HomeMy WebLinkAbout20012736 WELBORN SULLIVAN MECK &TOOLEY, RC. 82117th street.Site 500
Denver,Colorado 80202
ATTORNEYS AT LAW Telephone:303-830-2500
Facsimile:303-832-2366
E-mail:wsmt@wsmtlaw.com
Weld County Planning Dept. John E elborn
Stephen JS Sullivan
October 15, 2001 John E.Meek
Keith D.Tooley
"'n1" 1 7 /OW Kendor P.Jones
Via Telefax and U.S. Mail Brian S.Tooley
RECEIVED Thomas C.McKee
Molly Sommerville
Kim Ogle William R.Rapson
Kathryn Haight
County Planner, Weld County Kristen L.Mix
Department of Planning Services Stephen A.Bain
Amy E.Mang
1555 N. 17"h Avenue Danieuevwlletslty
Greeley, CO 80631 Rebecca N.Welbom
Special Counsel
Re: Long's Peak Estates/Daryll and Carol Propp Norman S.Early,Jr.
Township 1 North, Range 68 West Of Counsel
Section 9: NW4; NE4 (portions) Robert E Welber'
Weld County, Colorado
Dear Kim:
As you are aware, this law firm represents RME Petroleum Company("RME Petroleum")
and RME Land Corp. ("RME Land") with respect to an application for land development that has
been filed with Weld County ("County") by Daryll and Carol Propp for property described as
portions of the NW4 and the NE4 of Section 9,Township 1 North,Range 68 West("Property"). The
RME entities own all of the minerals that underlie the Property. They filed a letter with the County
dated August 3, 2001 entitled "Notice of Mineral Interests Owned by RME Land Corp. and RME
Petroleum Company and Objection."
This letter is to inform you that both RME Land and RME Petroleum have worked out
agreements with the Propps for the compatible development or other disposition of the minerals.
For this reason, the RME entities zitbdraw the objection that they filed with the County.
Please provide a copy of this letter to the Board of County Commissioners for the hearing
on the Application.
If you have any questions regarding this matter, please call me.
Very truly yours,
oat)/ 7 3
Molly Sommerville <c
EXHIBIT
I If543
October 15, 2001
Page 2
cc: Marla Jones, Esq.
Tom Marranzino
Don Ballard
Shirley Kovar/United States Exploration, Inc.
Evan Liptstein, Esq./for the Propps
S:\MLS\UnionU.ongPeakEstates\proppwitbdrawobjection.wpd
RINKO, LLC Phone:303-601-9230
Fax:303-277-1583
Rinko,LLC �O'I�IeoUn:�Y IR�aN.GI,liBG�-�F$1Rpt E-Mail:johnrinko@yahoo.com
P.O. Box 28218#16
Lakewood,Colorado 80228
OCT 1 5 20O1°,A
Marna)
TO Lee Morrison
Asst. County Attorney DATE 10/12/01 PROJECT NO. Case No. Z-543
VIA FACSIMILE RE Longs Peak Estates,Daryll and Carol Propp
(970) 352-0242
SENDING ® Attached ❑ Under separate cover 0 Transmitted via
❑ Prints ❑ Reproducibles 0 Specifications ❑ Shop Drawings
® Copy of Letter 0 Change Order ❑
COPIES DRAWING DATE DESCRIPTION
I 10/12/01 Letter to Mr. Kim Ogle,Weld County Department of Planning Services
Regarding Preliminary Information prior to Board Hearing
TRANSMITTED
Z For approval ❑ As requested ❑ For your use 0 For review and comment
REMARKS
Copy of letter to satisfy Conditions 2A and 2B,to be received ten days prior to the Board of County Commissioners Hearing.
COPY TO Kim Ogle with(Z)Enc.
Daryll Propp with(®)Enc. SIGNED /C
Jo Rinko, Jr., Principal
li EXHIBIT
a
Coz45u3
RINKO, LLC Phone:303-601-9230
Fax:303-277-1583
Rinko,LLC E-Mail:johnrinko@yahoo.com
P.O.Box 28218#16
Lakewood,Colorado 80228
October 12, 2001
Mr. Kim Ogle
Lead Planner
Weld County Department of Planning Services
1555 North 17th Avenue
Greeley, Colorado 80631
Subject: Preliminary Information
Longs Peak Estates, Case#Z-543
Dear Kim:
Pursuant to the recommended approval for the Change of Zone application of the above referenced
project, conditions were presented in the Change of Zone Administrative Recommendation(Exhibit 2
of Case Z-543 dated September 4,2001). The conditions listed in Item 2 of page 5 state the
following:
2. A minimum of ten days prior to the Board of County Commissioners Hearing:
A. The applicant shall submit,to the Weld County Department of Planning Services,
either a copy of an agreement with the property's mineral owners, stipulating that the
oil and gas activities have adequately been incorporated into the design of the site or
show evidence that an adequate attempt has been made to mitigate the concerns of the
mineral owners. (Department of Planning Services)
B. The applicant shall submit,to the Weld County Department of Planning Services,
either a copy of an agreement with the ditch company, stipulating that ingress and
egress for the ditch company's maintenance of the ditch,have adequately been
incorporated into the design of the site or show evidence that an adequate attempt has
been made to mitigate the concerns of the ditch company. (Department of Planning
Services)
The following information documents compliance with these two conditions ten days prior to the
scheduled hearing of October 24, 2001.
Kim Ogle
October 12, 2001
Page 2
Mineral Owners Agreement
An agreement with the mineral owners has been attained. Attached is a letter dated October 10, 2001
documenting the agreement between Daryll and Carol Propp,the land owners,with RME Land Corp,
the mineral owners. The complete agreement will be sent by the parties directly to Weld County
under separate cover. The attached letter documents that the mineral owner will withdraw all
objections to the granting of the rezoning.
Ditch Company Agreement
An agreement has been reached with the ditch company, The Farmers Reservoir and Irrigation
Company(FRICO),regarding the design of the ingress and egress for the maintenance of the ditch.
Attached is a copy of the letter from Rinko,LLC to FRICO listing the design elements that address
access and maintenance concerns. FRICO responded to this letter in their letter dated October 11,
2001 (attached), stating that their concerns are satisfied in concept. The final approval will be
addressed after completion of final design. The final design of Longs Peak Estates will adhere to
FRICO's design criteria(attached) and will be submitted for approval to FRICO.
