank, 2448 F Road Grand Junction, Colorado 81505 on or before the date of expiration
identified above,
The BOCC shall authorize periodic reductions in the face amount of this Letter of Credit
so that the revised face amount shall be evidenced by a separate Reduction Certificate, approved
and executed by the BOCC or their authorized representative.
This letter of credit is issued subject to the uniform customs' and practices of documentary
credit (1993 Revision), International Chamber of Commerce Publication Number 500 and the
Uniform Commercial Code at Section 4.1.101 et seq., C.R.S., as amended.
WestStar Bank
By , ,-
Name Richard K, Broyvi2
Title Retzoxai Prejidettt
Page 2 of 2
02/21/2007 14:45
Reference #:
Date of issue;
9702538020
•
II; BANK
IRREVOCABLE STANDBY LETTER
861
January 10, 2006
pate Received:
• Fort #: /y'
Loan It:
File Name:
File Tab: Le
Initials;
OF CREDTI'
FADE 04
Beneficiary; Board of County Commissioners of Garfield County ("Beneficiary" or "BOCC")
108 E, ate Street, Suite 213
Glenwood Springs, CO 81601
ACCOUNT PARTY; Grace Homes Construction, Inc and Darter, LLC
We hereby open an Irrevocable Standby Letter of. Credit 1`(o, $61 , for the account of
Grace Homes Construction and Darter, LLC which is available for payment against Beneficiary
Draft(s) at sight, drawn on WestStar Bank, in favor of the above identified beneficiary far any
such or sums not exceeding a total of $515,279.30 (Five Hundred Fifteen Thousand Two
Hundred Seventy Nine dollars and 30/100),
Partial draws ort this Letter of Credit are permitted.
'This letter of credit expires at est$tar Bank, at 5:00 nim Mattntain Standard Tirrie
ori January 0 200 ?
total of U.S. Dollars $ Five Hundred F (keen Thousand, Twp Hundred �Sevcnty Nide
. This letter of credit is far an aggregate amount not to exceed a
Dollars and 30/100 Cants in U.S. Dollars.
Draft submitted must be accompanied by the following documents:
Beneficiary's signed statement executed by the Chairman of the $OCC or their
1.
authorized designee stating:
a- Grace limes Co ction Inc. and D r+er.
, developer ofle ew 71a a Subdivisi
on
[P.U.D.} is in default of its obligations set forth in that certain subdivision
improvements agreement between Ciace Homes Construction Inc. and
Dartj,J,LC and the BOCC, dated
and recorded as Reception Number in Book
at Page of the Real Estate Records of the office of the
Garfield County Clerk and Recorder.
2. The original letter of credit for endorsement.
Drafts must be marked under: Drawn under WestStar`
_Bank,
Page 1 of 2
02121/2007 14:46 9702638020
lmmlIMMEmk
s
I_IS BANK
Irrevocable Standby Letter of Credit Num her $g!
This letter of credit must be retut'nod to us for cancellation with a statement signed by the
Beneficiary stating: "This Letter of Cr+:dit" is no longer required by the BOCC and is hereby
returned to the issuing bank for cancellc.tion."
We hereby agree to honor eact, !raft drawn in compliance with the terms of this letter of
credit if presented, together with the documents above specified, to
WestStar .Bank, 2448 F Road Grand Junction, Colorado 81505 on or before the date of expiration
identified above.
The BOCC shall authorize periodic reductions in.the face amount of this Letter of Credit
so that the revised face amount shall be evidenced by a separate Reduction Certificate, approved
and executed by the BOCC or their authorized representative.
This letter of credit is issued subject to the uniform customs and practices of documentary
credit (1993 Revision), International Chamber of Commerce Publication Number 500 and the.
Uniform Commercial Code at Section 4.1.101 et seq., C.R.S., as amended.
est tar
13y
Name Rich IC. Brown
Title Regional$resident
Bank
Page 2 of 2
PAGE 05
ACKNOWLEDGMENT OF PARTIAL SATISFACTION
SUBDIVISION IMPROVEMENTS AGREEMENT
KNOW ALL MEN BY THESE PRESENT that:
See
WHEREAS, Darter, LLC (hereinafter "Owner") entered into a Subdivision Improvements
Agreement (SIA) with the Board of. County Commissioners of Garfield County, Colorado
(hereinafter "Board"), recorded in Book 1754 at Page 986 as Reception No. 688326 of the Garfield
County records on December 14, 2005, for the improvements of Phases C & D of Valley View
Village Subdivision; and
WHEREAS, an irrevocable Letter of Credit was delivered to the County in the amount of
$515,279.30 in order to secure the subdivision improvements to be constructed by the Owner as
required in the SIA; and
WHEREAS, the obligations of the Owner have been partially satisfied, as verified in the
attached statement from Chris Hale, Mountain Cross Engineering, Inc dated January 3, 2007, that
certain work has been completed consistent with improvements described in the Subdivision
Improvements Agreement.
NOW THEREFORE, at the request of the Owner and in consideration of the premises and
prior agreements, the Board hereby acknowledges the partial satisfaction of the Subdivision
Improvements Agreement entered into by Owner and the Board for the ninth release of security in
the amount of $60,070.55 for work completed consistent with improvements described in the
Subdivision Improvements Agreement leaving a balance in the irrevocable Letter of Credit of
$25,320.75.
STATE OF COLORADO
)ss
COUNTY OF GARFIELD )
By:
Chairman
The foregoing instrument was acknowledged before me this 15`" day of January, 2007, by
John Martin, as Chairman of the Board of County Commissioners of Garfield County, Colorado.
WITNESS my hand and official seal.
My commission expires
Garfield County Clerk
January 3, 2007
RECEIVED
JAN 0 9 2007
GAF FIELD COUNTY
BUILDING & PLANNING
Mr. Fred Jarman
Garfield County Planning
108 8th Street, Suite 401
Glenwood Springs, CO 81601
MOUNTAIN CROSS
ENGINEERING, INC.
CIVIL AND ENVIRONMENTAL CONSULTING AND DESIGN
RE: Security Reduction No. 9 for Valley View Village, Phases C and D
Dear Fred:
It is the purpose of this correspondence to inform you that the work is substantially complete for
Valley View Village, Phase C and D. Only the following items remain and are scheduled to be
completed in the spring of 2007:
• Drill Seed and Hydromulch: $6,000.00
• 2" Asphalt Offstreet Parking: $3,115.00
• Street Light Poles: $15,000.00
The remaining items to be completed total $24,115.00 in estimated construction costs. If a 5%
contingency is retained on the costs of the above items, the total would be $25,320.75.
In the professional opinion of Chris Hale, as a professional engineer licensed in the State of
Colorado, #35964, and a representative of Mountain Cross Engineering, Inc, the total amount of
security could be reduced to the above total amount.
The previous security, less previous reductions should be $85,391.30. This amount less $25,320.75
would reduce the total security amount by $60,070.55, leaving the total amount of security at
$25,320.75.
Feel free to call if any of the above needs clarification or if you have any questions or comments.
Sincerely, "
Mountain Cross 1yyyLngineeOng, Inc.
Ehris Hale, PE v
Attachments
C: Mr. Chad Hensley, Grace Homes
Mr. David McConaughy, Garfield & Hecht
826 1/2 Grand Avenue • Glenwood Springs, CO 81601
PH: 970.945.5544 • FAX: 970.945.5558 • www.mountaincross-eng.com
Valley View Village
Phases C and D
OPINION OF PROBABLE COST for
Security Reduction
January 3, 2007
Description
Quantity
Units
Price
Cost
Percent
Complete
Remaining
Cost
Grading and Earthwork
Mobilization
1
LS
20,000.00
$ 20,000.00
100%
$ -
Earthwork
1
LS
70,000.00
$ 70,000.00
100%
$ -
Topsoil Stripping and Stockpile
1
LS
10,000.00
$ 10,000.00
100%
$ -
Drill Seed and Hydromulch
1
LS
6,000.00
$ 6,000.00
0%
$ 6,000.00
Erosion and Sediment Control
1
LS
5,000.00
$ 5,000.00
100%
$ -
NPDES Permitting
1
LS
1,500.00
$ 1,500.00
100%
$ -
Traffic Control
1
LS
1,000.00
$ 1,000.00
100%
$ -
3" Asphalt
4407
SY
10.50
$ 46,273.50
100%
$ -
2" Asphalt Offstreet Parking
356
SY
8.75
$ 3,115.00
0%
$ 3,115.00
9" Class 6 ABC
1590
CY
38.00
$ 60,420.00
100%
$ -
2'-6" Mountable C&Gutter and 4' Sidewalk
1822
LF
28.00
$ 51,016.00
100%
$ -
2'-6" Mountable Curb & Gutter
911
LF
16.00
$ 14,576.00
100%
$ -
Concrete Cross Pan with Aprons
1035
SF
5.00
$ 5,175.00
100%
$ -
Handicap Ramp
7
EA
1,100.00
$ 7,700.00
100%
$ -
Class I Ground Sign
3
EA
200.00
$ 600.00
100%
$ -
Subtotal =
$ 302,375.50
$ 9,115.00
Potable Water
8" C900 Water Line
1296
LF
22.00
$ 28,512.00
100%
$ -.
8" Gate Valves
8
EA
1,120.00
$ 8,960.00
100%
$ -
6" C900 Water Line
40
LF
20.00
$ 800.00
100%
$ -
3/4" Water Service
35
EA
900.00
$ 31,500.00
100%
$ -
Fire Hydrants
4
EA
3,900.00
$ 15,600.00
100%
$ -
Connect to Existing Water Stub
3
EA
1,150.00
$ 3,450.00
100%
$ -
Subtotal =
$ 88,822.00
$ -
Sanitary Sewer
8" SDR 35 Sewer Line
1254
LF
28.00
$ 35,112.00
100%
$ -
Sewer Manhole
10
EA
2,600.00
$ 26,000.00
100%
$ -
Connect to Existing Stub
1
EA
1,150.00
$ 1,150.00
100%
$ -
4" Sewer Service
36
EA
700.00
$ 25,200.00
100%
$ -
Subtotal =
$ 87,462.00
$ -
Miscellaneous Construction
4' Shallow Utility Trench
1357
LF
6.00
$ 8,142.00
100%
$ -
4" Electric Conduit Installation
1357
LF
1.50
$ 2,035.50
100%
$ -
4" Telephone Conduit
1357
LF
3.00
$ 4,071.00
100%
$ -
2' Shallow Utility Trench
554
LF
3.50
$ 1,939.00
100%
$ -
Transformer Vault Excavation
6
EA
250.00
$ 1,500.00
100%
$ -
4" Conduit Sleeving @ Roadway Intersection
227
LF
4.00
$ 908.00
100%
$ -
6" Conduit Sleeving @ Roadway Intersection
227
LF
4.00
$ 908.00
100%
$ -
Demolition
1
LS
2,000.00
$ 2,000.00
100%
$ -
Street Light Pole
10
EA
1,500.00
$ 15,000.00
0%
$ 15,000.00
Survey
1
LS
16,000.00
$ 16,000.00
100.00%
$ -
Subtotal =
$ 52,503.50
$ 15,000.00
Subtotal =
$ 531,163.00
$ 24,115.00
5% Contingency
$ 26,558.15
95.46%
$ 1,205.75
2 1/2% Construction Testing
$ 13,279.08
100%
$ -
2 1/2% Bonding
$ 13,279.08
100%
$ -
Total =
584,279.30
$ 25,320.75
1. Costs are based on the Engineer's Estimated Construction Costs Prepared by High Country Engineering, Inc. on 12/07/05 (attached for reference).
2. Mountain Cross Engineering, Inc. has no control over the cost of labor, materials, equipment, services furnished by others, or market conditions
therefore does not guarantee that proposals, bids, or actual construction cost will not vary from the above opinion of cost.
28 Rmv Exst 2" Blowoff wt Vlv
29 8" C900 PVC Water Main
30 2" Blowoff Assembly
31 8" Gateway Valve
32 8" Tea
33 8" MJ 22.5 Degree Bend
34 8" MJ 45 Degree bend
35 8" MJ 90 Degree Bend
36 Standard F Bury Fire Hyd Assy
37 3/4" Water Services
38 MISCELLANEOUS
39 Utility Trenching & Backfill
40 4" Conduit Sleeving @ Roadway
41 4" Electrical Conduit
42 4" Telephone Conduit
43 Transformer Vault Exc & Bckf1
44 6" C900 PVC Wtr Main
45 6" Gate Valve
46 6" MJ 22,5 Degree Bend
47 6" MJ 45 Degree Bend
48 8" x 6" MJ Reducer
CO 01 Fix Manhole Swr Stub/Patch St
CO 02 Addl Trenching & SIv$ PO 952-1
CO 03 Addtl Overiot Grading PO 952-2
CO 05 Construct Rock Walls
Dec -OI -06 06:46am From -MAYS CONCRETE INC.
9702452661
T-412 P.02/04 F-113
item
Description
Units
Contracted
Unit of
measure
Unit
Price
Total Unita
in Place
Units in
Place this
Period
Current
Billing
2.00 EA 400.00 2.00
890,00 LF 26.00 890.00
1.00 EA 1,000.00
8.00 EA 1,120.00 7.00
3.00 EA 450.00 3.00
4.00 EA 305.00 4.00
2.00 EA 305.00 2.00
EA 305.00
4.00 EA 3,325.00 4.00
35.00 EA 870.00 35.00
2,185.00 1..F 8.00 2,185.00
600.00 LF 3.50 600.00
2,185.00 LF 2.00 2,185.00
2,185.00 LF 4,00
7.00 EA 350.00 7.00
475.00 LF 22.00 475.00
2.00 EA 750.00 2.00
2.00 EA 250.00 2.00
3.00 SA 250.00 3.00
1.00 EA 250.00 1,00
1.00 LS 6,600.00 1.00
1,00 LS 4,640,00 1.00
1.00 LS 35,000.00 1.00
10,214 50 SF 3.00 10,214.50
0.25 1.650.00
2,886.00
Total
Amount due this Invoice
Contract Summar/
Original contract amount
Approved changes
Revised contract amount
Invoiced to date
Remaining to invoice
Percent billed
Retainage balance
Darter, LLC
153652Nalley View Village Phs C & 0
Invoice Sub -total
Retainage Held
556,621.00
76 203.50
632, 824.50
612 074.50
20,750.00
96.72 %
30,362.48
2,886.00
-144.30
$2,741.70
invoice ID: 8854
Date: 11/30/06
Page 2 of 2
Dec -01-06 06:46am From -MAYS CONCRETE INC,
Darter, LLC
786 Valley Ct.
Grand Junction, CO 61505
CONTRACT ID: 153652
Valley View Village Phs C & D
LOCATION: Battlement Mesa, CO
PO #952
9702452661
T-412 P.01
F-113
CONT R A C T O R
2399 River Road
PO. BOX 4150
Grand Junction, Colorado 81502
(970) 243.5669 • Fax (970) 245-2661
INVOICE ID: 8854
DRAW ID: 15365200022
DATE: November 30,2006
CUSTOMER ID: DA10004
Item
Description
Units
Contracted
Unit of
measure
Unit
Price
Total Units
in Place
Units in
place this
Period
Current
Billing
01 ROADWORK
02 Mobilization
03 Earthwork
04 Boulder Splitting
05 Construct Retaining Walls
06 Riprap Chill to Detention Pond
07 Item Deleted
08 -Erosion & Sediment Control
09 3' Asphalt Paving for Streets
10 Asphalt Parking Areas
11 Adjust Manhole Rings to Final
12 Adjust Wtr Valve Boxes to Fnl
13 Cl 6 Agg Base Course
14 6'•6" Mono Driveover C&G, SW
15 30" Driveover Curb & Gutter
16 Combo Fillets, Crosspan$, ADA
17 4' Wide Concrete Scupper
18 CI 1 Ground Sign (St. & Stop)
19 Traffic Control
20 SEWER
21 Connect to Existing Stub
22 8" SDR 35 PVC Sewer Main
23 8" SDR 35 PVC Swr Main Stub
24 Concrete Sewer Encasement
25 Standard 48" Manhole
26 4" SDR 35 PVC Sewer Services
27 Rmv Exst Gate Valve & Stub
1.00 LS 33.000.00 1.00
1.00 LS 100,000.00 1,00
12.00 EA 275.00 6.00
8,800,00 SF 3.00 8,600.00
1.00 LS 1,825.00 1.00
SY 7.00
1.00 LS 6,500.00 1,00
4,600.00 SY 10.00 4,600.00
3,200.00 SF 2.00
10.00 EA 480-00 10.00
12.00 EA 200.00 12.00
1,525.00 CY 33.00 1,525.00
1,795.00 LF 22.00 1,795.00
825.00 LF 15.00 825.00
1,650.00 SF 5.00 1,650.00
1.00 EA 1,500.00 i.00
3.00 EA 412,00 3.00 3.00 1,238.00
1.00 LS 600.00 1.00
2.00 EA 630.00 1.00
1,214,00 LF 30.00 1,214.00
40.00 LF 30.00 51.00
20.00 LF 52.00
10.00 EA 2,010.00 10.00
35,00 EA 560.00 35.00
1.00 EA 500.00
TERMS: Net due upon receipt of invoice. Finance Charge; Interest at the rate 01 2% per month (24% annually)
will be charged on all accOUnts 30 days past due, together with any costs of collection, including reasonable
attorneys lees, incurred in collecting the amounts due and owing.