We trust that receipt and review of the attached documents satisfies the intent of Conditions 2A and
2B listed on Page 5 of Exhibit 2,the Land Use Application Summary Sheet. The mineral owners will
provide a withdrawal of all objections directly to Weld County under separate cover as stated in the
attached agreement summary letter. Should you have any questions or require additional
documentation,please do not hesitate to contact me at(303)601-9230.
Sincerely,
.:„,\_____A„,,c1A A.__
John Rinko,Jr., P.E.
cc: Bob Gollick
Daryll Propp
attachments
Rinko, LLC Longs Peak Estates—Case Z-543
Oct 11 01 02: 24p Propp Realty 303-233-3100 p. 1
Post-it°Fax Note 7671 Dais 0
To Mo(
I pages
♦ . From 1 - /
C0Nept. \
Co.
LAW OFFICES OF Phone*
EVAN S. LIPSTEIN PC °
Faxa 3��7 Faro
• 12600 West Colfax Avenue --
■ Sidle C•400 ---�— _
• Lakewood CO 80215 tax:303.232.5161
email:esl@gwest.net
October 10,2001
Moll ommerville, Esq.
We orn Sullivan Meck&Tolley,P.C.
8 Seventeenth Street, Suite 500
enver, CO 80202
Re: Your client:RME Land Corp
Our clients:Daryll and Carol Propp
Long's Peak Estates
Our File No. 01-130
Dear Molly:
Enclosed please find three executed duplicate originals of each of the following documents:
1. Agreement Concerning Mineral Rights
2. Termination of Surface Owner's Agreement
3. Memorandum of Agreement
4. Surface Use Agreement
5. Additional signature pages for the Surface Use Agreement
I am also enclosing Daryll Propp Properties Check No. 1869 payable to RME Land Corp. in the
sum of$1,650.00 as set forth in Paragraph 1.b of the Agreement Concerning Mineral Rights,
and a notice of the hearing before the Board of County Commissioners of Weld County.
As you can see, the hearing is scheduled for October 24, 2001, at 10:00 a.m. I understand that
you will withdraw all objections to the granting of the rezoning which have been filed on
behalf of any of your clients. It would be appreciated if you could provide me with copies of
your letter of withdrawal.
Please have your clients execute these documents and return a fully-executed copy of each to
me. If you need anything in addition, please let me know.
Sincerely yours,
Evan S.Lipstein
ESL:emm
Enclosures
Cc: Daryll and Carol Propp
F
R THE FARMERS RESERVOIR AND IRRIGATION COMPANY
80 South 27th Ave. • Brighton, CO 80601
Telephone: 303-659-7373 • FAX 303-659-6077
O
October 11, 2001
Mr. Daryll Propp
Propp Realty Inc
12600 West Colfax Ave.
Suite B-130
Lakewood, CO 80215
The issues we have regarding Longs Peak Estates have been discussed and stated in the
letter to me dated September 26, 2001. The proposed list to address the concerns of
FRICO does deal with the matters that concern FRICO and in concept satisfy FRICO's
concern.
Please find attached a copy of the letter dated September 26th and FRICO's criteria for
dealing with crossings etc. With these two documents agreements will be finalized as
more detailed plans are presented.
If you have any further questions please do not hesitate to call me.
Sincerely,
C\\\AMR M nA0 t'N
Manuel Montoya
General Manager
LLC Phone:303-601-9230
Fax:303-277-1583
Rinko,LLC E-Mail:johnrinko@yahoo.com
P.O. Box 28218#16
Lakewood,Colorado 80228
September 26,2001
Mr. Manuel Montoya
General Manger
The Farmers Reservoir and Irrigation Company
80 South 27th Avenue
Brighton, Colorado 80601-2602
Subject: Longs Peak Estates
Erie, Colorado
Dear Mr. Montoya:
The development of the property referenced above is progressing and requires input and approval
from The Farmers Reservoir and Irrigation Company(FRICO). Specifically,the Weld County
Planning Department has requested the following:
"The applicant [Propp Realty] shall submit,to the Weld County Department of Planning
Services, either a copy of an agreement with the ditch company [FRICO], stipulating that
ingress and egress for the ditch company's maintenance of the ditch, have adequately been
incorporated into the design of the site or show evidence that an adequate attempt has been
made to mitigate the concerns of the ditch company."
To this end,we are requesting an agreement or letter of understanding from FRICO to Propp Realty
that the concerns you may have are adequately addressed. The due date for this agreement is October
5, 2001. This will allow for receipt of the letter and delivery to Weld County prior to the Board of
Commissioners meeting. This letter should be directed to Propp Realty with a copy to Rinko, LLC at
the following addresses:
Daryll Propp
Propp Realty, Inc.
12600 West Colfax Avenue
Suite B-130
Lakewood, CO 80215
John Rinko
Rinko, LLC
P.O. Box 28218 #16
Lakewood, CO 80228
Mr. Manuel Montoya
September 26, 2001
Page 2
A drawing of the proposed development was delivered to your office on Monday, September 10,
2001 which shows the Farmer's Irrigation Ditch running along a portion of the eastern border of the
property at the southern end of the parcel. Specifically, the ditch forms the eastern border of Lots 5,
6,and 7 and a portion of Lot 4. The ditch turns north and the midpoint of Lot 4, with laterals running
east to west across the central area of the property. We understand that FRICO maintains the main
ditch, and not the laterals. An additional copy of the drawing is attached for your convenience.
The development of Longs Peak Estates has attempted to address concerns that FRICO may have
based on our initial meeting of June 13, 2000 at your offices. The following are highlights of the
design that are relevant to the ditch.
1. The building envelopes for the lots maintain a 100-foot offset from the centerline of the main
ditch and the laterals. Therefore, no houses, buildings, sheds, barns, or other structures can be
placed within 100 feet of the ditch centerline.
2. The design of the open space includes a 30-foot offset from the centerline of the main ditch. The
30-foot open space area includes the 15-foot from centerline ditch right of way. The design of the
open space will include a horse/bike/pedestrian trail and minimal landscaping (xeriscape
design). Ingress and egress to the main ditch will continue to be accessible using the open space
area from the access road.
3. The existing access to the southern portion of the property from the east includes a bridge/
culvert arrangement. This access will be upgraded for an access road in accordance with Weld
County Department of Works requirements, and will include an upgrade of the existing culvert, if
needed,to maintain proper water flow in the ditch.
4. The site naturally drains to the west,away from the main ditch. This flow will be maintained in
the site drainage plan. The laterals are situated at a higher elevation than the surrounding land,
thus minimizing surface flow into the lateral ditches.
5. The laterals will be incorporated into the site design and will be maintained by the homeowner's
association.
We trust these provisions will adequately provide for FRICO's maintenance of the main ditch and
address your concerns. Please confirm this through a letter directed to Propp Realty. Should you
have other issues or topics that need to be addressed, please contact me at your earliest convenience at
(303) 601-9230.
On behalf of Propp Realty, I appreciate your attention in this matter and look forward to working with
you in the future as the project progresses.
Si cerely,
Jo Rinko, Jr., P.E.
cc: Daryll Propp, Propp Realty
enclosure
Rinko, LLC
J
DESIGN REVIEW PROCESS AND
DESIGN CRITERIA FOR FACILITIES OF
THE FARMERS RESERVOIR AND IRRIGATION COMPANY
March 1984
Prepared for
THE FARMERS RESERVOIR AND IRRIGATION COMPANY
80 South 27th Avenue
Brighton, Colorado 80601
303-659-7373
Prepared by
- ....rte
HYDRO-TRIAD, LTD.
12687 W. Cedar Drive
Lakewood, Colorado 80228
303-989-1264
Effective Date: March 7, 1984
FORWARD
The Farmers Reservoir and Irrigation Co. (FRICO) ownes, maintains and opera-
tes an extensive network of canals, reservoirs, and associated facilities in
portions of Jefferson, Boulder, Adams, Weld, and Denver Counties, Colorado.
Water storage and conveyance systems handle water for irriation, municipal , and
industrial use. FRICO facilities and methods of operation can be affected by
development occurring in the region. Development which can adversely affect
FRICO includes , but is not limited to utilities, roads, drainage projects, and
urban development.
This document presents minimum guidelines to be followed by persons and
entities designing projects which will affect facilities and operation of the
FRICO system. These guidelines are in addition to other applicable City,
County, District, or State guidelines and regulations.
TABLE OF CONTENTS
CHAPTER 1 - GENERAL PROVISIONS
1.000 GOVERNMENTAL REGULATIONS
1.100 FRICO REQUIREMENTS
1.200 PROJECTS REQUIRING FRICO REVIEW
1.201 On FRICO Property
1.202 Off FRICO Property
CHAPTER 2 - FRICO REVIEW PROCESS
2.000 REVIEW FEES
2.100 REVIEW SEQUENCE
2.200 REVIEW TIME
2.201 Initial Submittal
2.202 Resubmittal of Revisions
2.300 DESIGN GUIDELINES
2.400 SUBMISSIONS
2.401 Number of Copies
2.402 Certification
2.403 Application
CHAPTER 3 - CONTRACTUAL MATTERS
3.000 LIMITATION OF LIABILITY
3.100 CONSTRUCTION CONFORMANCE
3.200 CERTIFICATION OF COMPLETION
3.300 PERFORMANCE BOND AND INSURANCE
3.400 LONG-TERM MAINTENANCE
3.500 LICENSE AGREEMENT
CHAPTER 4 - GENERAL DESIGN GUIDELINES
4.000 CONFORMANCE TO GOVERNMENTAL REGULATIONS
4.100 MAINTAINABILITY
4.200 ACCESS
4.300 HISTORICAL FLOW PATHS
CHAPTER 5 - BRIDGES, WALKWAYS, OVERHEAD UTILITIES
5.000 BRIDGES AND WALKWAYS
5.001 Clearance
5.002 Construction of Flow
5.003 Footings and Foundations
5.004 Access Roads
5.100 OVERHEAD UTILITIES
5.101 Pipelines
5.102 Telephone and Electrical Power
5.200 UNDERGROUND UTILITIES
5.201 Casing
5.202 Installation
5.203 Cut-off Collars
5.204 Backfill
5.205 Materials and Standards
CHAPTER 6 - CANAL RELOCATIONS
6.000 GENERAL POLICY
6.100 RIGHT-OF-WAY
6.200 DESIGN FLOWS AND VELOCITY
6.300 LINING
6.400 DROP STRUCTURES AND ENERGY DISSIPATORS
6.500 GRAVITY FLOW
6.600 INITIAL OPERATION
6.700 SEEPAGE
CHAPTER 7 - MIXED USE OF RIGHT-OF-WAY
7.000 POLICY
7.100 PRIVATE RIGHT-OF-WAY
7.101 Fencing
7.200 MIXED USE OF RIGHT-OF-WAY
7.201 Bike/Pedestrian Paths
7.202 Maintenance Roads
7.203 Right-of-Way Markers
7.204 Maintenance
7.205 Indemnification
7.206 Vegetation and Landscaping
7.207 Continuing Obligations
CHAPTER 8 - DRAINAGE CRITERIA
6.000 STORM FLOWS
8.001 General Policy
8.002 Existing Conditions
8.003 Proposed Conditions
8.004 Adverse Impacts
8.005 Standards
CHAPTER 9 - WATER QUALITY
9.000 GENERAL POLICY
9.100 TREATMENT
9.200 WATER QUALITY STANDARDS
CHAPTER 1 - GENERAL PROVISIONS
1.000 GOVERNMENTAL REGULATIONS
Various City, County, and State regulations govern the manner in which pro-
jects may be constructed. Many regulations require that irrigation companies
approve project plans before the governmental entity will approve the project
plans IF the project may affect the physical plant and operation of irrigation
companies. This document provides the procedures followed by FRICO in reviewing
and approving or disapproving, projects that may affect FRICO' s operations.
1.100 FRICO REQUIREMENTS
FRICO expressly reserves the right to require projects to be constructed in
accordance with the guidelines set forth herein in order to protect the inte
grity and value of the FRICO system. FRICO also reserves the right to approve
or disapprove any project that may affect FRICO's facilities or operations.
1.200 PROJECTS REQUIRING Fi:ICO REVIEW
1.201 On FRICO Property
Projects or development which affect FRICO property or structures by being
constructed on, over, or under FRICO property must have plans and specifica-
tions approved by FRICO prior to start of construction. These projects include
but are not limited to:
a. Overhead and underground utilities such as natural gas, petroleum pro-
ducts, water, sewage, and compressed air pressure pipelines; telephone
and tele-communications wires and cables; electrical power wires and
cables ; and sanitary sewers, storm sewers, and other gravity-flow pipe-
lines.
b. Crossings of railroads , streets, roads, highways, pedestrian/bicycle
paths, and similar facilities.
c. Relocation of canals, ditches, and associated structures.
d. Other projects requiring construction on FRICO property or relocation/
modification of FRICO facilities.