Thank You
ACKNOWLEDGMENT OF PARTIAL SATISFACTION
SUBDIVISION IMPROVEMENTS AGREEMENT
KNOW ALL MEN BY THESE PRESENT that:
WHEREAS, Darter, LLC (hereinafter "Owner") entered into a Subdivision Improvements
Agreement (SIA) with the Board of County Commissioners of Garfield County, Colorado
(hereinafter "Board"), recorded in Book 1754 at Page 986 as Reception No. 688326 of the Garfield
County records on December 14, 2005, for the improvements of Phases C & D of Valley View
Village Subdivision; and
WHEREAS, an irrevocable Letter of Credit was delivered to the County in the amount of
$515,279.30 in order to secure the subdivision improvements to be constructed by the Owner as
required in the SIA; and
WHEREAS, the obligations of the Owner have been partially satisfied, as verified in the
attached statement from Chris Hale, Mountain Cross Engineering, Inc dated April 20, 2006, that
work has been completed consistent with improvements described in the Subdivision Improvements
Agreement.
NOW THEREFORE, at the request of the Owner and in consideration of the premises and
prior agreements, the Board hereby acknowledges the partial satisfaction of the Subdivision
Improvements Agreement entered into by Owner and the Board for the first release of security in the
amount of $4190.00 for work completed consistent with improvements described in the Subdivision
Improvements Agreement leaving a balance in the irrevocable Letter of Credit of $492,089.30.
STATE OF COLORADO )
COUNTY OF GARFIELD .)
)ss
By:
Chairman
The foregoing instrument was acknowledged before me this 8t' day of May, 2006, by John
Martin, as Chairman of the Board of County Commissioners of Garfield County, Colorado.
WITNESS my hand and official seal.
My commission expires
Garfield County Clerk
April 20, 2006
REEF,
APR 2 0 2006
G fA•R F I E...l.,i ... I E:, TY t �
r
Mr. Fred Jarman Bdii..G�i°W'J � P LAr'. ;s.°'sem
Garfield County Planning
108 8th Street, Suite 401
Glenwood Springs, CO 81601
MOUNTAIN CROSS
ENGINEERING, INC.
CIVIL AND ENVIRONMENTAL CONSULTING AND DESIGN
RE: Security Reduction No. 3 for Valley View Village, Phases C and D
Dear Fred:
It is the purpose of this correspondence to confirm the work performed to date by Mays Concrete and
SurvCo on Valley View Village, Phases C and D. Based on the attachments, the following has been
completed since the last Security Reduction request on February 10, 2006:
• Erosion and Sediment Control: 50% complete: $5,000 * 50% = $2,500
• Survey: 10.5625% complete: $16,000 * 10.5625% _ $1,690
In the professional opinion of Chris Hale, as a professional engineer licensed in the State of
Colorado, #35964, and a representative of Mountain Cross Engineering, Inc, the total amount of
security could be reduced by $4,190, the above total amount.
The previous security, less previous reductions should be $496,279.30. This amount less the $4,190
• would reduce the total from $496,279.30 to $492,089.30.
Feel free to call if any of the above needs clarification or if you have any questions or comments.
Sincerely,
Mountain'Cross Engin e4ring, Inc.
J
Chris Hale, PE
Attachments
C: Mr. Chad Hensley, Grace Homes
Ms. Cassia Furman, Leavenworth & Karp
826 1/2 Grand Avenue • Glenwood Springs, CO 81601
PI -1. 4711 claq gcdd • FAX• Q711 4dq S�R • www mnIIntaincrncc-Pnsr_rnm
Valley View Village
Phases C and D
OPINION OF PROBABLE COST for
Security Reduction
April 19, 2006
Description
Quantity
Units
Price
Cost
Percent
Complete
Remaining
Cost
Grading and Earthwork
Mobilization
1
LS
20,000.00
$ 20,000.00
50%
$ 10,000.00
Earthwork
1
LS
70,000.00
$ 70,000.00
95%
$ 3,500.00
Topsoil Stripping and Stockpile
1
LS
10,000.00
$ 10,000.00
100%
$ -
Drill Seed and Hydromulch
1
LS
6,000.00
$ 6,000.00
0%
$ 6,000.00
Erosion and Sediment Control
1
LS
5,000.00
$ 5,000.00
50%
$ 2,500.00
NPDES Permitting
1
LS
1,500.00
$ 1,500.00
100%
$ -
Traffic Control
1
LS
1,000.00
$ 1,000.00
0%
$ 1,000.00
3" Asphalt
4407
SY
10.50
$ 46,273.50
0%
$ 46,273.50
2" Asphalt Offstreet Parking
356
SY
8.75
$ 3,115.00
0%
$ 3,115.00
9" Class 6 ABC
1590
CY
38.00
$ 60,420.00
0%
$ 60,420.00
2'-6" Mountable C&Gutter and 4' Sidewalk
1822
LF
28.00
$ 51,016.00
0%
$ 51,016.00
2'-6" Mountable Curb & Gutter
911
LF
16.00
$ 14,576.00
0%
$ 14,576.00
Concrete Cross Pan with Aprons
1035
SF
5.00
$ 5,175.00
0%
$ 5,175.00
Handicap Ramp
7
EA
1,100.00
$ 7,700.00
0%
$ 7,700.00
Class I Ground Sign
3
EA
200.00
$ 600.00
0%
$ 600.00
Subtotal =
$ 302,375.50
$ 211,875.50
Potable Water
8" C900 Water Line
1296
LF
22.00
$ 28,512.00
0%
$ 28,512.00
8" Gate Valves
8
EA
1,120.00
$ 8,960.00
0%
$ 8,960.00
6" C900 Water Line
40
LF
20.00
$ 800.00
0%
$ 800.00
3/4" Water Service
35
EA
900.00
$ 31,500.00
0%
$ 31,500.00
Fire Hydrants
4
EA
3,900.00
$ 15,600.00
0%
$ 15,600.00
Connect to Existing Water Stub
3
EA
1,150.00
$ 3,450.00
0%
$ 3,450.00
Subtotal =
$ 88,822.00
$ 88,822.00
Sanitary Sewer
8" SDR 35 Sewer Line
1254
LF
28.00
$ 35,112.00
0%
$ 35,112.00
Sewer Manhole
10
EA
2,600.00
$ 26,000.00
0%
$ 26,000.00
Connect to Existing Stub
1
EA
1,150.00
$ 1,150.00
0%
$ 1,150.00
4" Sewer Service
36
EA
700.00
$ 25,200.00
0%
$ 25,200.00
Subtotal =
$ 87,462.00
$ 87,462.00
Miscellaneous Construction
4' Shallow Utility Trench
1357
LF
6.00
$ 8,142.00
0%
$ 8,142.00
4" Electric Conduit Installation
1357
LF
1.50
$ 2,035.50
0%
$ 2,035.50
4" Telephone Conduit
1357
LF
3.00
$ 4,071.00
0%
$ 4,071.00
2' Shallow Utility Trench
554
LF
3.50
$ 1,939.00
0%
$ 1,939.00
Transformer Vault Excavation
6
EA
250.00
$ 1,500.00
0%
$ 1,500.00
4" Conduit Sleeving @ Roadway Intersection
227
LF
4.00
$ 908.00
0%
$ 908.00
6" Conduit Sleeving @ Roadway Intersection
227
LF
4.00
$ 908.00
0%
$ 908.00
Demolition
1
LS
2,000.00
$ 2,000.00
0%
$ 2,000.00
Street Light Pole
10
EA
1,500.00
$ 15,000.00
0%
$ 15,000.00
Survey
1
LS
16,000.00
$ 16,000.00
11%
$ 14,310.00
Subtotal =
$ 52,503.50
$ 50,813.50
Subtotal =
$ 531,163.00
$ 438,973.00
5% Contingency
$ 26,558.15
0%
$ 26,558.15
2 1/2% Construction Testing
$ 13,279.08
0%
$ 13,279.08
2 1/2% Bonding
$ 13,279.08
0%
$ 13,279.08
Total =
584,279.30
$ 492,089.30
1. Costs are based on the Engineer's Estimated Construction Costs Prepared by High Country Engineering, Inc. on 12/07/05 (attached for reference).
2. Mountain Cross Engineering, Inc. has no control over the cost of labor, materials, equipment, services furnished by others, or market conditions
therefore does not guarantee that proposals, bids, or actual construction cost will not vary from the above opinion of cost.
t' 7'20ii5 4:5 PM'M •LEAVENWORTH & KARPItKiN :, - -__ _NO.343y
� p
`f-r16/:p.
June aa, 2005
- - -- Hae ]OB NO: 2021056.04
QUANTITY 1 UNIT COST 1 COST
ITEM
Mobilization
Earthwork
soil Stripping and Stockpile
3"s- 1 520,000 oo 520,00;00
1.L.S- $70,000.001 570 000.00
1 it -S- _ $10,000.00'2 S10,000.00
Drill teed and Hydrarnolcb 1 !L.3 56,000.00i 562000.00
Erosion and Sediment Control111.-5- _. 55.000.00' 551000.00
WI'DPS Permitting _ ,L.1 L.S. St,500.00 - 51=500.00
Traffic Control 1;1.-5- • $1,000.00; 51,000.00
3" Asphalt 4407.S.Y. $1050 546,273.50
2" Asphalt Offstreet Parlan4 , 3565.Y. 28.75; $3115.00
9" Class 6ABC trader • •- . uThum s curb d1 ; tter and walla . 1590sC.Y_ 538.00; 560,420.00
2'-6" Mteniteble Cutb & Gutter dc4' Sidewalk 1522 L.F_ i 528.001
1 9111-F- 516.00;
2'-6 Mountable Club & (Sutter
541,016_30
514,576.00
Contcate Cissa Pan with Aprtms i, 103515 F. 45 4.00E $5,175.00
Handicap Ramp 7 -F,sch f 51.100
Class I Ground Sigtt (Sas$c,Stop2_52t,Yield) E 3'..ac1i 5200.001
57,700.00
8600.00
---pries ins. tronehia-& Sttiuig; Beivies =eerie: vrovided owner—
$" c9o0 waterline. � 12963._F.
liEnch 1 31,120-00t 58,960.00
401L.F. ; 320.00, 5800.00
522001— szs.512-00
8" Gate valve
6" C900 Waterline
3/4" Water Service est Sithe Meir Pit
Fuc Hydrant As:emb
Connect to Existent Water Stub
3 354Eatb. ; 5900.001 531,540.00
4iih + 900.00, 515600.00
1 3F 53,
F.ach 51,150.00; 53,450.00
i
zSUJ1 TOTAL
S88 812.00
—price includes trsochin� and
_ t
8" SDR 35 Sawa:line 1254:L.F. $28.00: 535,112.00
1013sch 51.600.00: 526,000.00
1 iTcaeh 51 150.00: 31,150.00
361Eac1 5700.001 525.200.00
• . { j}• 'SUE TOTAL '
4 D. Manhole
Connect to Existinz Sewer Stub
4` Sewer Services
387,462.00
4' Shellac/ Utility 1Ytattat 1351L.F. ` 56.00! 38,142.00
4" electric conduit installation conduitfiani3bed by %malty). 1357;1-F- 51.501 52 03550
4" Telephone Conduit (conduit flattighed bycontractor) , 1357;1-F. 33 A0+
54,071.00
Z' Utility Trench
554;L.F_ 1 S3.501 51,939.00
TtansibtrtterVault Excavation
6'Each i 5250.00;
$1,500.00
4" Conduit Sleeving Roadway3nt®geLtiorts i
227 `:1...,P. i 54.00-
5908.00
6^.Conduit Sleevint0 Raadwq Interssctinas
227 ;L.F. ' 54.00
_5908.00
Damciition tyGn Lane
1;1_3. 52`
52,000.00
3n -eat Light Pole (C1P)
10':}act 1 51500.001
14-5.516,000.001
(
515,000.00
516,000.00
Sum
;SUB TOTAL
552 '4350
;SUR TOTAL
5531,163.00
52.6.558.15
594 Continzeneeyyl
;
2 112% Construction Testirtgj
513,279-05
.
. ;212i4Batdinni
513x279.04
-
i
- _
• �+
Z
_L--- ;TOTS,,
5584,27930
JONA._r
vKe...6a
the tItITTlitz do uos ic:ctuce ' ' 'a ser lvzs• inar"sym& t'P Sees, c.al, svcoo¢+bi
auun7i4' rAn r1, ¢ii Camtr
ascotpeti*<15nesponaleftrimritceesanteie=lenttsa:;coalcoosmayvery them bid&a.littslerentetio21714mstkct
ACKNOWLEDGMENT OF PARTIAL SATISFACTION
SUBDIVISION IMPROVEMENTS AGREEMENT
KNOW ALL MEN BY THESE PRESENT that:
WHEREAS, Darter, LLC (hereinafter "Owner") entered into a Subdivision Improvements
Agreement (SIA) with the Board of County Commissioners of Garfield County, Colorado
(hereinafter "Board"), recorded in Book 1754 at Page 986 as Reception No. 688326 of the Garfield
County records on December 14, 2005, for the improvements of Phases C & D of Valley View
Village Subdivision; and
WHEREAS, an irrevocable Letter of Credit was delivered to the County in the amount of
$515,279.30 in order to secure the subdivision improvements to be constructed by the Owner as
required in the SIA; and
WHEREAS, the obligations of the Owner have been partially satisfied, as verified in the
attached statement from Chris Hale, Mountain Cross Engineering, Inc dated October 16, 2006, that
certain work has been completed consistent with improvements described in the Subdivision
Improvements Agreement.
NOW THEREFORE, at the request of the Owner and in consideration of the premises and
prior agreements, the Board hereby acknowledges the partial satisfaction of the Subdivision
Improvements Agreement entered into by Owner and the Board for the seventh release of security in
the amount of $93,571.44 for work completed consistent with improvements described in the
Subdivision Improvements Agreement leaving a balance in the irrevocable Letter of Credit of
$135,664.80.
STATE OF COLORADO )
COUNTY OF GARFIELD )
)ss
By:
Chairman
The foregoing instrument was acknowledged before me this 6th day of November , 2006, by
John Martin, as Chairman of the Board of County Commissioners of Garfield County, Colorado.
WITNESS my hand and official seal.
My commission expires
Garfield County Clerk
October 16, 2006
Mr. Fred Jarman
Garfield County Planning
108 8th Street, Suite 401
Glenwood Springs, CO 81601
MOUNTAIN CROSS
ENGINEERING, INC.
CIVIL AND ENVIRONMENTAL CONSULTING AND DESIGN
RE: Security Reduction No. 7 for Valley View Village, Phases C and D
Dear Fred:
It is the purpose of this correspondence to confirm the work performed to date by Mays Concrete on
Valley View Village, Phases C and D. Based on the attachments, the following has been completed
since the last Security Reduction request on September 25, 2006:
• Mobilization: additional 10% complete: $20,000 * 10% = $2,000.00
• Earthwork: additional 5% complete: $70,000 * 5% = $3,500.00
• Traffic Control: additional 50% complete: $1,000 * 50% = $500.00
• 9" Class 6 ABC: additional 8.2% complete: $60,420 * 8.2% = $4,954.44
• 2'-6" Mountable C&Gutter and 4' Sidewalk: 100% complete = $51,016.00
• 2'-6" Mountable Curb & Gutter: 100% complete = $14,576.00
• Concrete Cross Pan with Aprons: 100% complete = $5,175.00
• Handicap Ramp: 100% complete = $7,700.00
• Survey: additional 25.9375% complete: $16,000 * 25.9375% = $4,150.00
In the professional opinion of Chris Hale, as a professional engineer licensed in the State of
Colorado, #35964, and a representative of Mountain Cross Engineering, Inc, the total amount of
security could be reduced by $93,571.44, the above total amount.
The previous security, less previous reductions should be $229,236.24. This amount less the
$93,571.44 would reduce the total from $229,236.24 to $135,664.80.