1.202 Off FRICO Property
Various projects and developments not constructed on FRICO property but
which impact the FRICO system require FRICO approval of plans and specifications
prior to start of construction. These projects include, but are not limited to:
a. Construction which changes the flow rate, volume, pattern, or quality of
storm water drainage or effluent into the canals, ditches, or reservoirs
of the FRICO system.
b. Construction which changes the pattern or rates of flow or otherwise
interferes with return flows from or tributary to the FRICO system.
c. Development which causes a concentration of people adjacent to FRICO
facilities which facilities in the past have been relatively isolated.
CHAPTER 2 - FRICO REVIEW PROCESS
2.000 REVIEW FEES
The Applicant requesting FRICO's review shall reimburse FRICO in full for
FRICO's direct costs associated with the review. A $1000 retainer fee or such
other amount as FRICO may specify shall he paid to FRICO upon filing an
Application for Project Review with FRICO.
Any costs incurred by FRICO in excess of the retainer shall be paid within
30 days of invoice. Upon request FRICO will provide an estimate of anticipated
fees to be incurred.
2.100 REVIEW SEQUENCE
FRICO will approve or disapprove plans and specifications for projects after
FRICO's receipt of all material FRICO deems necessary for review. Any revisions
made subsequent to FRICO's review and approval must be approved by FRICO prior
to construction of the project.
2.200 REVIEW TIME
2.201 Initial Submittal
FRICO will review proposed projects and developments, and either approve
them if acceptable or issue a letter outlining objections, concerns, or required
changes if unacceptable. A complete package of material to be reviewed consists
of all applicable plans, specifications, design reports, development master
plans , drainage reports and other information needed by FRICO to fully assess
the impact the proposed work may have on FRICO facilities.
2,202 Resubmittal of Revisions
If FRICO requires revisions to the originally submitted plans and specifi-
cations, FRICO will review the revised plans as submitted by the Applicant.
Changes on drawings, in specifications, and in reports shall be clearly iden-
tified nn the revised documents.
2.300 DESIGN GUIDELINES
Designs for projects and developments shall conform to all applicable gov-
ernmental guidelines, rules, and regulations. FRICO will base its approval or
disapproval of proposed projects and developments on the Design Criteria set
forth herein. For technical criteria not covered herein, FRICO's review will be
based on "Adams County Land Development and Subdivision Regulations, 1982."
2.400 SUBMISSIONS
2.401 Number of Copies
Three copies of plans, specifications, design reports, drainage studies, and
other data shall be submitted for review. FRICO will retain one copy for its
records, FRICO's engineer will retain one copy, and the third copy will be
returned to the applicant either marked approved or annotated to indicate
changes or additions required by FRICO. Three copies of all revised material
re-submitted for review will be required.
2.402 Certification
All materials submitted for review shall be under seal of Registered
Professional Engineer currently registered in the State of Colorado. All
reports shall bear the Professional Engineer's seal on the Title Page and the
_ seal shall appear on each Drawing of the plans. The certification shall provide
that the review by Applicant 's Professional Engineer shall be additionally for
the benefit of FRICO.
2.403 Application
An application for FRICO review of plans and specifications shall be sub-
mitted at the time a review is requested. The application shall be on the form
provided by FRICO, a facsimile of which is incldued in the Appendix to this
document. No review shall he undertaken until the Application Form and required
retainer is received by FRICO.
CHAPTER 3 - CONTRACTUAL MATTERS
3.000 LIMITATION OF LIABILITY
FRICO, its agents, or consultants, do not warrant or guarantee the adequacy
of designs reviewed by FRICO. FRICO's review of project plans and specifica-
tions is for the sole benefit of FRICO to determine if project details conform
to FRICO design guidelines, which are necessary to reasonably assure that pro-
jects do not adversely affect the facilities or operations of FRICO.
The Applicant is solely responsible for designs conforming to applicable
Governmental regulations and statutes. The Applicant is solely responsible for
the adequacy of its designs and for any adverse affects the project may have on
third parties.
3.100 CONSTRUCTION CONFORMANCE
The project shall be constructed in accordance with approved plans and
specifications and upon an agreed construction schedule. FRICO employees or
agents shall be permitted to inspect the project during construction with such
frequency and in such detail as is necessary to determine if the project is
being constructed in accordance with approved plans and specifications.
3.200 CERTIFICATION OF COMPLETION
Upon project completion, the Applicant shall furnish FRICO a statement
signed and sealed by a Professional Engineer registered in the State of Colorado
certifying the project was constructed in conformance with approved plans and
specifications. Attached to the statement shall be a set of project plans
revised to accurately represent the "As-Built" configuration of the project.
3.300 PERFORMANCE BOND AND INSURANCE
At least 20 days prior to start of construction, the Applicant shall provide
to FRICO a performance bond for the benefit of FRICO, in a form acceptable to
FRICO and in an amount equal to the estimated cost of construction of those por-
tions of the work which FRICO judges necessary for the protection and preser-
vation of FRICO's facilities and operation.
At least 20 days prior to the start of construction, the applicant shall
provide to FRICO a certificate of public liability insurance and a certificate
of insurance against property damage to FRICO facilities, with endorsements and
limitations acceptable to FRICO in the following amounts:
a. Personal injury in an amount not less than $500,000/person and $1 ,000,000
per occurrance.
b. General property casualty insurance in an amount not less than $250,000.
c. Each certificate of insurance shall provide that the policy shall not be
cancelable except upon 30 days written notice to FRICO.
3.400 LONG-TERM MAINTENANCE
If land not owned by FRICO is benefitted from the project which is the sub-
ject of the Application, and if any portion of the project shall include facili-
ties which require maintenance or replacement, FRICO may require a covenant
running with the benefitted land that acceptable maintenance and operation of
the project structures and facilities will be performed. The specific terms and
provisions of any such covenant will be negotiated on a case-by-case basis.
3.500 LICENSE AGREEMENT
If the Application is approved, FRICO shall authorize the Applicant 's
request upon FRICO's Standard Easement and License Agreement in form attached.
CHAPTER 4 - GENERAL DESIGN GUIDELINES
4.000 CONFORMANCE TO GOVERNMENTAL REGULATIONS
Designs shall conform to applicable City, County, Special District, State
and Federal rules, statutes, regulations, and design criteria in addition to
FRICO requirements. Applicant shall be solely responsible for conformance to
governmental requirements.
4.100 MAINTAINABILITY
Maintainability of facilities shall be a primary design requirement.