Feel free to call if any of the above needs clarification or if you have any questions or comments.
Sincerely,
Mountain Cross Engineering, Inc.
ti
LChris Hale, PE
Attachments
C: Mr. Chad Hensley, Grace Homes
826 1/2 Grand Avenue • Glenwood Springs, CO 81601
PH. 97f1.94S_SS44 • FA) 97(1 94S ccqu • www mntintninirncc-ono rnm
Valley View Village
Phases C and D
OPINION OF PROBABLE COST for
Security Reduction
October 16. 2006
Description
Quantity
Units
Price
Cost
Percent
Complete
Remaining
Cost
Grading and Earthwork
Mobilization
1
LS
20,000.00
$ 20,000.00
100%
$ -
Earthwork
1
LS
70,000.00
$ 70,000.00
100%
$ -
Topsoil Stripping and Stockpile
1
LS
10,000.00
$ 10,000.00
100%
$ -
Drill Seed and Hydromulch
1
LS
6,000.00
$ 6,000.00
0%
$ 6,000.00
Erosion and Sediment Control
1
LS
5,000.00
$ 5,000.00
80%
$ 1,000.00
NPDES Permitting
1
LS
1,500.00
$ 1,500.00
100%
$ -
Traffic Control
1
LS
1,000.00
$ 1,000.00
100%
$ -
3" Asphalt
4407
SY
10.50
$ 46,273.50
0%
$ 46,273.50
2" Asphalt Offstreet Parking
356
SY
8.75
$ 3,115.00
0%
$ 3,115.00
9" Class 6 ABC
1590
CY
38.00
$ 60,420.00
100%
$ -
2'-6" Mountable C&Gutter and 4' Sidewalk
1822
LF
28.00
$ 51,016.00
100%
$ -
2'-6" Mountable Curb & Gutter
911
LF
16.00
$ 14,576.00
100%
$ -
Concrete Cross Pan with Aprons
1035
SF
5.00
$ 5,175.00
100%
$ -
Handicap Ramp
7
EA
1,100.00
$ 7,700.00
100%
$ -
Class I Ground Sign
3
EA
200.00
$ 600.00
0%
$ 600.00
Subtotal =
$ 302,375.50
$ 56,988.50
Potable Water
8" C900 Water Line
1296
LF
22.00
$ 28,512.00
100%
$ -
8" Gate Valves
8
EA
1,120.00
$ 8,960.00
100%
$ -
6" C900 Water Line
40
LF
20.00
$ 800.00
100%
$ -
3/4" Water Service
35
EA
900.00
$ 31,500.00
100%
$ -
Fire Hydrants
4
EA
3,900.00
$ 15,600.00
100%
$ -
Connect to Existing Water Stub
3
EA
1,150.00
$ 3,450.00
100%
$ -
Subtotal =
$ 88,822.00
$ -
Sanitary Sewer
8" SDR 35 Sewer Line
1254
LF
28.00
$ 35,112.00
100%
$ -
Sewer Manhole
10
EA
2,600.00
$ 26,000.00
100%
$ -
Connect to Existing Stub
1
EA
1,150.00
$ 1,150.00
100%
$ -
4" Sewer Service
36
EA
700.00
$ 25,200.00
100%
$ -
Subtotal =
$ 87,462.00
$ -
Miscellaneous Construction
4' Shallow Utility Trench
1357
LF
6.00
$ 8,142.00
100%
$ -
4" Electric Conduit Installation
1357
LF
1.50
$ 2,035.50
100%
$ -
4" Telephone Conduit
1357
LF
3.00
$ 4,071.00
100%
$ -
2' Shallow Utility Trench
554
LF
3.50
$ 1,939.00
100%
$ -
Transformer Vault Excavation
6
EA
250.00
$ 1,500.00
100%
$ -
4" Conduit Sleeving @ Roadway Intersection
227
LF
4.00
$ 908.00
100%
$ -
6" Conduit Sleeving @ Roadway Intersection
227
LF
4.00
$ 908.00
100%
$ -
Demolition
1
LS
2,000.00
$ 2,000.00
0%
$ 2,000.00
Street Light Pole
10
EA
1,500.00
$ 15,000.00
0%
$ 15,000.00
Survey
1
LS
16,000.00
$ 16,000.00
46.50%
$ 8,560.00
Subtotal =
$ 52,503.50
$ 25,560.00
Subtotal =
$ 531,163.00
$ 82,548.50
5% Contingency
$ 26,558.15
0%
$ 26,558.15
2 1/2% Construction Testing
$ 13,279.08
0%
$ 13,279.08
2 1/2% Bonding
$ 13,279.08
0%
$ 13,279.08
Total =
584,279.30
$ 135,664.80
1. Costs are based on the Engineer's Estimated Construction Costs Prepared by High Country Engineering, inc. on 12/07/05 (attached for reference).
2. Mountain Cross Engineering, Inc. has no control over the cost of labor, materials, equipment, services furnished by others, or market conditions
therefore does not guarantee that proposals, bids, or actual construction cost will not vary from the above opinion of cost.
dari Sep -29-06 11:29am From -MAYS CONCRETE !NC,
aHE
■
411
Darier, LLC
786 Valley Ct.
Gra,rd Junction, CO 81505
CONTRACT JTRACT I D: 153652
Valley View Village Phs C & 0
LOCATION: Battlement Mesa, CO
PO #952
9702452661 T-098 P.01/02 F-191
CONTRACTORS
2399 River Road
P.O. Box 4150
g 7�4l6Grand Junction, Colorado 81502
INVOICE ID: (9243-5669 • Fax (970) 245-2661
DRAW ID: 1155533365200019
DATE: September 29,2006
CUSTOMER ID: DA10004
Item
Description
Units
Unit of
Unit
Total Units
Units in
Current
Contracted
measure
Price
in Place
Place this
Billing
Period
01 ROADWORK •
02 Mobilization
03 Earthwork
04 Boulder Splitting
05 Conauuat Retaining Walls
06 Riprap Chnl to Detention Pond
07 Erosion Control Slope Matting
08 Erosion & Sediment Control
09 3" Asphalt Paving for Streets
10 Asphalt Parking Areas
11 Adjust Manhole Rings to Final
12 Adjust Wtr Valve Boxes to Fnl
13 C16 Agg Base Course
14 6'-6" Mono Driveover C&G, SW
15 30" Driveover Curb & Gutter
16 Combo Fillets, Crosspans, ADA
17 4' Wide Concrete Scupper
18 CI 1 Ground Sign (St & Stop)
19 Traffic Control
20 SEWER
21 Connect to Existing Stub
22 8" SDR 35 PVC Sewer Main
23 8" SDR 35 PVC Swr Main Stub
24 Concrete Sewer Encasement
25 Standard 48" Manhole
26 4" SDR 35 PVC Sewer Services
27 Rmv Exst Gate Valve & Stub
1.00 LS
1.00 LS
12.00 EA
8,800.00 SF
1.00 LS
2,355.00 SY
1.00 LS
4,600.00 SY
3,200.00 SF
10.00 EA
12.00 EA
1,525.00 CY
1,795.00 LF
825.00 LF
1,850.00 SF
1.00 EA
3.00 EA
1.00 LS
33,000.00 1.00
100,000.00 1.00
275.00 6.00
0.10 3,300.00
0.05 5,000.00
3.00 19,014.50 7,214.50 21,643.50
1,825.00 1.00 1.00 1,825.00
7.00
8,600.00 0.80
10.00
2,00
480.00
200.00
33.00 1,525.00 125.00 4,125.00
22.00 1,795,00 1,795.00 39,490.00
15.00 825.00 825.00 12,375.00
5.00 1,650.00 1,650.00 8,250.00
1,500.00 1.00 1.00 1,500.00
412.00
600.00 1.00 0.50 300.00
2,00 EA 630.00 1.00
1,214.00 LF 30,00 1,214.00
40.00 LF 30.00 51.00
20.00 LF 52.00
10.00 EA 2,010.00 10.00
35.00 EA 560.00 35.00
1.00 EA 500.00
TERMS: Net due upon receipt of invoice. Finance Charge: interest at the rate of 2% per month (24% annually)
will be charged on at accounts 30 days past due, together with any costa of collection, including reasonable
attorneys fees. incurred in collecting the amounts due and owing.
Thank You
Sep -29-06 11:30am From -MAYS CONCRETE INC,
Item Description I Units
Contracted
Unit of
measure
9702452661 7-098 P.02/02 F-191
unit
Price
Total Units Units in
in Place Place this
Period
28 Rmv Exst 2" Blowoff w/ Vlv 2.00 EA 400.00 2.00
29 8" 0900 PVC Water Main 890,00 LF 28.00 890.00
30 2" RlowoffAssembly 1.00 EA 1,000.00
31 8" Gateway Varve 8.00 EA 1,120.00 7.00
32 8" Tee 3.00 EA 450.00 3.00
33 8" MJ 22.5 Degree Bend 4.00 EA 305.00 4.00
34 8" MJ 45 Degree Bend 2,00 EA 305.00 2.00
35 8" MJ 90 Degree Bend EA 305.00
36 Standard 5' Bury Fire Hyd Assy 4.00 EA 3,325.00 4.00
37 3/4" Water Services 35.00 EA 870.00 35.00
38 MISCELLANEOUS
39 Utility Trenching & Backfill 2,185.00 LF 8.00 2,185.00
40 4" Conduit Sleeving T4 Roadway 800,00 LF 3.50 600.00
41 4" Electrical Conduit 2,185,00 LF 2.00 2,185.00
42 4' Telephone Conduit 2,185.00 LF 4.00
43 Transformer Vault Exc & Bcktl 7.00 EA 350.00 7.00
44 6" C900 PVC Wtr Main 475.00 LF 22.00 475,00
45 6" Gate Valve `2.00 EA 750.00 2.00
46 6" MJ 22.5 Degree Bend 2,00 EA 260.00 2.00
47 6" MJ 45 Degree Bend 3.00 EA 250.00 3.00
48 8" x 6" MJ Reducer 1.00 EA 250.00 1.00
CO 01 Fix Mani -foie Swr Stub/Patch St
CO 02 Addl Trenching & Siva PO 952-1
CO 03 Addtl Overlot Grading PO 952-2
Total
Amount due this Invoice
1.00
1,00
1.00
6,600.00
4,640.00
35.000,00
0.75
1.00
1.00
Current
Billing
0.50 17,500.00
115,308.50
Invoice Sub -total 115,308.50
Retainage Held -5,785.43
Contract Summary
Original contract amount 556,621.00
Approved changes 62,045.00
Revised contract amount 618,668.00
Invoiced to date 554,288.50
Remaining to invoice 64,377.50
Percent billed 89.59
Retainage balance 27,473.18
Darter, LLC Invoice ID: 8670
153652Nailey View Village Phs C & D Date: 9/29/06
Page 2 of 2
$109,543.07
S URVCD, INC.
RTK GPS AND CONVENTIONAL LAND SURVEYING SERVICES
8261 GRAND AVENUE
P.D. Box 2782
GLENWOOD SPRINGS, CO.
01602-2782
PH: 970-945-5945
Pax: 970-945-5946
EMAIL: SURVCO@EARTHLINK.NET
Statement of Services
Tuesday, June 20, 2006
Darter LLC
786 Valley View Court
Grand Junction, CO.
81505
RECEIVED
JUN 2 3 2006
BY:
RE: PO No. 906 — Valley View Village C and D
Billing period thru: Tuesday, June 20, 2006
Field Services:
1:1 Recover survey control
U Stake shallow utilities
Office Services:
❑ Gen Admin.
LI Calculations for shallow utility staking
Other direct costs: $ 50.00
Previous balances due: $ -0-
SURVCD, INC.
RTK BPS AND CONVENTIONAL LAND SURVEYING SERVICES
8261/2 GRAND AVENUE
P.O. Box 2782
GLENWOOD SPRINGS, CO.
Si 602-2782
PH: 970-945-5945
FAX: 970-945-5946
EMAIL: SURVCO@Q EARTHLINK.NET
Statement of Services
Friday, August 04, 2006
Darter, LLC
Attn: Accounts Payable
786 Valley Court
Grand Junction, CO.
81505
RE: P.O. No. 906
Valley View Village PUD, Phases C and D
Billing period thru: Saturday, April 15, 2006
AUG 0 7 2006
Field Services:
❑ Stake locations of 2 multi -family units (units B and C) (33%) complete
❑ Stake locations of two single family residences (lots 14 and 15) (15% complete)
Office Services:
Calculations for staking
Other direct costs: $ -0-
Previous balances due: $ -0-
TOTAL BALANCE DUE THIS STATEMENT: $ 800.00
SuRvC®, INC
RTK OPS AND CDNVENTID NAL LAND SURVEYING SERVICES
AUC, 7 ?006
826'/2 GRAND AVENUE
P.D. Box 2792
GLENWOOD SPRINGS, CO.
81 602-2782
PH: 970-945-5945
FAx: 970-945-5946
EMAIL: SURVCO@EARTHLINK.NET
Statement of Services
Tuesday, August 15, 2006
Darter, LLC
786 Valley Court
Grand Junction, CO.
81505
RE: PO No. 906
Billing period thru: Tuesday, August 15, 2006
Field Services:
U Recover local survey control
❑ Stake Curb and Gutter Valley View Village Phase C and D
Office Services:
❑ Gen Admin.
❑ Calculations for Staking
Other direct costs: $ -0-
Previous balances due: $ -0-
TOTAL BALANCE DUE THIS STATEMENT: $ 2,000.00
S URVQo, INC.
RTK GPS ANO CONVENTIONAL LAND SURVEYING SERVICES
8261/. GRAND AVENUE
P.O. Sax 2782
GLENWOOD SPRINGS, CO.
81 602-2782
PH: 970-945-5945
FAx: 970-945-5946
EMAIL: SURVCQ@EARTHLINK.NET
Statement of Services
Friday, August 04, 2006
Darter, LLC
Attn: Accounts Payable
786 Valley Court
Grand Junction, CO.
81505
RE: P.O. No. 971-1
Valley View Village PUD, Phases C and D
Billing period thru: Friday, August 04, 2006
Field Services:
❑ Stake as directed - (100%) complete
Office Services:
❑ Calculations for staking (100%) complete
Other direct costs: $ -0-
Previous balances due: $ -0-
TOTAL BALANCE DUE THIS STATEMENT: $ 750.00
AUG 0 7 200e
Sep -29.06 11 :29am From -MAYS CONCRETE INC,
Darter, LLC
786 Valley Ct.
Grand Junction, CO 81505
CONTRACT ID: 153652
Valley View Village Phs C & D
LOCATION: Battlement Mesa, CO
PO #952
9702452661 T-098 P.01/02 F-191
CONTRACTORS
2399 River Road
PO. Box 4150
Grand Junction, Colorado 81502
INVOICE ID: (S6) 43-5669. Fax (970) 245-2661
DRAW ID: 15365200019
DATE: September 29,2006
CUSTOMER ID: DA10004
Item
Description
Units
Unit of
Unit
Total Units
Units in
Current
Contracted
measure
Price
In Place
Place this
Billing
Period
01 ROADWORK •
02 Mobilization
03 Earthwork
04 Boulder Splitting
05 Construct Retaining Walls
06 RIprap Chnl to Detention Pond
07 Erosion Control Slope Matting
08 Erosion & Sediment Control
09 3" Asphalt Paving for Streets
10 Asphalt Parking Areas
11 Adjust Manhole Rings to Final
12 Adjust Wtr Valve Boxes to Fnl
13 CI 6 Agg l3ase Course
14 t3-13" Mono Driveover C&G, SW
15 30" DriveoverCurb & Gutter
16 Combo Fillets, Crosspans, ADA
17 4' Wide Concrete Scupper
18 Cl 1 Ground Sign (SL & Stop)
19 Traffic Control
20 SEWER
21 Connect to Existing Stub
22 8" SDR 35 PVC Sewer Main
23 8" SDR 35 PVC Swr Main Stub
24 Concrete Sewer Encasement
25 Standard 48" Manhole
26 4" SDR 35 PVC Sewer Services
27 Rmv Exst Gate Valve & Stub
1.00 LS
1.00 LS
12.00 EA
8,800.00 SF
1,00 LS
2,355.00 SY
1.00 LS
4,600.00 SY
3,200.00 SF
10.00 EA
12.00 EA
1,525.00 CY
1,795.00 LF
825.00 LF
1,850.00 SF
1.00 EA
3.00 EA
1.00 LS
33,000,00 1.00
100,000.00 1.00 0.05 5,000- 00
275.00 6.00
3.00 19,014.50 7,214.50 21,643.50
1,825.00 1.00 1.00 1,825,00
7.00
8,800.00 0,80
10.00
2.00
480.00
200.00
33.00 1,525.00 126.00 4,125.00
22.00 1,795.00 1,795.00 39,490.00
15.00 825.00 825.00 12,375.00
5.00 1,650.00 1,650.00 8,250.00
1,500.00 1.00 1.00 1,500.00
412.00
600.00 1.00 0.50 300.00
0.10
3,300.00
2.00 EA 630.00 1,00
1,214.00 LF 30,00 1,214.00
40.00 LF 30.00 51.00
20.00 LF 52.00
10.00 EA 2,010.00 10.00
35.00 EA 560.00 35,00
1.00 EA 500.00
TERMS: Net due upon recelpt of invoice. Finance Charge: Interest al the rate of 2% per month (24% annually)
will be charged on aH accounts 30 days past due, together with any costs of collection, including reasonable
attorneys fees, incurred in collecting the amounts due and owing.
Thank You
Sep -29-06 11:30am Frain -MAYS CONCRETE INC,
9702452661
T-098 P.02/02 F-191
Item
Description
Units
Contracted
Unit of
measure
Unit
Price
Total Units
in Place
Units in
Place this
Period
Current
Billing
28 Rmv Exst 2'' Blowoff w/ Vlv
29 8" C900 PVC Water Main
30 2" Blowoff Assembly
31 8" Gateway Valve
32 8" Tee
33 8" MJ 22.5 Degree Bend
34 8" MJ 49 Degree Bend
35 8" MJ 90 Degree Bend
36 Standard 5' Bury Fire liyd Assy
37 314" Water Services
38 MISCELLANEOUS
39 Utility Trenching & Backfill
40 4" Conduit Sleeving Roadway
41 4" Electrical Conduit
42 4" Telephone Conduit
43 Transformer Vault Exe & Bckfl
44 6' C900 PVC Wtr Main
45 6' Gate Valve
46 6" MJ 22.5 Degree Bend
47 6" MJ 45 Degree Bend
48 8" x 6" MJ Reducer
CO 01 Fix Manhole Swr Stub/Patch St
CO 02 Addl Trenching & Siva PO 952-1
CO 03 Addtl Overlot Grading PO 952-2
Total
Amount due this Invoice
Contract Summary
Original contract amount
Approved changes
Revised contract amount
Invoiced to date
Remaining to invoice
Percent billed
Retainage balance
Darter, LLC
2.00 EA 400.00
890,00 LF 26.00 890.00
1.00 EA 1.000.00
8.00 EA 1,120.00 7.00
3.00 EA 450,00 3.00
4.00 EA 305.00 4.00
2.00 EA 305.00 2.00
EA 305,00
4.00 EA 3,325.00 4.00
35.00 EA 870.00 35.00
2.00
2,185.00 LF 8.00 2,185.00
600,00 LF 3.50 600.00
2,185.00 LF 2.00 2,185.00
2,185.00 LF 4.00
7.00 EA 350.00 7.00
475.00 LF 22.00 475,00
'2.00 EA 760.00 2.00
2,00 EA 250.00 2.00
3.00 EA 250.00 3.00
1.00 EA 250.00 1.00
1,00 6,600.00 0.75
1.00 4,640.00 1.00
1.00 35.000,00 1.00
Invoice Sub -total
Retainage Held
556,621.00
62,045.00
618,666.00
554,288.50
64,377.50
89.59 %
27,473.18
0.50
17,500.00
115,308.50)
115,308.50
-5,765.43
$109,543.07
153652Nalley View Village Phs C & D Invoice ID: 8670
Date; 9/29/06
Page 2 of 2
1/
B URvC®, INC.
RTK GPS AND CONVENTIONAL LAND SURVEYING SERVICES
826'/2 GRAND AVENUE
P.O. Box 2782
GLENWOOD SPRINGS, CO.
81602-2782
PH: 970-945-5945
FAx: 970-945-5946
EMAIL: SURVDCI EARTHLINK.NET
Statement of Services
Tuesday, June 20, 2006
Darter LLC
786 Valley View Court
Grand Junction, CO.
81505
RECEIVED
JUN 2 3 2006
BY:
RE: PO No. 906 — Valley View Village C and D
Billing period thru: Tuesday, June 20, 2006
Field Services:
Recover survey control
CM Stake shallow utilities
Office Services:
❑ Gen Admin.
CI Calculations for shallow utility staking
Other direct costs: $ 50.00
Previous balances due: $ -0-
SURVCO, !NO.
RTIC GPS AND CONVENTIONAL LAND SURVEYING SERVICES
8261/z GRAND AVENUE
P.O. BOX 2782
GLENWOOD SPRINGS, CO.
81602-2782
PH: 970-945-5945
FAX: 970-945-5946
EMAIL: SURVCO@ARTHLINK.NET
Statement of Services
Friday, August 04, 2006
Darter, LLC
Attn: Accounts Payable
786 Valley Court
Grand Junction, CO.
81505
RE: P.O. No. 906
Valley View Village PUD, Phases C and D
Billing period thru: Saturday, April 15, 2006
AUG 0 7 2006
Field Services:
❑ Stake locations of 2 multi -family units (units B and C) (33%) complete
U Stake locations of two single family residences (lots 14 and 15) (15% complete)
Office Services:
Calculations for staking
Other direct costs: $ -0-
Previous balances due: $ -0-
TOTAL BALANCE DUE THIS STATEMENT: $ 800.00
SURVC®, {NC.
RTK GPS AND CONVENTIONAL LAND SURVEYING SERVICES
? 7 2006
B26'/2 GRAND AVENUE
P.O. BOX 2782
GLENWOOD SPRINGS, CO.
81 602-2782
PH: 970-945-5945
FAX: 970-945-5946
EMAIL: S URVDO@EARTHLINK.NET
Statement of Services
Tuesday, August 15, 2006
Darter, LLC
786 Valley Court
Grand Junction, CO.
81505
RE: PO No. 906
Billing period thru: Tuesday, August 15, 2006
Field Services:
Li Recover local survey control
Li Stake Curb and Gutter Valley View Village Phase C and D
Office Services:
❑ Gen Admin.
Ci Calculations for Staking
Other direct costs: $ -0-
Previous balances due: $ -0-
TOTAL BALANCE DUE THIS STATEMENT: $ 2,000.00
S URVCD, i NC.
F2TK GPS AND CONVENTIONAL LAND SURVEYING SERVICES
826/ GRAND AVENUE
P.O. Sax 2782
GLENWOOD SPRINGS, CO.
8 1 602-2782
PH: 970-945-5945
FAX: 970-945-5946
EMAIL: SURVCD@EARTHLINK.NET
Statement of Services
Friday, August 04, 2006
Darter, LLC
Attn: Accounts Payable
786 Valley Court
Grand Junction, CO.
81505
RE: P.O. No. 971-1
Valley View Village PUD, Phases C and D
Billing period thru: Friday, August 04, 2006
Field Services:
❑ Stake as directed - (100%) complete
Office Services:
Li Calculations for staking (100%) complete
Other direct costs: $ -0-
Previous balances due: $ -0-
TOTAL BALANCE DUE THIS STATEMENT: $ 750.00
AUG 0 7 20015
ACKNOWLEDGMENT OF PARTIAL SATISFACTION
SUBDIVISION IMPROVEMENTS AGREEMENT
KNOW ALL MEN BY THESE PRESENT that:
WHEREAS, Darter, LLC (hereinafter "Owner") entered into a Subdivision Improvements
Agreement (SIA) with the Board of County Commissioners of Garfield County, Colorado
(hereinafter "Board"), recorded in Book 1754 at Page 986 as Reception No. 688326 of the Garfield
County records on December 14, 2005, for the improvements of Phases C & D of Valley View
Village Subdivision; and
WHEREAS, an irrevocable Letter of Credit was delivered to the County in the amount of
$515,279.30 in order to secure the subdivision improvements to be constructed by the Owner as
required in the SIA; and
WHEREAS, the obligations of the Owner have been partially satisfied, as verified in the
attached statement from Chris Hale, Mountain Cross Engineering, Inc dated September 25, 2006,
that work has been completed consistent with improvements described in the Subdivision
Improvements Agreement.
NOW THEREFORE, at the request of the Owner and in consideration of the premises and
prior agreements, the Board hereby acknowledges the partial satisfaction of the Subdivision
Improvements Agreement entered into by Owner and the Board for the sixth release of security in the
amount of $58,465.56 for work completed consistent with improvements described in the
Subdivision Improvements Agreement leaving a balance in the irrevocable Letter of Credit of
$229,236.24.
STATE OF COLORADO )
COUNTY OF GARFIELD )
)ss
By:
Chairman
The foregoing instrument was acknowledged before me this 16th day of October, 2006, by
John Martin, as Chairman of the Board of County Commissioners of Garfield County, Colorado.
WITNESS my hand and official seal.
My commission expires
Garfield County Clerk
September 25, 2006
Mr. Fred Jarman
Garfield County Planning
108 8th Street, Suite 401
Glenwood Springs, CO 81601
!, MOUNTAIN CROSS
ENGINEERING, INC.
CIVIL AND ENVIRONMENTAL CONSULTING AND DESIGN
SEP 2 7 2006
RE: Security Reduction No. 6 for Valley View Village, Phases C and D
Dear Fred:
It is the purpose of this correspondence to confirm the work performed to date by Mays Concrete on
Valley View Village, Phases C and D. Based on the attachments, the following has been completed
since the last Security Reduction request on August 4, 2006:
• Mobilization: additional 10% complete: $20,000 * 10% = $2,000
• Erosion and Sediment Control: additional 10% complete: $5,000 * 10% = $500
• 9" Class 6 ABC: 91.8% complete = $55,465.56
• Traffic Control: 50% complete = $500.00
In the professional opinion of Chris Hale, as a professional engineer licensed in the State of
Colorado, #35964, and a representative of Mountain Cross Engineering, Inc, the total amount of
security could be reduced by $58,465.56, the above total amount.
The previous security, less previous reductions should be $287,701.80. This amount less the
$58,465.56 would reduce the total from $287,701.80 to $229,236.24.
Feel free -to call if any of the above needs clarification or if you have any questions or comments.
Sincerely,
Mountain Cross Engineering, Inc.
l f1
``Chris Hale, PE
Attachments
C: Mr. Chad Hensley, Grace Homes
826 1/2 Grand Avenue • Glenwood Springs, CO 81601
PH: 970.945.5544 • FAX: 970.945.5558 • www.mountaincross-eng.com
Valley View Village
Phases C and D
OPINION OF PROBABLE COST for
Security Reduction
September 25, 2006
Description
Quantity
Units
Price
Cost
Percent
Complete
Remaining
Cost
Grading and Earthwork
Mobilization
1
LS
20,000.00
$ 20,000.00
90%
$ 2,000.00
Earthwork
1
LS
70,000.00
$ 70,000.00
95%
$ 3,500.00
Topsoil Stripping and Stockpile
1
LS
10,000.00
$ 10,000.00
100%
$ -
Drill Seed and Hydromulch
1
LS
6,000.00
$ 6,000.00
0%
$ 6,000.00
Erosion and Sediment Control
1
LS
5,000.00
$ 5,000.00
80%
$ 1,000.00
NPDES Permitting
1
LS
1,500.00
$ 1,500.00
100%
$ -
Traffic Control
1
LS
1,000.00
$ 1,000.00
50%
$ 500.00
3" Asphalt
4407
SY
10.50
$ 46,273.50
0%
$ 46,273.50
2" Asphalt Offstreet Parking
356
SY
8.75
$ 3,115.00
0%
$ 3,115.00
9" Class 6 ABC
1590
CY
38.00
$ 60,420.00
91.8%
$ 4,954.44
2'-6" Mountable C&Gutter and 4' Sidewalk
1822
LF
28.00
$ 51,016.00
0%
$ 51,016.00
2'-6" Mountable Curb & Gutter
911
LF
16.00
$ 14,576.00
0%
$ 14,576.00
Concrete Cross Pan with Aprons
1035
SF
5.00
$ 5,175.00
0%
$ 5,175.00
Handicap Ramp
7
EA
1,100.00
$ 7,700.00
0%
$ 7,700.00
Class I Ground Sign
3
EA
200.00
$ 600.00
0%
$ 600.00
Subtotal =
$ 302,375.50
$ 146,409.94
Potable Water
8" C900 Water Line
1296
LF
22.00
$ 28,512.00
100%
$ -
8" Gate Valves
8
EA
1,120.00
$ 8,960.00
100%
$ -
6" C900 Water Line
40
LF
20.00
$ 800.00
100%
$ -
3/4" Water Service
35
EA
900.00
$ 31,500.00
100%
$ -
Fire Hydrants
4
EA
3,900.00
$ 15,600.00
100%
$ -
Connect to Existing Water Stub
3
EA
1,150.00
$ 3,450.00
100%
$ -
Subtotal =
$ 88,822.00
$ -
Sanitary Sewer
8" SDR 35 Sewer Line
1254
LF
28.00
$ 35,112.00
100%
$ -
Sewer Manhole
10
EA
2,600.00
$ 26,000.00
100%
$ -
Connect to Existing Stub
1
EA
1,150.00
$ 1,150.00
100%
$ -
4" Sewer Service
36
EA
700.00
$ 25,200.00
100%
$ -
Subtotal =
$ 87,462.00
$ -
Miscellaneous Construction
4' Shallow Utility Trench
1357
LF
6.00
$ 8,142.00
100%
$ -
4" Electric Conduit Installation
1357
LF
1.50
$ 2,035.50
100%
$ -
4" Telephone Conduit
1357
LF
3.00
$ 4,071.00
100%
$ -
2' Shallow Utility Trench
554
LF
3.50
$ 1,939.00
100%
$ -
Transformer Vault Excavation
6
EA
250.00
$ 1,500.00
100%
$ -
4" Conduit Sleeving @ Roadway Intersection
227
LF
4.00
$ 908.00
100%
$ -
6" Conduit Sleeving @ Roadway Intersection
227
LF
4.00
$ 908.00
100%
$ -
Demolition
1
LS
2,000.00
$ 2,000.00
0%
$ 2,000.00
Street Light Pole
10
EA
1,500.00
$ 15,000.00
0%
$ 15,000.00
Survey
1
LS
16,000.00
$ 16,000.00
20.563%
$ 12,710.00
Subtotal =
$ 52,503.50
$ 29,710.00
Subtotal =
$ 531,163.00
$ 176,119.94
5% Contingency
$ 26,558.15
0%
$ 26,558.15
2 1/2% Construction Testing
$ 13,279.08
0%
$ 13,279.08
2 1/2% Bonding
$ 13,279.08
0%
$ 13,279.08
Total =
584,279.30
$ 229,236.24
1. Costs are based on the Engineer's Estimated Construction Costs Prepared by High Country Engineering, Inc. on 12/07/05 (attached for reference).
2. Mountain Cross Engineering, Inc. has no control over the cost of labor, materials, equipment, services furnished by others, or market conditions
therefore does not guarantee that proposals, bids, or actual construction cost will not vary from the above opinion of cost.
Darter, LLC
786 Valley Ct.
Grand Junction, CO 81505
RECEIVED
SEP 1 1 2006
BY:
CONTRACT ID: 153652
Valley View Village Phs C & D
LOCATION: Battlement Mesa, CO
PO #952
INC
CONTRACTORS
2399 River Road
PC. Box 4150
Grand Junction, Colorado 81502
(970) 243-5669 • Fax (970) 245-2661
INVOICE ID: 8593
DRAW ID: 15365200016
DATE: August 31,2006
CUSTOMER ID: DA10004
Item
Description
Units
Unit of
Unit
Total Units
Units in
Current
Contracted
measure
Price
in Place
Place this
Billing
Period
01 ROADWORK
02 Mobilization
03 Earthwork
04 Boulder Splitting
05 Construct Retaining Walls
06 Riprap Chnl to Detention Pond
07 Erosion Control Slope Matting
08 Erosion & Sediment Control
09 3" Asphalt Paving for Streets,
10 Asphalt Parking Areas
11 Adjust Manhole Rings to Final
12 Adjust Wtr Valve Boxes to Fnl
13 CI 6 Agg Base Course
14 6'-6" Mono Driveover C&G, SW
15 30' Driveover Curb & Gutter
16 Combo Fillets, Crosspans, ADA
17 4' Wide Concrete Scupper
18 CI 1 Ground Sign (St. & Stop)
19 Traffic Control
20 SEWER
21 Connect to Existing Stub
22 8" SDR 35 PVC Sewer Main
23 8" SDR 35 PVC Swr Main Stub
24 Concrete Sewer Encasement
25 Standard 48" Manhole
26 4" SDR 35 PVC Sewer Services
27 Rmv Exst Gate Valve & Stub
1.00 LS
1.00 LS
12.00 EA
8,800.00 SF
1.00 LS
2,355.00 SY
1.00 LS
4,600.00 SY
3,200.00 SF
10.00 EA
12.00 EA
1,525.00 CY
1,795.00 LF
825.00 LF
1,650.00 SF
1.00 EA
3.00 EA
1.00 LS
2.00 EA
1,214.00 LF
40.00 LF
20.00 LF
10.00 EA
35.00 EA
1.00 EA
33,000.00 0.90
100,000.00 0.95
275.00 6.00
0.10 3,300.00
3.00 11,800.00 3,000.00 9,000.00
1,825.00
7.00
8,500.00 0.80 0.10 850.00
10.00
2.00
480.00
200.00
33.00 1,400.00 1,400.00 46,200.00
22.00
15.00
5.00
1,500.00
412.00
600.00 0.50 0.50 300.00
630.00
30.00
30.00
52.00
2,010.00
560.00
500.00
1.00
1,214.00
51.00
10.00
35.00
TERMS: Net due upon receipt of invoice. Finance Charge: Interest at the rate of 2% per month (24% annually)
will be charged on all accounts 30 days past due, together with any costs of collection, including reasonable
attorneys fees, incurred in collecting the amounts due and owing.