Facilities shall be designed in a manner such that maintenance can be accom-
plished with relative ease using equipment commonly available within irrigation
companies and without the need for special equipment or disassembly of com-
ponents of the facility.
4.200 ACCESS
Continuity of access along canals and ditches and to structures shall be
preserved and provided. Access shall be provided to accommodate pickup and
maintenance equipment such as backhoes and 10-wheel dump trucks. Access roads
shall be in close proximity to structures and canals to allow inspection from
the inspector's vehicle and to allow backhoes to reach into the ditches.
4.300 HISTORICAL FLOW PATHS
Historical flow paths for water, whether on or off FRICO property shall be
preserved when necessary to prevent adverse impact on the FRICO system.
Examples (rot all inclusive) of flow paths to he preserved are such things as:
canal overflow flow paths ; tail water routes ; feeder canals and storm water
inflow channels; infiltration areas, particularly at ends of canals ; turn-outs
and associated ditches ; inflow from natural springs and seeps.
CHAPTER 5 - BRIDGES, WALKWAYS, OVERHEAD UTILITILES
5.000 BRIDGES AND WALKWAYS
5.001 Clearance
Structures shall be so designed as to provide 2.0 feet minimum clearance
between the water surface at maximum canal flow and the lowest point of the
structure above the water surface. Maximum canal flow is defined as FRICO's
normal maximum flow for irrigation purposes plus the 100-year storm inflow.
Bridges and walkways shall not be constructed in a manner to cause siphon flow.
5.002 Construction of Flow
No piers, abutments, wing walls, footings, or fill shall be permitted within
the flow section of canals. The flow section is the area occupied by water in
the canal at maximum canal flow as defined in Section 5.001.
5.003 Footings and Foundations
Footings for walls, piers, and other foundation elements located within the
canal right-of-way shall be carried to an elevation at least 4.0 feet below the
existing canal invert.
5.004 Access Roads
The crossing shall be constructed such that maintenance road continuity
along the canal is preserved.
5. 100 OVERHEAD UTILITIES
5.101 Pipelines
Overhead pipeline crossings shall meet the same design criteria as for
bridges and walkways, Sections 5.001, 5.002, 5.003, and 5.004.
5.102 Telephone and Electrical Power
No poles, towers, guy wires or other structures shall be located on canal/
ditch right-of-ways. Minimum clearance to the highest ground on the right-of-
way under the proposed wires shall be 30 feet.
5.200 UNDERGROUND UTILITIES
5.201 Casing
All underground utilities shall be carried in casing pipe the full width of
the canal or ditch right-of-way. Top of casing shall be not less than 5.0 feet
below the canal invert nor less than 3.0 feet below the lowest point of the
right-of-way outside the limits of the canal itself. Excepting telephone and
electric power lines, the casing shall be liquid tight and the casing sealed to
the carrier pipe at each end of the casing. A 2-inch diameter (minimum) vent
shall be provided for the casing at each end of the casing. Vents shall be
located at the right-of-way line. Minimum casing requirements are as follows:
up to and including 12" diameter: standard steel pipe
over 12" but less than 24" diameter: 1/4" wall steel pipe
24" diameter but less than 60" diameter: 3/16" wall steel pipe
60" diameter or greater: special design
Casing shall be suitably protected from failure due to corrosion for a
design life of 50 years.
5.202 Installation
Trenching through canal hanks will not be permitted without express written
approval of FRICO. For such special cases, construction will be done between
irrigation runs. At discretion of FRICO, jacking or tunneling of casing can be
done during irrigation season if the Contractor furnishes suitable bond to pro-
tect FRICO from potential liability for loss of water, damages to third party
persons and property, and damages to crops (either directly or from inability to
deliver water) should the canal "break into" the jacking or tunneling operation.
5.203 Cut-off Collars
For underground utilities installed by trenching through the canal banks,
reinforced concrete cut-off collars shall be provided. The bottom and sides of
the collar shall be cast against undisturbed ground. The collars shall project
at least 24 inches from the wall of the casing. Collars shall be not less than
12" thick with reinforcement as shown on Figure IV.
5.204 Backfill
All backfill shall be compacted to 95% of the maximum dry density for the
matter as determined by tests made in conformance with ASTM D698 (Standard
Proctor Compaction Method). Backfill shall not be placed in standing water nor
shall snow, ice, or frozen earth be incorporated in the fill . Where the
existing sides or bottom of the canal/ditch is disturbed, the top 2.0 feet of
backfill material shall be clay containing at least 70% by dry weight passing
the #200 sieve or containing 2% powdered dry bentonite by dry weight of soil
blended into the backfill material .
5.205 Materials and Standards
a. Concrete design shall conform to the requirements of ACI 318, latest
edition.
b. Concrete batching, mixing, and placing, and concrete mix design shall be
in accordance with PCA's "Design and Control of Concrete Mixes," latest
edition; concrete 28-day compressive strength shall be not less than
3,000 psi .
c. Steel design and construction shall conform to AISC "Manual of Steel
Construction", latest edition.
d. Wood design and construction shall conform to AITC "Timber Construction
Manual ", latest edition.
e. For items not covered by local building codes, the provisions of the
Uniform Building Code will govern.
CHAPTER 6 - CANAL RELOCATIONS
6.000 GENERAL POLICY
Relocation of canals will be considered on a case-by-case basis. General
hydraulic criteria are that the hydraulic conditions immediately upstream and
immediately downstream of the relocated section shall be unchanged from the
hydraulic conditions existing at the same locations before relocation.
6.100 RIGHT-OF-WAY
The existing right-of-way shall remain in FRICO's ownership and the canal
shall not be filled-in until such time as:
a. The relocated reach is operated and shown to function to the satisfac-
tion of FRICO; and
b. The new right-of-way is deeded fee simple to FRICO subject only to
easements and reservations acceptable to FRICO.
At least 20 days prior to relocating any canal or right-of-way, FRICO shall
be provided at no cost a commitment for title insurance. No relocation shall
commence until FRICO has provided applicant with written acceptance of the
quality of title to be received. Upon closing, FRICO shall be provided a policy
of title insurance, in conformity with the approved commitment.
The new right-of-way shall be at least 50 feet each side of canal centerline
or such greater distance as to provide 25 feet for a maintenance access road
along at least one side of the canal or such other ROW as shall be required by
FRICO.