Thank You
Item
Description
Units
Unit of
Unit
Total Units
Units in
Current
Contracted
measure
Price
in Place
Place this
Billing
Period
28 Rmv Exst 2" Blowoff wl VIv.
29 8" C900 PVC Water Main
30 2" Blowoff Assembly
31 8" Gateway Valve
32 8" Tee
33 8" MJ 22.5 Degree Bend
34 8" MJ 45 Degree Bend
35 8" MJ 90 Degree Bend
36 Standard 5' Bury Fire Hyd Assy
37 3/4" Water Services
38 MISCELLANEOUS
39 Utility Trenching & Backfill
40 4" Conduit Sleeving @ Roadway
41 4" Electrical Conduit
42 4" Telephone Conduit
43 Transformer Vault Exc & Bckfl
44 6" C900 PVC Wtr Main
45 6" Gate Valve
46 6" MJ 22.5 Degree Bend
47 6" MJ 45 Degree Bend
48 8" x 6" MJ Reducer
CO 01 Fix Manhole Swr Stub/Patch St
CO 02 Addl Trenching & Slvs PO 952-1
GO 03 Addtl Overlot Grading PO 952-2
CO 04 Exc & Bckfl Basements 17 & 18
2.00 EA
890.00 LF
1.00 EA
8.00 EA
3.00 EA
4.00 EA
2.00 EA
EA
4.00 EA
35.00 EA
2,185.00 LF
600.00 LF
2,185.00 LF
2,185.00 LF
7.00 EA
475.00 LF
2.00 EA
2.00 EA
3.00 EA
1.00 EA
1.00
1.00
1.00
1.00
400.00
26.00
1,000.00
1,120.00
450.00
305.00
305.00
305.00
3,325.00
870.00
8.00
3.50
2.00
4.00
350.00
22.00
750.00
250.00
250.00
250.00
6,600.00
4,640.00
35,000.00
15,000.00
2.00
890.00
7.00
3.00
4.00
2.00
4.00
35.00
2,185.00
600.00
2.185.00
7.00
475.00
2.00
2.00
3.00
1.00
0.75
1.00
0.50
0.50
0.50 17,500.00
0.50 7,500.00
Total 84,650.00
Amount due this invoice
Contract Summary
Original contract amount
Approved changes
Revised contract amount
Invoiced to date
Remaining to invoice
Percent billed
Retainage balance
Invoice Sub -total
Retainage Held
556,621.00
77,045.00
633,666.00
446, 480.00
187,186.00
70.46 %
22, 082.75
84,650.00
-4,232.50
$80,417.50
Darter, LLC Invoice ID: 8593
153652Nalley View Village Phs C & D Date: 8/31/06
Page 2 of 2
•
•
ACKNOWLEDGMENT OF PARTIAL SATISFACTION
SUBDIVISION IMPROVEMENTS AGREEMENT
KNOW ALL MEN BY THESE PRESENT that:
WHEREAS, Darter, LLC (hereinafter "Owner") entered into a Subdivision Improvements
Agreement (SIA) with the Board of County Commissioners of Garfield County, Colorado
(hereinafter "Board"), recorded in Book 1754 at Page 986 as Reception No. 688326 of the Garfield
County records on December 14, 2005, for the improvements of Phases C & D of Valley View
Village Subdivision; and
WHEREAS, an irrevocable Letter of Credit was delivered to the County in the amount of
$515,279.30 in order to secure the subdivision improvements to be constructed by the Owner as
required in the SIA; and
WHEREAS, the obligations of the Owner have been partially satisfied, as verified in the
attached statement from Chris Hale, Mountain Cross Engineering, Inc dated June 8, 2006, that work
has been completed consistent with improvements described in the Subdivision Improvements
Agreement.
NOW THEREFORE, at the request of the Owner and in consideration of the premises and
prior agreements, the Board hereby acknowledges the partial satisfaction of the Subdivision
Improvements Agreement entered into by Owner and the Board for the first release of security in the
amount of $85,070.10 for work completed consistent with improvements described in the
Subdivision Improvements Agreement leaving a balance in the irrevocable Letter of Credit of
$394,775.40.
STATE OF COLORADO )
COUNTY OF GARFIELD )
)ss
By:
Chairman
The foregoing instrument was acknowledged before me this 19th day of June, 2006, by John
Martin, as Chairman of the Board of County Commissioners of Garfield County, Colorado.
WITNESS my hand and official seal.
My commission expires
Garfield County Clerk
•
•
June 08, 2006
Mr. Fred Jarman
Garfield County Planning
108 8th Street, Suite 401
Glenwood Springs, CO 81601
JUN 1 2 2006
MOUNTAIN CROSS
ENGINEERING, INC.
CIVIL AND ENVIRONMENTAL CONSULTING AND DESIGN
RE: Security Reduction No. 5 for Valley View Village, Phases C and D
Dear Fred:.
It is the purpose of this correspondence to confirm the work performed to date by Mays Concrete and
SurvCo on Valley View Village, Phases C and D. Based on the attachments, the following has been
completed since the last Security Reduction request on May 12, 2006:
• Mobilization: additional 10% complete: $20,000 * 10% _ $2,000
• 8" C900 Water line: additional 88.77% complete: $28,512 * 88.77% _ $25,310.10
• Fire Hydrants: additional 75% complete: $15,600 * 75% _ $11,700
• Water Line Construction: 100% complete = $44,710
• Survey: additional 8.4375% complete: $16,000 * 8.4375% _ $1,350
In the professional opinion of Chris Hale, as a professional engineer licensed in the State of
Colorado, #35964, and a representative of Mountain Cross Engineering, Inc, the total amount of
security could be reduced by $85,070.10, the above total amount.
The previous security, less previous reductions should be $394,775.40. This amount less the
$85,070.10 would reduce the total from $394,775A0 to $309,705.30.
Feel free to call if any of the above needs clarification or if you have any questions or comments.
Sincerely,
M$ unt 'n Cross n awe ing, Inc.
is Hale, PE
Attachments
C: Mr. Chad Hensley, Grace Homes
826 1/2 Grand Avenue • Glenwood Springs, CO 81601
PH: 970.945.5544 • FAX: 970.945.5558 • www.mountaincross-eng.com
•
Valley View Village
Phases C and D
OPINION OF PROBABLE COST for
Security Reduction
June 08, 2006
Description
Quantity
Units
Price
Cost
Percent
Complete
Remaining
Cost
Grading and Earthwork
Mobilization
1
LS
20,000.00
$ 20,000.00
70%
$ 6,000.00
Earthwork
1
LS
70,000.00
$ 70,000.00
95%
$ 3,500.00
Topsoil Stripping and Stockpile
1
LS
10,000.00
$ 10,000.00
100%
$ -
Drill Seed and Hydromulch
1
LS
6,000.00
$ 6,000.00
0%
$ 6,000.00
Erosion and Sediment Control
1
LS
5,000.00
$ 5,000.00
60%
$ 2,000.00
NPDES Permitting
1
LS
1,500.00
$ 1,500.00
100%
$ -
Traffic Control
1
LS
1,000.00
$ 1,000.00
0%
$ 1,000.00
3" Asphalt
4407
SY
10.50
$ 46,273.50
0%
$ 46,273.50
2" Asphalt Offstreet Parking
356
SY
8.75
$ 3,115.00
0%
$ 3,115.00
9" Class 6 ABC
1590
CY
38.00
$ 60,420.00
0%
$ 60,420.00
2'-6" Mountable C&Gutter and 4' Sidewalk
1822
LF
28.00
$ 51,016.00
0%
$ 51,016.00
2'-6" Mountable Curb & Gutter
911
LF
16.00
$ 14,576.00
0%
$ 14,576.00
Concrete Cross Pan with Aprons
1035
SF
5.00
$ 5,175.00
0%
$ 5,175.00
Handicap Ramp
7
EA
1,100.00
$ 7,700.00
0%
$ 7,700.00
Class I Ground Sign
3
EA
200.00
$ 600.00
0%
$ 600.00
Subtotal =
$ 302,375.50
$ 207,375.50
Potable Water
8" C900 Water Line
1296
LF
22.00
$ 28,512.00
100%
$ -
8" Gate Valves
8
EA
1,120.00
$ 8,960.00
100%
$ -
6" C900 Water Line
40
LF
20.00
$ 800.00
100%
$ -
3/4" Water Service
35
EA
900.00
$ 31,500.00
100%
$ -
Fire Hydrants
4
EA
3,900.00
$ 15,600.00
100%
$ -
Connect to Existing Water Stub
3
EA
1,150.00
$ 3,450.00
100%
$ -
Subtotal =
$ 88,822.00
$ -
Sanitary Sewer
8" SDR 35 Sewer Line
1254
LF
28.00
$ 35,112.00
100%
$ -
Sewer Manhole
10
EA
2,600.00
$ 26,000.00
100%
$ -
Connect to Existing Stub
1
EA
1,150.00
$ 1,150.00
100%
$ -
4" Sewer Service
36
EA
700.00
$ 25,200.00
100%
$ -
Subtotal =
$ 87,462.00
$ -
Miscellaneous Construction
4' Shallow Utility Trench
1357
LF
6.00
$ 8,142.00
0%
$ 8,142.00
4" Electric Conduit Installation
1357
LF
1.50
$ 2,035.50
0%
$ 2,035.50
4" Telephone Conduit
1357
LF
3.00
$ 4,071.00
0%
$ 4,071.00
2' Shallow Utility Trench
554
LF
3.50
$ 1,939.00
0%
$ 1,939.00
Transformer Vault Excavation
6
EA
250.00
$ 1,500.00
0%
$ 1,500.00
4" Conduit Sleeving @ Roadway Intersection
227
LF
4.00
$ 908.00
0%
$ 908.00
6" Conduit Sleeving @ Roadway Intersection
227
LF
4.00
$ 908.00
0%
$ 908.00
Demolition
1
LS
2,000.00
$ 2,000.00
0%
$ 2,000.00
Street Light Pole
10
EA
1,500.00
$ 15,000.00
0%
$ 15,000.00
Survey
1
LS
16,000.00
$ 16,000.00
20.563%
$ 12,710.00
Subtotal =
$ 52,503.50
$ 49,213.50
Subtotal =
$ 531,163.00
$ 256,589.00
5% Contingency
$ 26,558.15
0%
$ 26,558.15
2 1/2% Construction Testing
$ 13,279.08
0%
$ 13,279.08
2 1/2% Bonding
$ 13,279.08
0%
$ 13,279.08
Total =
584,279.30
$ 309,705.30
1. Costs are based on the Engineer's Estimated Construction Costs Prepared by High Country Engineering, Inc. on 12/07/05 (attached for reference).
2. Mountain Cross Engineering, Inc. has no control over the cost of labor, materials, equipment, services furnished by others, or market conditions
therefore does not guarantee that proposals, bids, or actual construction cost will not vary from the above opinion of cost.
•
7.20(5U. 4:5UPNI'M.. •LEAVENWORTH & KARPI EEINU
i--
WErP
A 9
June 20, 2005
NO. 343
HC E 1OB NO: 2021055.04
Vcastest.pt4A 6 c it0tD D-xlg
ITEM
QUANTITY UNIT COST COST
S20 _00
120,000.00
~
Earthwork
1 •l -S- $701000.00'. 1'/0 000.00
T_Vsoil Stripping and Stockpile -4-
I ILS. • 210,000.001 110,000.00
Drill seed and Ffydrotnulob 1 SL S SG.Ofl0.00i S6 000.00
Erosion and Sediment Control:LS. 55,000.00' - 35,000 00 .
_,t
NPDES Permitting 1 1. -S. 11,500.001 51,500.00
_ .
hart Control j 1;3-S- • $1,000.00; $1 000.00
3" Asphalt 4407.S.Y. $1050 146,273.50
2" Aspitalc OiPstreet pat IauB ; 355 s.Y. ? mS.75i $3,115.00
9" Clara 6 ABC anderA ,hath trona pans, sorb & war and 1590 €C Y. $35.00'$60.410.00
" Mow:abie Cwb & Outter & 4' $idevealk ��-1822
L.F. i 3211.001 $51,01630
2'-6" Mountable Ciub & Gutta, 9t1�I..P_
116.09__,I)
Concrete Cross Pan with Aprons ; 10354SY. `-. 55.00` 55,175.00
_
Handicap Vamp 7 Each E SI,100I 577700.00
Class 1 Gtouttd 3i>�1(8aeet,Stap, SQtxdl,Yield) t 3 Each 1 5200,401 S600A0
— -- - _�......r. IUB AL $5 375.50
sriec inc- trenehinE& fitiilw; aetvice lbart*:ials provided by ow{ier—
$" C500 Waterline i, 1296.1..F. 522.000 128.512.00
_
8„ Gabe Valve • ! 121Pach S1,120.00i $8,960.00
6" C900 Waterline i 40lL.F. 520.40; $800.00
3/4" Water Service wt Sine Meter Pit '? 359Encb 1._, 5900.004 $31,5Q 00
Valli drant AassmblY4� Fah i S3,900.001 $15 600.00
Cotttuct to Existing Wate r Stub 1 3; Each 51,150.0 S3 450.00
5 ISUN TOTAL ' S88 822..00
- Tricc inaludas tnnolling and M inp— i .
8" SDR35 Sewerfne " 1254:L.P. 328.00: $35,112.00
8"
4' Dla. Manhole 1 10:Haab - =.600.00i 526,000.00
Connect to flsdbtiro= Sewer Stub i i iib 1 $ t15, 0. 91,150.00
S` Sewer Service Miliacb.___jr__ 5700.00' 525.200.00
1
:SUB
TOTAL 8$7,/42.00
•1Yench
4' Shallow Utility 1357LP. 1 56.00 i 58,142.00
4" electric Conduit Installation (conduit furnished by utility) i_ I357;LF- c $1.50: $2,03550
_
rt^Telephone Cattduit (tonduitilartishcdbycontractor) 1.357;L -F- • 5309_,I $4,071.00
2' Shallow UO2/ Trench 554; L.F. . S3.901 $1,939.00
Transfcmiler Vault Excavation; 6'Each 1 5250.00 11500.00
d" Conduit Slee Roadway Intersections i 227;1..F_ 1 Sd_o0 5908.00
54 00 $908
6' Conduit Sleevirl� Roadway htostsecdorls �7 X.F. .
epn Lane 1 tLS. 12,0 0�; 12,000.00
Damliti
Street Light Pole CUD_ 1 10':6 1----$1,500.00; , 111,000.00
gum, 1iL� S. ' $16,000.0____24_:_,7 $16,000.00
-- j
1 i ;SUB TOTAL SS2 3.50
;SUS TOTAL , 5531,163.00
i
Po 54s Consia talc l . 826 558.15
L i a 1296 Construetion Ttstingj $13,219.08
'•.l .i . . r2112%Bondin 513,279.05
L-
- NOTAL S584,279.30
trnm
the CStimslc do not inch en�duvmg sm icca, vmvcylnS, hp ¶, COM bOO a�cnrsn:m�oa or un7�b Bali co,�6. r,-.,..;. r.......•,...,
cannot Oe gala respofls bk for wait= Wait =dental: octroi torts maYwY knit la bidding. flail contracting tett market
ACKNOWLEDGEMENT OF PARTIAL SATISFACTION
SUBDIVISION IMPROVEMENTS AGREEMENT
KNOW ALL MEN BY THESE PRESENT that:
WHEREAS, Darter, LLC (hereinafter "Owner"), entered into a Subdivision Improvements
Agreement with the Board of County Commissioners of Garfield County, Colorado (hereinafter
"Board"), recorded in Book 1754, at Page 986 as Reception No. 688326 of the Garfield County
records on December 14, 2005, for the improvements of Phases C & D of Valley View Subdivision;
and
WHEREAS, an irrevocable Letter of Credit was delivered to the County in the amount of
$515,279.30 in order to secure the subdivision improvements to be constructed by the Owner as
require3d in the SIA; and
WHEREAS, the obligations of the Owner have been partially satisfied in part, as verified in a
statement from Chris Hale, Mountain Cross Engineering., dated August 4, 2006 that work has been
completed consistent with improvements described in the Subdivision Improvements Agreement.
NOW THEREFORE, at the request of the Owner and in consideration of the premises and
prior agreements, the Board hereby acknowledges the partial satisfaction of the Subdivision
Improvements Agreement entered into by the Owner and the Board for the release of security in the
amount of $22,003.50 for work completed consistent with improvements described in the
Subdivision Improvements Agreement leaving a balance in the irrevocable Letter of Credit of
$287,701.80.
STATE OF COLORADO
)ss
COUNTY OF GARFIELD )
By:
Chairman
The foregoing instrument was acknowledged before me this day of
, 2006, by John Martin, as Chairman of the Board of County Commissioners of
Garfield County, Colorado.
WITNESS my hand and official seal.
My commission expires
Garfield County Clerk
August 04, 2006
RECEIVED
AUG 0 7 2006
Mr. Mark Bean GARFIa LD COUNTY
Garfield County PlanningBUILDING & PLANNING
108 8th Street, Suite 401
Glenwood Springs, CO 81601
MOUNTAIN CROSS
ENGINEERING, INC.
CIVIL AND ENVIRONMENTAL CONSULTING AND DESIGN
RE: Security Reduction No. 5 for Valley View Village, Phases C and D
Dear Mark:
It is the purpose of this correspondence to confirm the work performed to date by Mays Concrete on
Valley View Village, Phases C and D. Based on the attachments, the following has been completed
since the last Security Reduction request on June 8, 2006:
• Mobilization: additional 10% complete: $20,000 * 10% = $2,000
• Erosion and Sediment Control: additional 10% complete: $5,000 * 10% = $500
• 4' Shallow Utility Trench: 100% complete = $8,142.00
• 4" Electric Conduit Installation: 100% complete = $2,035.50
• 4" Telephone Conduit: 100% complete = $4,071.00
• 2' Shallow Utility Trench: 100% complete = $1,939.00
• Transformer Vault Excavation: 100% complete = $1,500.00
• 4" Conduit Sleeving @ Roadway Intersection: 100% complete = $908.00
• 6" Conduit Sleeving @ Roadway Intersection: 100% complete = $908.00
In the professional opinion of Chris Hale, as a professional engineer licensed in the State of
Colorado, #35964, and a representative of Mountain Cross Engineering, Inc, the total amount of
security could be reduced by $22,003.50, the above total amount.
The previous security, less previous reductions should be $309,705.30. This amount less the
$22,003.50 would reduce the total from $309,705.30 to $287,701.80.
Feel free to call if any of the above needs clarification or if you have any questions or comments.
Sincerely,
Mount 41n Cross . n: ineering, Inc.
Chris Hale, PE
Attachments
C: Mr. Chad Hensley,. Grace Homes
826 1/2 Grand Avenue • Glenwood Springs, CO 81601
PH: 970.945.5544 • FAX: 970.945.5558 • www.mountaincross-eng.com
Valley View Village
Phases C and D
OPINION OF PROBABLE COST for
Security Reduction
AUGUST 04, 2006
Description
Quantity
Units
Price
Cost
Percent
Complete
Remaining
Cost
Grading and Earthwork
Mobilization
1
LS
20,000.00
$ 20,000.00
80%
$ 4,000.00
Earthwork
1
LS
70,000.00
$ 70,000.00
95%
$ 3,500.00
Topsoil Stripping and Stockpile
1
LS
10,000.00
$ 10,000.00
100%
$ -
Drill Seed and Hydromulch
1
LS
6,000.00
$ 6,000.00
0%
$ 6,000.00
Erosion and Sediment Control
1
LS
5,000.00
$ 5,000.00
70%
$ 1,500.00
NPDES Permitting
1
LS
1,500.00
$ 1,500.00
100%
$ -
Traffic Control
1
LS
1,000.00
$ 1,000.00
0%
$ 1,000.00
3" Asphalt
4407
SY
10.50
$ 46,273.50
0%
$ 46,273.50
2" Asphalt Offstreet Parking
356
SY
8.75
$ 3,115.00
0%
$ 3,115.00
9" Class 6 ABC
1590
CY
38.00
$ 60,420.00
0%
$ 60,420.00
2'-6" Mountable C&Gutter and 4' Sidewalk
1822
LF
28.00
$ 51,016.00
0%
$ 51,016.00
2'-6" Mountable Curb & Gutter
911
LF
16.00
$ 14,576.00
0%
$ 14,576.00
Concrete Cross Pan with Aprons
1035
SF
5.00
$ 5,175.00
0%
$ 5,175.00
Handicap Ramp
7
EA
1,100.00
$ 7,700.00
0%
$ 7,700.00
Class I Ground Sign
3
EA
200.00
$ 600.00
0%
$ 600.00
Subtotal =
$ 302,375.50
$ 204,875.50
Potable Water
8" C900 Water Line
1296
LF
22.00
$ 28,512.00
100%
$ -
8" Gate Valves
8
EA
1,120.00
$ 8,960.00
100%
$ -
6" C900 Water Line
40
LF
20.00
$ 800.00
100%
$ -
3/4" Water Service
35
EA
900.00
$ 31,500.00
100%
$ -
Fire Hydrants
4
EA
3,900.00
$ 15,600.00
100%
$ -
Connect to Existing Water Stub
3
EA
1,150.00
$ 3,450.00
100%
$ -
Subtotal =
$ 88,822.00
$ -
Sanitary Sewer
8" SDR 35 Sewer Line
1254
LF
28.00
$ 35,112.00
100%
$ -
Sewer Manhole
10
EA
2,600.00
$ 26,000.00
100%
$ -
Connect to Existing Stub
1
EA
1,150.00
$ 1,150.00
100%
$ -
4" Sewer Service
36
EA
700.00
$ 25,200.00
100%
$ -
Subtotal =
$ 87,462.00
$ -
Miscellaneous Construction
4' Shallow Utility Trench
1357
LF
6.00
$ 8,142.00
100%
$ -
4" Electric Conduit Installation
1357
LF
1.50
$ 2,035.50
100%
$ -
4" Telephone Conduit
1357
LF
3.00
$ 4,071.00
100%
$ -
2' Shallow Utility Trench
554
LF
3.50
$ 1,939.00
100%
$ -
Transformer Vault Excavation
6
EA
250.00
$ 1,500.00
100%
$ -
4" Conduit Sleeving @ Roadway Intersection
227
LF
4.00
$ 908.00
100%
$ -
6" Conduit Sleeving @ Roadway Intersection
227
LF
4.00
$ 908.00
100%
$ -
Demolition
1
LS
2,000.00
$ 2,000.00
0%
$ 2,000.00
Street Light Pole
10
EA
1,500.00
$ 15,000.00
0%
$ 15,000.00
Survey
1
LS
16,000.00
$ 16,000.00
20.563%
$ 12,710.00
Subtotal =
$ 52,503.50
$ 29,710.00
Subtotal =
$ 531,163.00
$ 234,585.50
5% Contingency
$ 26,558.15
0%
$ 26,558.15
2 1/2% Construction Testing
$ 13,279.08
0%
$ 13,279.08
2 1/2% Bonding
$ 13,279.08
0%
$ 13,279.08
Total =
584,279.30
$ 287,701.80
1. Costs are based on the Engineer's Estimated Construction Costs Prepared by High Country Engineering, Inc. on 12/07/05 (attached for reference).
2. Mountain Cross Engineering, Inc. has no control over the cost of labor, materials, equipment, services furnished by others, or market conditions
therefore does not guarantee that proposals, bids, or actual construction cost will not vary from the above opinion of cost.
4
7.20()5 4:5U01 -.LEAVENWORTH & KARPIEEHING
NO. 343
Itmc 20,2005
WE JOB NO: 2021056.04
eecettafremAzszCANDDxis
ITEM
QUANITTY UNIT COST COST
Mobilization
IILs
1:20,130(1o0i
520,000.00
Earthwork 1 1. L9-=-- $70,000.00'.
_S.
S70 .00.00
SIO ,00o.00
S6 000.00
Tgeoil Stripping and Stockpile +
1 ELSl0 000 100
l SL•S. 16 000.001
Thrill Beed and Hydmmulcb
Erosion and Sediment Control 1 iL.S• SS,000.00 •
55 "40.00
NPDESPermitting
; 1 LS• i S 500.00!
-t---
1;1....S. •_ S1,000.00;
Sl •0.00
51 000.00
Traffic Control
3" Asphalt
I. 44071S.Y. ; S10.90'
356,S•Y• $8.75;
546,173.501
53 115.00
a" Asphalt offstreet Prig
9" Class 6 ABC wader • -halt cross ••• s, crib &; strand araban
. 1590tC.Y. $38.00;
160,420.00
2'-6" Mountable C uib & Guth & 4' Sidewalk
18221L.P. i 528.001
911 LR 516.001
# 10351SF. `: 55.00`•
551,016-00
$14 76.00
551175.20
2'-6" Mountable Club & Cutter
Concrete Cross Pan with Aprons
Handicap Ramp •
7 Each t S1,100�
3;Eaach 5200,001
5,700.00
5600.00
Class I Ground Si�rxt (Sasec,Ssatst SQeedf Yd}
-
SUB AJ
53 375.50
528.512.00
58,960.00
inc. rrenehia� & lrstdagf.; service materials
•Itire
S' 0900 Waterline
12963..F. L 522.00]
8" Gate Valve
{>
i 8jEach t 51,120.001
6" 0900 Waterline,
40+LF. ; $20.00'
5800.00
531,5010.00
515,600.00 •
53 450.00
314" Wats Setrvioe w/ Si C Meter Pit
h 351E h ; soon,
Fur Hydrant Assembly
1 4tbach 53,900.00
i 31 -Each ; 31,150.00;
Connect to Existin: Water Stab
e 5 ,StlB TOTAL ,
588 82.2.00
j 1254=.L2. i 528.00:
•
$35,112.00
--price includes trc0ching and fitting-
8." SDR35 Sewer -line
4' Dta. Manhole
; 10.Bach 1 32. 00.00i
526,000.00
51,150.00
Connect toByvstina3srvaStub
4' Sewer Sm -vice
I'Ele2t i SI1_000'
36iiEach 5700.001
5251200.00
587, L00
•
1 :SUE TOTAL i
1357 L.F. 56.001
38142.00
4' Shallow 1.761it , "rr tch
4" electric conduit installation (canduit furnished by uuh y)
- 1357;1_F•51.50', 52,03530
, 13 5; .1...F.' S3 001 '4 071.00
____13_:_50-1_______1113_94
A" Telephone Conduit (conduit furnished by contractor)
2' Shallow' Utility T•enc11554L.F•
'1'ransibmter Vault 2xcavatiort w
6!Each ; 5250.00 I,,9
d" Conduit Sleeving �Rnadwaly lrttr8aalon8
i 2274-f -ISd_
5908.00
6" Conduit Sleevinv2 Roadway kloansgcdods
227 ;LF. 54.00;
5908.00
Dealolltion ere Lane
1;L.$. a-- 52 D2 00.00
$2,000.00
Street Light Pole tCjP) Y.-,".
10`:Each 1 SI 00.00'
1',LS. ; $1.5 000.00
515,000.00
S16,000.00
Survey
1-----1-
1 ;SUB TOTAL '
SS2 3.S0
_
;51131 TOTAL
5531463.00
126.558.15
313,279.06
613,279-08
�M
5% Contingence
i 2 1/29k Cocrscuetion Te tin]
-,r
~'j .�
irlldBonding
-- � iTOTAL :
5584,279.30
-71"
Ste csnnittc do nos include wheaai8 semcco, airr"eying. tap Saes, aarzmecnoe 211n14»ratioq or un1i9' sail coma Hi b Country
=nor b bald tesponslbk for varisaces 8o1a id =irate as actual cots ;nay very silo m bidding. Eitel ooatraaing and market
Jia! -27-06 12:38pm From -RAYS CONCRETE INC,
Darter, LLC
785 Valley Ct.
Grand Junction, CO 81505
CONTRACT 1D: 153652
Valley View Village Phs C & D
LOCATION: Battlement Mesa, CO
PO 0952
Item
Description
01 ROADWORK
02 Mobilization
03 Earthwork
04 Boulder Splitting
05 Construct Retaining Walls
06 Riprap Chni to Detention Pond
07 Erosion Control Slope Matting
08 Erosion & Sediment Control
09 3" Asphalt Paving for Streets'
10 Asphalt Parking Areas
11 Adjust Manhole Rings to Final
12 Adjust Wtr Valve Boxes to Fnl
13 Cl 6 Agg BaSe Course
14 6'4" Mono Driveover C&G, SW
15 30" Driveover Curb & Gutter
16 Combo Fitters, Crosspans, ADA
17 4' Wide Concrete Scupper
18 CI 1 Ground Sign (St. & Stop)
19 Traffic Control
20 SEWER
21 Connect to Existing Stub
22 8" SDR 35 PVC Sewer Main
23 8" SOR 35 PVC Swr Main Stub
24 Concrete Sewer Encasement
25 Standard 48" Manhole
26 4" SDR 35 PVC Sewer Services
27 Rmv Exst Gate Valve & Stub
Units
Contracted
9702452661 T-603 P.01/02 F-267
CONTRACTORS
2399 River Road
P.O. Box 4150
Grand Junction, Colorado 81502
(970) 243.5669 • Fax (970) 245-2661
INVOICE ID: 8449
DRAW ID: 15365200014
DATE: July 27,2006
CUSTOMER ID: DA10004
Unit of
Measure
Unit
.Price
Total Units
In Place
Units in
Place this
Period
current
Billing
1.00 LS 33,000.00
1,00 LS 100,000.00
12.00 EA 275.00
8,800.00 SF 3,00
1.00 LS 1,825.00
2,355.00 SY 7,00
1.00 LS 8,500.00
4,600.00 SY 10.00
3,200.00 SF 2.00
10.00 EA 480.00
12.00 EA 200.00
1,525.00 CY 33.00
1,795.00 LF 22.00
825.00 LF 15.00
1,650.00 SF 5.00
1.00 EA 1,500.00
3.00 EA 412.00
t.00 LS 600.00
2,00 EA 530.00
1,214.00 LF 30.00
40.00 LF 30.00
20.00 LF 52.00
10-00 EA 2,010.00
35.00 EA 580.00
1,00 EA 500.00
0.80 0.10 3,300.00
0.95
6.00 6.00 1650.00
8,800.00
0.70
1.00
1,214.00
51.00
10.00
35.00
0.10 850.00
INC.
TERMS: Net due upon receipt of invoice. Finance Charge: Interest at the rate of 2% per month (24% annually)
will be Charged on all accounts 30 days past due, together with any costs of collection, including reasonable
attorneys fees, incurred in collecting the amounts due and owing.