6.200 DESIGN FLOWS AND VELOCITY
The design flows for canals shall be FRICO's normal maximum irrigation flow
plus the 100-year storm inflow. While existing canals may not he able to carry
the "design flow", all new or relocated canals must be adequate to carry the
"design flow" thus enabling new or relocated canals to he compatible with
FRICO's long-range plans for up-grading their system. Design velocities shall
be sufficient to ensure the canals are self-cleaning at 50% of normal maximum
irrigation flow. Because MNIF varies in different reaches of different canals,
the Applicant shall obtain from FRICO written specifications for the design NMIF
on a case-by-case basis.
6.300 LINING
Canal linings shall be designed and constructed in accordance with Soil
Conservation Service Specification "Irrigation Water Conveyance Non-reinforced
Concrete Ditch and Canal Lining" No. 428-A-1 as applicable or the USSR's publi-
cation "Linings for Canal Structures," latest edition.
6.400 DROP STRUCTURES AND ENERGY DISSIPATORS
Drop structures and energy dissipators shall be designed and built in accor-
dance with applicable U.S. Bureau of Reclamation guidelines. Impact stilling
basins or similar semi-closed structures will not be permitted because of the
difficulty to clean and maintain. Stilling basins shall not be located under
bridges, overhead pipelines, walkways, or other structures which will interfere
with access and maintenance.
6.500 GRAVITY FLOW
Gravity flow operation of canals shall be maintained. All possible effort
shall be expended to avoid the use of siphons. Gravity flow to existing turn-
outs must be preserved.
6.600 INITIAL OPERATION
New or relocated canal sections shall be constructed in their entirety while
separated from the existing canal by a suitable dike. The dikes will be cut-out
and the new canal placed in service at such times and in such manner as FRICO
agrees to in writing. See also Section 6.100.
6.700 SEEPAGE
In areas to be lined where the canal "makes water" (i .e. , groundwater seeps
into the canal and becomes surface flow) a suitable underdrain system shall be
provided to collect seepage water under the lining and convey the collected
water into the canal or to other discharge points as FRICO may specify.
CHARTER 7 - MIXED USE DF RIGHT-OF-WAY
7.000 POLICY
FRICO will consider on a case-by-case basis whether FRICO right-of-way will
remain private or if mixed use will he allowed.
7.100 PRIVATE RIGHT-OF-WAY
7.101 Fencing
In general , fencing shall conform to "Colorado Standard Plans, Division of
Highway M & S Standards , January 1983" Standard M-607-1 , Combination Wire Fence.
Either wooden posts or metal posts are acceptable. Gates shall be "driveway
gates". At areas designated by FRICO as high hazard or needing special secur-
ity, Standard M-607-2, 8-foot chain link fence shall he provided.
7.200 MIXED USE OF RIGHT-OF-WAY
7.201 Bike/Pedestrian Paths
Bike and pedestrian paths shall be designed to serve as maintenance roads
and to withstand loads imposed by maintenance equipment standing on or crossing
the paths. Where designed to serve as maintenance roads, the paths shall be a
minimum of 16.0 feet wide and designed to withstand maintenance equipment
loadings. FRICO disclaims all liability for damage to paths due to normal
operation of maintenance equipment. Suitable gates and removable barriers shall
be provided to prevent the use of maintenance roads and bike/pedestrian paths by
unauthorized motor vehicles.
7.202 Maintenance Toads
Bike/pedestrian paths also designed as maintenance roads shall be continuous
and unobstructed and a minimum of 16 feet in width with suitable gates and remo-
vaLle barriers to prevent unauthorized use.
7.203 Right-of-Way Markers
Permanent, easily identifiable markers shall be placed at the right-of-way
lines at intervals if not less than 200 feet and at all corners or change of
alignment. Markers shall be at not less than 100 foot intervals on curves.
7.204 Maintenance
The person or entity requesting mixed use shall be responsible in perpetuity
for the maintenance of the mixed use right-of-way. "Maintenance" shall include,
without limitation, the following:
a. prevent accumulation of rubbish and debris
b. keep vegetation mowed and in reasonably neat appearance
c. prevent accumulation of vegetation in the flow area of the canal/ditch
d. keep fencing, gates and removable barriers, and maintenance roads in
serviceable condition and in good repair
FRICO shall remain responsible for removal of accumulations of silt, sand,
or earth in the canal unless such accumulation is in any way a result of the
mixed use. Additional costs incurred by FRICO (such as removal of soil and
sand or other debris from the ROW) shall be borne by the party requesting mixed
use. FRICO shall not be liable for damage to structures or improvements within
the FRICO ROW incurred as part of FRICO's maintenance or operations.
7.205 Indemnification
The person or entity requesting mixed use shall indemnify and hold harmless
FRICO, its agents, and its employees from claims and demands, including reaso-
nable attorneys fees and cost of defense, arising from the mixed use of the
right-of-way. Continuing public liability insurance may be required by FRICO.
7.206 Vegetation and Landscaping
No trees, scrubs, vine-like, or aquatic plants shall be permitted within
the limits of the right-of-way. Only grass, flowers or small shrubs (not
watered with canal water) will he permitted. Where existing vegetation is
disturbed, new grass shall be established. Any contracts for seeding of grass
shall have a "guaranteed stand" clause.
7.207 Continuing Obligations
In case of use of right-of-way, FRICO is under no obligation to maintain
flows in or use of canals. FRICO shall have the right to discontinue use of the
canal to relocate canals and to sell the right-of-way without obligation or
liability to the co-user.
CHAPTER 8 - DRAINAGE CRITERIA
8.000 STORM FLOWS
8.001 General Policy
Water from storm run-off into canals or ditches will not be accepted unless
Applicant can demonstrate that the proposed design will have no adverse impacts
on the FRICO system.
8.002 Existing Conditions
Before acceptance of storm flow can be considered, Applicant must carefully
analyse and describe existing storm flow conditions for a range of storms from
relatively frequent to relatively infrequent. Storm flow analysis must be based
on field topographic surveys and soil sampling/testing data. Existing patterns,
rates, and volumes of storm flows for various frequency storms must be shown.
Effect of any approved development whether planned, under construction, or
recently completed must be included in the analysis.
8.003 Proposed Conditions
Using basic data developed for the analysis of existing conditions, a
parallel analysis shall be made for the proposed conditions. Proposed patterns,
rates , and volumes of storm flows for various frequency storms must be shown.
The storms to be analysed are the 2, 5, 10, 25, 50 and 100-year storms. The
effects of flows on the FRICO system resulting from the proposed development
must be described and shown to not adversely affect the FRICO system. Any modi -
fications of the FRICO system needed to mitigate adverse impacts shall he
designed and constructed at no cost to FRICO.