Thank You
.Jul -27-06 12:38pm From -MAYS CONCRETE INC,
9702462661 T-803 P.02/02 F-267
item
Description
Units
contracted
Unit of
measure
28 Rmv Exst 2" Blowoff w/ Vlv 2.00 EA
29 8" C900 PVC Water Main 890.00 LF
30 2" Blowoff Assembly 1.00 EA
31 8" Gateway Valve 8.00 EA
32 8" Tee 3.00 EA
33 8" MJ 22.5 Degree Bend 4.00 EA
34 8" MJ 45 Degree Bend 2.00 EA
35 8" MJ 90 Degree Bend EA
36 Standard 5' Bury Fire Hyd Assy 4.00 EA
37 3/4" Water Services 35.00 EA
38 MISCELLANEOUS
39 Utility Trenching & Backfill 2,185.00 LF
40 4" Conduit Sleeving @ Roadway 600.00 LF
41 4" Electrical Conduit 2,185.00 LF
42 4" Telephone Conduit 2,185,00 LF
43 Transformer Vault Exc & Bckfl 7.00 EA
44 6" C900 PVC Wtr Main 475.00 LF
45 6" Gate Valve 2.00 EEA
46 6" MJ 22,5 Degree and 2.00 EA
47 6" MJ 45 Degree Bend 3,00 EA
48 8" x 6" MJ Reducer 1.00 EA
CO 2 LS
CO 01 Fix Manhole Swr Stub/Patch St 1.00
CO 02 Add) Trenching & SIvs PO 952-1 1.00
CO 03 Addtl Overlot Grading PO 962.2 1.00
L
Total
Invoice Sub -total
Retainage Held
Amount due this Invoice
Contract Summary
Original contract amount
Approved changes
Revised contract amount
Invoiced to date
Remaining to invoice
Percent billed
Retainage balance
Darter, LLC
153652Nalley View Village Phs C & D
Unit
Price
Total Units Units in Current
in Plsce Place this Billing
Period
400,00
26.00
1,000.00
1,120.00
450,00
305.00
305.00
305,00
3,325,00
870,00
8.00
3.50
2.00
4.00
350.00
22.00
750.00
250,00
250.00
250.00
9,225.00
6,600.00
4,640,00
35,000.00
558,621.00
82,045.00
618,666.00
361,830.00
256, 836.00
58.49 %
17,850.25
2.00
890.00
7.00
3.00
4.00
2.00
4,00
35.00
2,185.00
800.00
2,185.00
7.00
475.00
2.00
2,00
3,00
1.00
0.75
1.00
0.75 4,950.00
1,00 4,640.00
15, 390.00
15,390.00
-769.50
$14,620.50
Invoice ID: 8449
Date: 7/27/06
Page 2 of 2
Units In
i Place this
I Period
Jun -26-06 03:27pm From -MAYS CONCRETE INC,
Darter, LLC
786 Valley Ct.
Grand Junction, CO 81505
CONTRACT ID: 153652
Valley View Village Phs C & D
LOCATION: BBa llement Mesa, CO
ham
Description
Units
Contracted
01 ROADWORK
02 Mobilization
03 Earthwork
04 Boulder Splitting
05 Construct Retaining Walls
06 Riprap Chili to Detention Pond
07 Erosion Control Slope Matting
OB Erosion & Sediment Control
09 3" Asphalt Paving for Streets
10 Asphalt Parking Areas
11 Adjust Manhole Rings to Final
12 Adjust Wtr Valve Boxes to FnI
13 Cl 6 Agg Base COurse
14 6'4" Mono Driveaver C&G, SW
15 30" Driveover Curb & Gutter
16 Combo Fillets, Crosspans, ADA
17 4' Wide Concrete Scupper
18 CI 1 Ground Sign (St. & Stop)
19 Traffic Control
20 SEWER
21 Connect to Existing Stub
22 8" SDR 35 PVC Sewer Main
23 8" SCR 35 PVC Swr Main Stub
24 ConCrete Sewer Encasement
25 Standard 48" Manhole
26 4" SDR 35 PVC Sewer Services
27 Rmv Exst Gate Valve & Stub
Unit of
measure
9702452661
T-643 P.01/02 F-843
INC.
C O NT R A C T O R S
2399 River Road
P.O. Box 4150
Grand Junction, Colorado 81502
(970) 243-5669 • Fax (970) 245.2661
INVOICE ID: 8346
DRAW ID: 15365200013
DATE: June 25,2006
CUSTOMER ID: DA10004
Unit
Price
Total Units
in Place
1.00 LS 33,000.00 0.70
1.00 LS 100,000.00 0.95
12.00 EA 275.00
8,800.00 SF 3.00 8,800.00
1.00 LS 1,825,00
2,355.00 SY 7.00
1,00 LS 8,500.00 0,60
4,600.00 SY 10.00
3,200.00 SF 2.00
10.00 1=A 480.00
12.00 EA 200,00
1,525.00 CY 33.00
1,795.00 LF 22.00
825,00 LF 15.00
1,650.00 SF 5.00
1_00 EA 1,500.00
3.00 EA 412.00
1.00 LS 600.00
2.00 EA 630.00
1,214.00 LF 30.00
40.00 LF 30.00
20.00 LF 52.00
10.00 EA 2,010,00
35.00 EA 560,00
1.00 EA 500.00
1.00
1,214.00
51.00
10.00
35.00
TERMS: Nei due upon receipt of invoice. Finance Charge: Interest at the rate of 2% per month (24% annually)
will be charged on all accounts 30 days past due, together with any costs of collection. including reasonable
attorneys fees, Incurred in collecting the amounts due and owing.
Current
Billing
Thank Yoi
Jun -26-O6 03:27pm From -MAYS CONCRETE INC,
Item
Description
28 Rrnv Exst 2" Blowoff w/ VIv
28 8" C900 PVC Water Main
30 2" Blowoff Assembly
31 8" Gateway Valve
32 8" Tee
33 8" MJ 22.5 Degree fiend
34 8" MJ 45 Degree Bend
35 8" MJ 90 Degree Bend
36 Standard 5' Bury Fire Hyd Assy
37 314" Water Services
38 MISCELLANEOUS
39 Utility Trenching & Eer <fill
40 4" Conduit Sleeving
41 4" Electrical Conduit
42 4" Telephone Conduit
43 Transformer Vault Ecc & Bckfl
44 6" C900 PVC Wtr Main
45 6" Gate Valve
46 6" MJ 22.5 Degree Bend
47 8" MJ 45 Degree Bend
48 8" x 6" MJ Reducer
Units
Contracted
Unit of
measure
9702452661 T-643 P.02/02 F-643
Unit
Price
Total Units
in Place
2.00 EA 400.00 2.00
890.00 LF 26.00 $90,00
1.00 EA 1,000.00
8.00 EA 1,120.00 7.00
3.00 EA 450.00 3.00
4.00 EA 305.00 4.00
2,00 EA 305,00 2.00
6A 305.00
4.00 EA 3,325.00 4.00
35,00 EA 870.00 35.00
Units in
Place this
Period
Current
Billing
2,185.00 LF 8.00 2,185.00 2,185.00 17,480.00
Roadway 600.00 LF 3.50 600.00 600.00 2,100.00
2,185.00 LF 2.00 2,185.00 2,185.00 4,370.00
2,185,00 LF 4.00
7.00 EA 350,00 7.00 7,00 2,450.00
475.00 LF 22.00 475.00
2.00 EA 750.00 2.00
2.00 EA 250,00 2.00
3.00 EA 250.00 3.00
1.00 EA 250,00 1.00
Total
Amount due this Invoice
Contract Sumrnary
Original contract amount
Approved changes
Revised contract amount
Invoiced to date
Remaining to invoice
Percent billed
Retainage balance
Invoice Sub -total
Retainage Held
556,621.00
15.805.00
572,426.00
346,440.00
225,986.00
60.52 %
17,080.75
Darter, LLC
153652NaHey View Village Phs C & D
26,400.00
26,400.00
-1,320.00
$25,080.00
Invoice ID: 8346
Date: 6/25/06
Page 2 of 2
• •
QUIT CLAIM DEED
THIS QUIT CLAIM DEED made this _ day of December, 2005, between Darter, LLC, a Colorado
limited liability company whose address is 786 Valley Court, Grand Junction, Colorado, 81505 (hereinafter
"Grantor"), and Valley View Village Homeowners Association, a Colorado non-profit corporation whose
address is 786 Valley Court, Grand Junction, Colorado 81505 (hereinafter "Grantee");
WITNESSETH:
That the Grantor, for and in consideration of Ten Dollars and other good and valuable consideration,
the receipt and sufficiency of which is hereby acknowledged, has remised, released, sold, conveyed and QUIT
CLAIMED, and by these presents does remise, release, sell, convey and QUIT CLAIM unto the Grantee, its
successors and assigns, forever, all the right, title, interest, claim and demand which the Grantor has in and to
the following described real property, together with improvements, if any, situate, lying and being in the
County of Garfield and State of Colorado, described as follows:
Tracts I and J in Valley View Village Subdivision in Battlement Mesa
P.U.D., as shown on the final plat for Valley View Village, Phases C and D
recorded in the Office of the Garfield County Clerk and Recorder on
December , 2005, as Reception No.
TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges
thereunto belonging or in anywise thereunto appertaining, and all the estate, right, title, interest and claim
whatsoever, of the Grantor, either in law or equity, to the only proper use, benefit and behoof of the Grantee,
its successors and assigns forever.
IN WITNESS WHEREOF, the Grantor has executed this deed on the date set forth above.
STATE OF COLORADO
ss.
COUNTY OF GARFIELD
By
Darter, LLC
Terry Lawrence, Manager
Acknowledged, subscribed and sworn to before me this
Lawrence as Manager of Darter, LLC.
WITNESS my hand and official seal.
My Commission expires:
I:\2005\Clients\Grace-1238tDocumentsCD open spa= QC.wpd
day of _ , 2005, by Terry
Notary Public
After recording please return to:
Leavenworth & Karp, PC
P. O. Drawer 2030
Glenwood Springs, CO 81602
• •
EASEMENT DEED
THIS EASEMENT DEED made this day of , 2005, by and between Darter,
LLC, a Colorado limited liability company whose address is 786 Valley Court, Grand Junction,
Colorado, 81505 (hereinafter "Grantor"), and Valley View Village Homeowners Association, a
Colorado non-profit corporation whose address is 786 Valley Court, Grand Junction, Colorado
81505 (hereinafter "Grantee");
FOR VALUE RECEIVED, the receipt and sufficiency of which is hereby acknowledged,
Grantor hereby grants and conveys to Grantee, for the sole use and benefit of the residents of Valley
View Village Subdivision in Battlement Mesa P.U.D., Tract J, the buffer, utility, pedestrian and gas
easement, and a private access, egress, ingress, emergency access, drainage and utility easement
for Bryan Loop within Lot 24, as such easements and tracts are depicted on the Final Plat for
Valley View Subdivision, Phases C and D, recorded in the Office of the Garfield County Clerk and
Recorder on , 2005, as Reception No.
No development of any kind, including without limitation fences or any other
improvements, shall be allowed within the easements with the exception of improvements
necessary for the construction of Bryan Loop. The easements shall be owned and maintained by
Grantee in accordance with the terms and conditions of the Master Declaration of Covenants,
Conditions and Restrictions for Valley View Village Subdivision in Battlement Mesa PUD
recorded in Book 1546 at Page 979 as Reception No. 643048.
Provisions of this Easement Deed shall run with the real properties affected by it and shall
be binding upon and inure to the benefit of the heirs, assigns, and successors of the parties hereto.
IN WITNESS WHEREOF, Grantor has executed this Easement Deed on the day and year
written above.
By
STATE OF COLORADO )
) ss.
COUNTY OF GARFIELD )
Darter, LLC
Terry Lawrence, Manager
Acknowledged, subscribed and sworn to before me this day of , 2005,
by Terry Lawrence as Manager of Darter, LLC.
WITNESS my hand and official seal.
My Commission expires:
I:\2005\Clients\Grace- 1238\Documents\PhCD Easement Deed.wpd
December 7, 2005
Notary Public
Page 1 of 1
Please return to: Leavenworth & Karp, PC
P.O. Drawer 2030
Glenwood Springs, CO 81602
• •
December 07, 2005
Mr. Fred Jarman
Garfield County Planning
108 8th Street, Suite 201
Glenwood Springs, CO 81601
MOUNTAIN CROSS
ENGINEERING, INC.
CIVIL AND ENVIRONMENTAL CONSULTING AND DESIGN
RE: Security Reduction for Valley View Village, Phases C and D
Dear Fred:
It is the purpose of this correspondence to confirm the work performed to date by Mays Concrete on
Valley View Village, Phases C and D. Based on the attached, "Summary of Engineer's Estimated
Preliminary Construction Costs", the following has been completed:
• Mobilization: approximately 25% complete: $20,000 * 25% _ $5,000
• Earthwork: approximately 75% complete: $70,000 * 75% _ $52,500
• Topsoil Stripping and Stockpile: 100% complete = $10,000
• NPDES Permitting: 100% complete = $1,500
In the professional opinion of Chris Hale, as a professional engineer licensed in the State of
Colorado, #35964, and a representative of Mountain Cross Engineering, Inc, the total amount of
security could be reduced by $69,000, the above total amount. This would reduce the total from
$584,279.30 to $515,279.30.
Feel free to call if any of the above needs clarification or if you have any questions or comments.
Sincerely,
Mountaain Cross Engineering, Inc
Chris Hale, PE
Attachment
C: Ms. Cassia Furman, Leavenworth & Karp
Mr. John Lawrence, Grace Homes
826 1/2 Grand Avenue • Glenwood Springs, CO 81601
PI -I. (1711 0L1 dd • FA V• 0711 0i1Z ZR • 1AiIAn4i mn. m4nind-rncc_nna enm
•
DEC. 7. 20
One
Cntim9te da not include mitt ur g services, surveying, lap ices, em,serttenon adminisfiatio4 or utility saIi rasa. Hig1t Country
Mellor be nala respOli ible lbr variances Dottie, estimate as lanai tests rely vary due to bidding final contracting and market
June 20, 2005 BCE 30B N0: 2021055.04
Veciatest.rsAnasc.- DD.xie
ITEM QUAN'ITTY UNIT COST COST
Mobilisatioii l L,S. $20,000.00 $20,000.00
)earthwork 1 1,1-,5• t $90,000.00'. $701000.00
Topsoil St2P in8 and Stoe.V.ie _.•, . » I -...}.. _ 1 iL-S. ". $10 000002
Dri11 seed andHxdrumWab '. �1 U-4: $6,000. 9.1 $6 000A0
„w._.SS 00.... -.-• »� ,.,.,..•.
Erosion and Sediment control----.�, ..- .._.._ ------._._-- .�, . -- 1 L.S.
_ __ - _i _ 35 000,00
NFDES_Pernsittie .._......... _ M,�.-._ ___._... r N.�- 1 iL.S. �"...i_ . $1 00.00; ,._. $1 500.0 i
T1afuiccntra1 1ELS- � •W $1,000,80 $11000.0D
__--.�._.., ......, ,...-..,..I..._._._ �..,.. .,..�_. ............
3" Asphalt _ 4407S.Y S10.50 j-
. _ _
2 f1s alt 0_t reet?skih8 VnMM. - p, ,».I,..,�I„ . �,... 256;S.Y. ~.t,.,l,..»- .,--• $8.75; ....,_.§46,273.$0$ i 15.00
9" Class ABC under Asphalts =sumps o, ttrb 8'" svol. and walks 1 15901C.Y. _.!.,» _ $3$.OD -"I.�.,._-S60.420.00
2'-66"' Mountable Curb dti Gutter tic 4' Sidewalk -� i 832aL.F. ---$25.00 i $51,010.00
2`-6" Mountable Curb & Guttae 9i S IL.F. i $16.001 si 4 j26.00
Concrete Cross Pap w►th Aprons 1035 S_F. ' 55.00`• s5 175.00
. •.!-
Handicap tamp.,. .. ,II.�•-y-� ,- -
7`poh l ... $1100.00-1 57 00,00
Class 127295 d 3iE►Icr.52t0Ea Se Yield,,-_._.____._ 3 EaEl'-i____ 52024923„_-_ $600AC
I I._-_ _
B .4x.11,. --..,,•.. Vol- 375.50
.v
=ricc44. uenhing& 1tt s service marerialL Prov deddAtow cr- 3, `
„I,,.I,,..._. --,...--
r C900 Waterline - i -13961-F £22.00) $28.512.00
8" Gate Valve il$ach � ��$11120 OOj -� $8,960.00
6" 0900 Waterliae '� 401LF. i 5A0.001 $800.00
�
I•__n,M-,"„II/,-_M.Ir,��n._..�___.-•T�Nyl.yprl_„�-,.-,•-.-n.. n,.n_. Y.Ir_..m__Y, __
314" Water Service wl Single Meter Pit 't 3S $900, $31,500.00
Fire 14 zrint Aase;ntblz 4;1.5341 1 s,90Q.00 S15y660A0
...., , .I ,.,,-�-_ . ��..._ ..,,.._.. .--
Connect to Fatisk Water Stub +� i 3�41 L eh -1 51,150.00 $3,450,00
-,..,._ _....... ,.�. s t-__
_.-
.- YO'SA. -,----._. UB1 488 822.00
--.... :l
price includes t enti_ im and Rims=
8" 5DR33 Sewerline _._....,,_.__._.,..,,,....--= .„.112544GF, $28.00: '5'',i1170-15
4' Dia. Manhole .----•••--..-, ,.,,--..�...,.__.,.._ . 10 Bach -.. s... ,..,...., M1d00.Ob S2fi000,00
Connectt_E tin $eaverStub...._. selt...t _-.$1,1150a0 ....._ 31,150.00
___-_------.-..-=•,.••III
4' sewer' Service i --
8 Each 4700. '525 200.00
_
;SUB TOTAL ;
$87,462.00
.,•
...,, ''-/:: - ._ - - - - ---------- ---
;i,11:
-
-Utility
4' Shallow UtilTrench __...