8.004 Adverse Impacts
Examples of items or conditions which are considered adverse impacts
include, hut are not limited to, the following:
a. increased maintenance
b. increased frequency of need for operational adjustments for either
canals or reservoirs when operating the system
c. increased sedimentation
d. decrease of flows into canal due to natural seeps or springs
e. increased erosion in ditches/canal
f. increased frequency or probability that canals will be overtopped
g. increased flood hazard to 3rd parties
8.005 Standards
Technical criteria for hydrologic and hydraulic analyses will be based on
"Adams County Land Development and Subdivision Regulations, 1982. "
CHAPTER 9 - WATER QUALITY
9.000 GENERAL POLICY
Water from developments discharged into the FRICO system shall not adversely
impact the water quality of the system. The Applicant must show that the
quality of the water placed in the FRICO system is equal to or better than the
water in the system immediately before the inflow of the storm water. The
quality of the water discharged into the FRICO system must also be of sufficient
quality to allow introduction into the groundwater via injection wells.
9.100 TREATMENT
Regardless of the chemical quality of the water, the Applicant must provide
settling or clarifying facilities to remove suspended solids from the storm
water prior to discharge into the FRICO system. Trashrack or automatic raking
facilities shall be provided to remove floating debris or vegetable matter.
Other treatment shall be provided as necessary to achieve the water quality
required by Section 9.000.
9.200 WATER QUALITY STANDARDS
The standards for acceptable water quality may be changed from time to time
by FRICO as shall reasonably be deemed to be necessary to provide for the lawful
uses of water by its shareholders.
LIST OF FIGURES
FIGURE I Profile Illustrating Provisions of Sections 5.000
and 5.100
FIGURE II Plan Illustrating Provisions of Section 5.004
FIGURE III Profile Illustrating Provisions of Section 5.200
FIGURE IV Detail Illustrating Provisions of Section 5.203
IPROPOSED ROAD um rtivl la.) in Ir1IJ AIQA .-
SURFACE
I 1 •
I I ';^' EXISTING MIN.
I K.: GROUND 2.0 CLEARANCE ABOVE MAX.
I i LINE WAtER SURFACE ELEV. TO v
ANY POINT ON STRUCTURE. "
J I a ABOVE FLOW SECTION. -•
irv,fir' Sit r �, Y`� (Xrt'" ,'` c a^
Warm c ` I
t.
,+g ti 4 '91+yr?1 if
Is.At' R) 2•
v Z a
CANAL R.O.W.
CANAL R.O.W.
71 PROFILE ILLUSTRATING PROVISIONS OF
cSECTIONS 5.000 AND 5.100
M
H
I i I
• REQUIRED FOR TRENCHED INSTALLATION ONLY
ALL BACKFILL COMPACTED TO 95% OF
CANAL R.O.W. MAXIMUM STANDARD PROCTOR DENSITY. .A....--CANAL R.O.W.
12"MIN. 0 VENT
2"MIN. 0 VENT
0 15.01 MIN. �+. LIMITS OF FLOW SECTION
_2
M I pO'MIN. CLAY SOIL OR 2% -
9ENTONITE BLENDED WITH
NON-CLAY SOIL.* '
y/NV" _ . �' -o
,V.• �fl . , S. , .} !k ir. Ml �
•;„t• ;., . 5= , � "`,,� `�XIST�NG. GRAIN_
'Oh 'lat't`6 1 1.1'1;24_<k 4 ,ref 11 it '�� V TT T IL , } ,.,: VOA!, U SIDE LIMI S F
24 MIN. (GREATER �";;� „� : �_ FLOW SECTION
DISTANCE MAY BE ��'�="f''S"' ""'i�= I
L--..\\r. REQ'D. IN SOME
CASES) 5.OIMIN. 70 SEAL
CANAL INVERT -51 .
j -F-
!1 I 1 I I i
1
CARRIER iii iht F24"MIN. BOTTOM iii`,;
PIPE AND SIDES. STEEL CASING PIPE
12
-TiREINFORCED CONCRETE CUT-OFF COLLAR R MIN. MIN.
Gl
C
m PROFILE ILLUSTRATING PROVISIONS OF
SECTION 5.200
•
I
. X,
BACKFILL COMPACTED TO NOT
LESS
95% OF MAXIMUM
TANDARNPROCTOR DENSITY
D
"MIN. KEYED INTO
UNDISTURBED GROUND
TRENCH WALL
4"CLEAR TO PIPE OR
EDGE OF CONCRETE
V. ♦ . v 2*
- 4i.
I
MIN. REINFORCE- '. 1 a STEEL CASING PIPE
-MEN,':s5 BARS -x 1 ,
S SHOWN. ; 1,1
1
{ i X
} {A. 1 8i CARRIER PIPE
MIN. .: 11
t-
-
l.. *GREATER DISTANCE MAY
EINFORCED CONCRETE ' '
:r - BE REO`D IN CERTAIN
CUT-OFF COLLAR CASES
DETAIL ILLUSTRATING PROVISIONS OF
SECTION 5.203 I FIGURE IQ
APPENDIX A
Application for Project Review
For FRICO use only:
Date Application Received: by:
Date Retainer Received: by: Amount
Date Complete Package for Review Received: by:
Date Initial Review Complete: by:
Revisions: Number Date Received Date Returned to Applicant
Final Action:
Date: by:
Revision No.
Application for Project Review
Project Title:
Nature of Project: On FRICO Property Date:
Off FRICO Property
Utility Crossing, Describe
Roadway Crossing
Pedestrian Crossing
Canal Relocation
Change Historic Drainage Patterns
Change Historic Surface Flows or Water Quality
Commercial Development
Industrial Development
Residential Development
Other, Describe
Name of Owner of Proposed Project (Company, Address, Phone, Contact Person)
Name of Owners Engineer (Company, Address, Phone, Contact Person)
Name of Person making Application (Name, Company, Address, Phone)
List of Agencies, Addresses, Phone Numbers, and Contact Person of Governmental
Entities having Jurisdiction or Reviewing Plans and Specifications.
Legal Description of Project Location
By completing this application, Applicant acknowledges FRICO may approve or
disapprove this application and proposed construction at FRICO's discretion; and
furthermore, Applicant agrees to reimburse FRICO in full for all costs asso-
ciated with FRICO's review of the application, whether or not approval is
granted.
The terms and provisions of this application shall not be merged in or ter-
minated by the issuance of any other documents or instruments by FRICO, but
shall continue to be effective and survive between the parties, their heirs,
successors, and assigns.
Applicant Date
APPENDIX B
Right-of-Way Easements and Licenses Agreement
4
•
RIGHT OF WAY EASEMENTS AND LICENSES
THESE EASEMENTS AND LICENSES made and entered into this day
of A.D. 19 by and between
a corporation. as First Party, and
a corporation, as Second Party;
WTTNESSETH:
THAT WHEREAS, First Party is the owner of those certain irrigation canals known as the
in.. .. . . . .. County, Colorado; and
WHEREAS. Second Party desires to construct and maintain a
in varying sizes over or under and across the rights of way of said canals at the locations and in the
manner as shown on the drawings marked Exhibit A hereto attached and by this reference made •
part hereof. Said Exhibit A consists of sheets and each sheet represents a specific crossing;
and
WHEREAS.First Party is willing to gran: the easements and licenses desired by Second Party
NOW, THEREFORE, in consideration of the sum of
paid to
the receipt of which is hereby acknowledged. and the agreements of Second Party to be performed
hereunder and upon the conditions and for the period herein stated,First Party does grant to Second
Party, its successors and assigns, easements and licenses to construct, install, lay, maintain,alter,
repair, operate and remove a over or
under and across the strips of land which constitute a part of the rights of way of the canals herein-
above named at the specific locations and in the manner designated and referred to in the applicable
sheet of Exhibit A.
Second Party agrees not to commence construction of said
at any of the points described in Exhibit A without first having obtained the consent and approval
thereof of the Superintendent of First Party.
, It is understood that, If the First Party only owns an easement for Canal and Lateral rights
of way or any part thereof at the locations described in Exhibit A, this instrument shall grant to
Second Party only such rights as First Party may under such circumstances grant.
In laying and constructing said •
and thereafter in
repairing, maintaining or removing same Second Party shall do so in such manner as not to damage
said Canals and Laterals or the embankments thereof and so as not to interfere with the flow of
water in said Canals and Laterals. Any and all excavations made shall be immediately leveled off,
and any damage to the Canals and Laterals, embankments. fences, roads or other improvements
shall be promptly repaired by Second Party at its sole cost to the satisfaction of First Party.
Second Party agrees that it will at :.a ;;mes maintain said
and repair all breaks, leaks and damages therein and thereto at its own e::pense and further that,
if. by reason of any break, leak or damage in and to the
injury to the properties of First Party is sustained. then Second Party will, with all due diligence.
repair and replace such property of First Party in the same condition as the same was in prior to
such break, leak or damage in and to the said ._. -.. . and will pay
any and all monetary damages resulting from such break. leak or damage sustained or incurred by
First Party or its stockholders or water users.
Second Party further agrees that, if at any time the
causes any settling In the ditch embankments, the-roads thereon, or any part of the ditch rights of
way, it will,upon notification from First Party, immediately make all repairs required by First Party
at Second Party's expense.
Second Party further agrees to indemnify and save harmless First Party, its successors, as-
signs, employees, agents and stockholders in account of any damage or loss sustained by them or
any of them arising by reason of laying, construction, maintenance or removal of said
If in the future First Party should desire to enlarge, deepen or otherwise change or relocate
said Canals and laterals or to construct any other canal ditch or waterway on said Canal and Lat-
eral rights of way or to do any other thing incident to the operation of said Canals and Laterals or
any other portion of the irrigation system of First Party,then Second Party agrees,at Second Party's
expense, with all due diligence, to change, relay and reconstruct its
so as to comply with such plans and specifications as First Party may prescribe as being necessary
to permit the proper maintenance and operation of First Party's irrigation system.
Second Party agrees to protect First Party and save and hold it harmless from any and all
third party claims and damages that said and its
operation, construction, maintenance and removal may directly or indirectly cause: and Second
Party hereby releases First Party, its successors,assigns, employees, agents and stockholders from
any and all claims and damages of whatsoever character to said
or other property of Second Party located in, along or across said Canal and Lateral rights of way
arising out of either the operation or maintenance of said Canals and Laterals or other portions of
First Party's irrigation system or resulting from any other act either on the part of First Party or
on the part of any Third Party.
The rights of way herein granted to Second Party shall continue so long and only so long .
as Second Party, its successors and assigns, shall faithfully and promptly comply with the provis-
ions herein stated.
It is mutually understood and agreed that this agreement and all the terrns and conditions
hereof shall extend to and be binding upon the panics hereto, their successors and assigns.
EXECUTED in duplicate the day and year first heremabove written.
Attest: By Its President
Its Secretary
FIRST PARTY
Attest: By
Its .
Its
SECOND PARTY
STATE OF COLORADO,
ss.
COUNTY OF ADAMS.
The foregoing instrument was acknowledged before me this
day
of —
19 by u
President and -as Secretary of
a corporation.
Witness my hand and notarial seal.
My commission expires
Notary Public
COUNTY OF
The foregoing instrument was acknowledged before me this
day
of..._... ._.._.-...._.._..__._...._.... 19 by ..
as ..
and as
corporation.
Witness my hand and notarial seal.
My commission expires
Notary Public
REVIEW PROCESS_CHLCK-1 IST
DEVELOPM NT:
PHASE 1 :1
PHASE 2:
PHASE 3: i
PHASE 4 : - -
PHASE 5:PHASE 61_
PHASE 7:1 I
PHASE 1 : There is a $100.00 up front fee before the
development is reviewed by FR1C0 staff.
PHASE 2: Staff recommends to Board estimated cost of
the review process.
PHASE 3: Developer deposits money before review begins.
•
PHASE 4: FRICO's engineer and attorney are given notice
to proceed with the review process with a
dollar limit.
PHASE 5: FRICO's staff, engineer and attorney would
recommend to the Board action to be taken of
the development,
PHASE 6: The Board action is conveyed to the County and
developer .
PHASE 7: FRICO request a copy of the approved plans and
action taken by the County or other
authorities that has the powers to approve
developments.
CAS! Z
N1,- ACRES
AMt, D.4.01'14,p'JQ4 cat:toe_
LON '
REAL. T''° ""•etrwn t
A PUBLIC �' >Ht
HEARING CONCERNING
THIS
PROPERTY WILL BE HELD AT915-Wt
STREET GREELEY, COLORADO 89831,
ON Gc-r- 24 1E 2WIAT Sac.
,
FOR MORE INFORMATION CALL Tie
WELD COUNTY DEPT. OF PLANNPID
SERVICES AT 356.4900,
EXHIBIT
Z-5.st
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