' 1357 GF, I $6.00 $8 142,00
_
4" a sat s conduit installat on/conduit fumishad b5 utility),..... j• 13571LF.- $l• i $ 035.50
w • , ,50 ,2,•11.1..•.._
4' Telephone Conduit,�conduitfinrnishsdbecvntraetor M i357;LF. $3.00i- $4,0071.00
t.,-•.
- „,--
2' Shallow Ut litV,.Trench............,.,_"--11......1..1i -- 554;; ... $3.501,,, ,.._,.,.,...-. $1,939.00
f inpsformer vault Excavation ; 6':Eseh 1' 5250,001 $1 500.00
i" Conduit Sleavia... Road wtxinterssctione _ _ i 227 I $4.00• - $$08.00
6" ,'Qu'''it Sleevir (,kaadwa2 va ecc ;..,,.. �......-'''•».-.-.... ....., �.. »...... 2 .L,L,--..I....
1r, to ions ' "aa7;1.�. ,,y,•, �1;a,00� ...$908.00
Dernoliifon�OreTnn l:&ne1....__.,.•..._�.__-.�.. ''''...,.,_.. -1iLS. 52 000.0D, ...$2000.00
crept Pit Pole (C i 10:=241 i $1500. 00' �-$154000.00
Sur 1T $ $16000.00
--C 2
_,S
;
;50H ro1AT,SSZ 503.50
�.-�.---�-- -y�. ...---....,..•-..-_,._._,.---..... r .,.._.,j_- .... iSLJl3OTA[,..._,j.� . $5311163,00
"...--5%cat'A.R.nc'1,1 $36458,15
. .t-......r,..-�
tog---------... ,-_-......-€._
= 21'2% construction Testin 8 � „1-124.7..9.01
__.,,.._.,.-•_.....
,"li Ili.m. «...,..._....__ �.,._,._,.,._,..� ' .I_.,.,.. i/2%Bondin 1,,..,,.....$7 79.05
-TOTAL $584,279.30
One
Cntim9te da not include mitt ur g services, surveying, lap ices, em,serttenon adminisfiatio4 or utility saIi rasa. Hig1t Country
Mellor be nala respOli ible lbr variances Dottie, estimate as lanai tests rely vary due to bidding final contracting and market
•
Valley View Village 5 °xbdivisian-Phases 'C and D'
SUMMARY OF ENGINEER'S;. ESTIMATED
IMINAR ' CONSTRUCTION COST
June 20, 2005
EXHIBIT
I A
HCE JOB NO: 2021056.04
k:\costest-PHASES C AND D.xls
ITEM
QUANTITY
UNIT COST
COST
g and Earthwork
Mobilization 1 L.S: $20,000.00 $20,000.00
Earthwork
1 L.S. $70,000.00 $70,000.00
Topsoil Stripping and Stockpile 4 1 L.S. 1 $10,000.00: $10,000.00
Drill seed and Hydromulch __- 1 L.S. $6,000.00 $6,000.00
Erosion and Sediment Control 1 L.S. . $5,000.00 __—$5 ;000.00
NPDES Permitting _.._..—.___._._...._._._ 1 L.S. $1,500.00 $1,500.00
Traffic Control 1 L.S. $1,000.00 $1,000.00
3" Asphalt 1 4407 S.Y. $10.50 $46,273.50
2" Asphalt Offstreet Parking356:S.Y� -- -- $8:75- $3,115.00
9" Class 6 ABC under Asphalt, cross ans, curb & gutter and walks . 1590 C.Y. 1 $38.00: $60,420.00
2'-6" Mountable Curb & Gutter & 4' Sidewalk 1822:L.F. $28.00; $51,016.00
2'-6" Mountable Curb &Gutter € 911L.F. $16.00: $14,576.00
Concrete Cross Pan with Aprons 1035:S.F. : $5.00 $5,175.00
Handicap Ramp -___...__.__...___....------•- 7€Each - $1,100.00 $7,700.00
Class Ground Sign (Street,Stop, Speed, Yield) 3Each $200.00 $600.00
'SUB TOTAL $302,375.50
Domestic.1 ester
•---price inc. trenching & fittings; service materials provided by owner ---
8" C900 Waterline 1296 L.F. $22.00: $28,512.00
8" Gate Valve 8:Each . $1,120.00: $8,960.00
6" C900 Waterline : 40 L.F. i.$20.00. $800.00
3/4" Water Service w/ Single Meter Pit 35iEach $900.00' $31,500.00
Fire Hydrant Assembly 4Each $3,900.00 $15,600.00
Connect to Existing Water Stub 3Each i $1,150.00 $3,450.00
`SUB TOTAL $88.822.00
-_-price includes trenching and fittings_-
8" SDR 35 Sewerline i1254L.F. 0
$28.0 $35,112.00
4' Dia. Manhole 10:Each $2,600.00 $26,000.00
Connect to Existing Sewer Stub lEach $1,150.00; $1,150.00
4" Sewer Service : 36.Each $700.00 $25,200.00
• :SUB TOTAL ' $87,462.00
4' Shallow Utility Trench 1357: L. F. $6.00; $8,142.00
( y utility) - - e ectrtc conduit installation conduit furnished b- 1357 L.F. - _ -•
4" TelePhone Conduit conduit furnished bycontractor)
__........._........... .--------._...._ _..._.__._µ 1357 L.F. _......1.._......_..__...._$3.00€ $4,071.00
2' Shallow Utility Trench _........._.._..__...._._..._. __........__............._. ___. _. _. _. 554: L.F. $3.50 $1,939.00
Transformer Vault Excavation 6 i Each $250.00 $1,500.00
4" Conduit Sleeving -------_._.__._._._...�.___..._._...
mg COC Roadway Intersections __...._ ._. _._. 227'•.L.F. $4.00 $908.00
•
6" Conduit Sleeving @ Roadway Intersections 227: L. F. $4.00 $908.00
Demolition (Gregory Lane) 1 L.S. $2,000.00
Street Light Pole (CIP) 10 Each
Survey __...._...._.._ 1 L. S.
$1.50: $2,035.50
5617....
b
These bids
Engineering,
fluctuations.
$1,500.00 $15,000.00
$16,000.00_ $16,000.00
SUB TOTAL
$52,503.50
_.__._._._....._.._.. SUB TOTAL $531,163.00
5 %Contingency $26_558:15
2 1/2% Construction Testing -- $13,279.08
i :21/2%Bonding $13.279.08
•
TOTAL 1 $584,279.30
engineering services, surveying, tap fees, construction administration or utility soft costs. High Country
ible for variances from its estimate as actual costs may vary due to bidding, final contracting and market
DEC. 7, 2005 4:50FM'IMELE \NORTH & K \JO. 343 P.
' . . .. . .
•
1 ' • • —
June 20, 2005
• - .. ... —:- ,
r
• j
-
HCE .103 NO: 2021056.04
P...4ceptest-liumms c .- D axle
ITEM
QUANT/TY UNIT COST
COST
. ....
__.
.. .. . .. . ..... . ... _ ..
_
Mobilisation
I L.S.520,000.00
I
520,000.00
Earthwork
.7.F_IM.1.§Y.33.122,,T.IVT1 _Stolile „_,.,._.,... .......
.2.rig-Et4n-1..ng.T.g.?ulEL.... .,
Erosion and Sediment 'Control
NPDES Jier.r.niti.n.g.. Mg,. II
Traffic Control
1" Asphalt
1 , L,s. I. $70,000.00!
$70 000.00
$6 oo6.65
,,...111,ps2,00
,
51 000.00
$46,273.50
ss iMo
L- . •
1 I LS. 1 sis poO.ocii
1 i LS. ; 53,000,00i
!.r... . i •
;v/
1 il.-S • $1 000.00;
4407 S.'"r. ' SICL)1...
.
, $5.7s 1
2,'2.4s..allt Oft -street Purkiak ......,.,. ,. .
r Class 6 ABC under ,cylhaiss.eass_par)1,ciwtb & t4ter arur
Walks
'1590 tO.Y. i $38.00°
...i............emili..../...omm
,+_...._.! 18221L.F. ; 323.001
i
I 5111.F- i $16.00L
1...
' I0351S_F $5 00i
S60,420.00
-51,01a-90
$14,576.00
S5 175.00
2'-6" Iviountable Curb i Outter & 4' Sidewalk
2'-6" Mountable Curb & Clutter
Concrete Cross Pan with Ayrons
7
' Zach i si lob.
j 3 irsach, 5,200 00
57 700.00
$600 00
&HI Ofound Sign (Street Sloe Speed Yield?
;
AL
$302 375.50
• , . . .. ..... __
-•-• - • • - .
=mice iltc. trensh•irm# Atte,. ..........................................
r C900 Waterlfne
_ _ . _ _ .. ___ ..
j
$28,51E00
SS 90
, 60.0...
S800.00
....4L 1296;1-F, i $22.001
. -L.1.20_
1 3 Era71 1S100i
8" Gate Valve .
6" C900 Waterline__.
____
3/4' Water Service ve SinFle Meter Pit
-... ,.
. 11.-F. ; 320 00i
40
i 35 Much $900.0_04
J ....4___
Each i 33,900.00%
3 3 .
1 3rEach j S1,150.661
$31,500.00
16 00.00
$6
2
Fire Htcirant Assembly .4-
Connect to Exitig Water Stub
.,
$3 450.00
_....t_
822.00
:SUN TOTAL i888
. •
. • : • ... • . .. •
.... _...._ _.... . __.
--zrice i7,11.1q08 Irenctiatas411Mia, ..r=___...............
8" SDP. 33 Sewelle
_ .
,
. . .
y.5,112q0
ig,656:66
. 61,150.00
I35200.00
„.„_i__11544...F. __I..... ....... ..... $28.00:
. ill Eac-Ti t S2 ioo.o-ol-
... r . Iiseh i __...111150,294
"1 '''' 361E16_4 S700.001
4' Ma. Manhole
_._. .,....,,,
4" Sewer Service
.....m.xlmoamplantram...
.
$€1,462.06
o .
1 SUB TetA17
1?:::i.:;•;7;.',;;;;, -
---- --
4' Shrallow tjtility Trench
4; .. ke."5":5i909itk)FspatoEonsluit furaiu'lidy_Lstilieg)
• - "•-
.....
-•
' 1357 L,F, 1 $6 001
_i__ 1357:L.F. ...,.i..,___ $ I ,30.11035.S0
'' -125r.L.F. ' Sr.001-- - '
$8 142.00
....t
- $4 07l .00
sa,93s.00
$1 300.00
5008.00
$90g.00
1,
1s6.,giRti5o
d56
7ti" Telephone don'duit conl.i. it funlished.by e.oturactor/.._
In / Mlle 1•1 MI 111
2Shallow UtilikIrench
Iiiiiiiii ....................... . Vlau 1 ft ,:ciavatoni
4CO9C3U it SlIvirig.. Roadwax Itgarseetions.
6" COMalilit Sleevino Roadway boarseetions
i 554 ;L-Fi si70 1
6!Each i 8250.00:
i 2271:1..f. I saor
-
l 227 r1...F. a 134,00;
1I_5.
laa„MR174C.M. FY..../A19......-......... --.....-,----.
§4-1eiltOt
_4...„..__,,S6633614:::::::::12906156
000
5i 1Ii—Et7.24 ,— ._-..... iEt,6j22-.0061,_._„,,...
___...........__1
,a
iSUB TOTAL t
S52 503.50
. . . .._. ._ ...___
. .
.... -•
;SUB TOTAL 1
I ,..1 +.-+— 111
Si4 Contingency.'
$53111§3,00
$28.1q
51.3279.os
i5S4,279.30
.,m,••••••mosammommimeup.•01=1,11.1•1•4ma=lm -4.
; 2 li2i4 Construction TestwAl
. .2 1/214BortdinA
;
-55iAL— •
. . h_...._...._—.
•
ne
the eglinate net Include engneerina *crimes, surveying, tap fess, ethstInseriee admstrator' or Malty son eosZ. Hies Coustry
minor be ilind r*SPOI1gible for vaiticeo Rom itt estimate as actual cors rev vary due to bidding, nuiemiramsngaid market
•
A WestWater Engineering
2516 FORESIGHT CIRCLE, #1 GRAND JUNCTION, COLORADO 81505 (970) 241-7076 FAX (970) 241-7097
November 29, 2005
Bruce Smith, District Manager
Battlement Mesa Consolidated Metro District
P.O. Box 6116
Battlement Mesa, Colorado 81636
RE: Review Comments on Resubmittal of Final Plans for Valley View Village Subdivision,
Phases C & D
Dear Bruce,
We have reviewed the revised Plans for the Valley View Village Subdivision, Phases C & D that
we received from High County Engineering on November 14, 2005. The revised Plans were in
response to our comments dated November 4, 2005. All of our comments have been addressed
and the Plans can be approved for construction. We have requested four full sets of the Plans
once they are approved. We will retain two sets at our office, and forward two sets to the District
for your use during construction.
We have not been notified of a construction schedule or the Contractor selected by Grace Homes.
Unless we hear from you differently, we assume that the District will provide inspection services
during construction. The District should also check with Garfield County to ensure that the
County has approved the Plat and Plans and all of the County's requirements have been met.
Please let us know if you have any questions regarding the final approval of the Valley View
Village Subdivision, Phases C & D.
Respectfully,
04,\/(1,
Stephen T. LaBonde
Project Manager
STL/bw
cc: Darin Carei, Grace Homes
Dan Dennison, High Country Engineering
Fred Jarman, Garfield County
Ted Anderson, Battlement Mesa Metro District
09/28/2005 WED 16:35 FAX 97052 0103 GRACE HOMES
Il
STATEMENT OF AUTHORITY
•
I, Terry Lawrence, as Member of Darter, LLC, a Colorado limited liability company whose
primary address is 786 Valley Court, Grand Junction, CO 81505, hereby authorize David H.
McConaughy, Esq., to act on behalf of and by the authority of Darter, LLC in all matters relating to the
development of Valley View Village Subdivision.
I220051Clients'Grace• 1238\Decumencs\DHM aulhority.wpd
September 28, 2005
Terry Lawrence
Member, Darter, LLC
Dated:
0002/002
• •
Garfield County
INTEROFFICE MEMORANDUM
SURVEYOR
SCOTT AIBNER, P.L.S
To: Fred Jarman, Building and Planning Department
From: Scott Aibner — Garfield County Surveyor
Subject: Valley View Village Sub. Phase C and D in Battlement Mesa PUD - Review
Date: 11/7/05
Dear Fred,
Upon review of the Valley View Village Subdivision, Phase C and D in Battlement Mesa PUD plat, I have
prepared a list of comments or corrections to be made prior to approval for survey content and form.
✓l. Center line and Tract information is needed for the curve at the top of Bryan Loop.
/2. A distance is needed for the north line of lot 23.
Once these comments have been addressed, the surveyor may prepare the mylar for record pending
further requirements from your office
Sincerely,
Scott Aibner
As Garfield County Surveyor
cc Frank Harrington- High Country Engineering, Inc.
109 8 th Street ,Suite 201 • Glenwood Springs, C081601 • (970)945-1377 • Fax: (970)384-3460 • e-mail:saibner@garfield-county_com
• •
GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT
AGREEMENT FOR PAYMENT FORM
(Shall be submitted with application)
GARFIELD COUNTY (hereinafter COUNTY) and
(hereinafter APPLICANT) agree as follows: I I /
1. APP ICANT has submitted to COUNTY an application for V a I I c( V iG
frtJ
��t 0� Slit kd 1 V I s/ � (7I t5GS C I- D (hereinafter, THE PROJE T).
J
2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended,
establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for
the administration of the fee structure.
3. APPLICANT and COUNTY agree that because of the size, nature or scope of the proposed
project, it is not possible at this time to ascertain the full extent of the costs involved in processing the
application. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to
thereafter permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional
payments upon notification by the COUNTY when they are necessary as costs are incurred.
4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of
consulting service determined necessary by the Board of County Commissioners for the consideration of an
application or additional COUNTY staff time or expense not covered by the Base Fee. If actual recorded costs
exceed the initial Base Fee, APPLICANT shall pay additional billings to COUNTY to reimburse the COUNTY
for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid
prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision
plan.
APPLICANT
Signature v 0 2—(k,
ti -Ai 169 -
Date: / (/ / / S
T6 /0/ G\14- 60
Print Name i. C--
Mailing
✓
Mailing Address:
14 IV d J ,t,' e. 770 4) Co
7 t9 A-t(F '
10/2004
Page 4