HomeMy WebLinkAbout20242443.tiffRESOLUTION
RE: APPROVE IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT
ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS,
AUTHORIZE CHAIR PRO-TEM TO SIGN, AND ACCEPT COLLATERAL FOR
PLANNED UNIT DEVELOPMENT FINAL PLAN, PUDF14-0003 (WIGAARD SMITH
ESTATES PUD) - SHERRY WIGAARD AND VELOIS SMITH
WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to
Colorado statute and the Weld County Home Rule Charter, is vested with the authority of
administering the affairs of Weld County, Colorado, and
WHEREAS, on July 27, 2014, the Department of Planning Services conditionally
approved the application of Sherry Wigaard and Velois Smith, 1935 County Road 55,
Keenesburg, Colorado 80643, for a PUD (Planned Unit Development) Final Plan, PUDF14-0003,
for eight (8) residential lots with E (Estate) Zone Uses (Wigaard Smith Estates PUD), along with
four (4) outlots (Outlot A for a central water system appurtenances and distribution and
emergency access; Outlot B for an existing gas well production facility; Outlot C for an entry sign;
and Outlot D for a school bus shelter and mailbox kiosk) on the following described real estate,
to wit:
Lot B of Recorded Exemption, RE -4833; being part
of the N1/2 NE1/4 of Section 28, Township 1 North,
Range 64 West of the 6th P.M., Weld County,
Colorado
WHEREAS, pursuant to certain Conditions of Approval, the Board of County
Commissioners has been presented with an Improvements and Road Maintenance Agreement
According to Policy Regarding Collateral for Improvements, between the County of Weld, State
of Colorado, by and through the Board of County Commissioners of Weld County, and
Sherry Wigaard and Velois Smith, with further terms and conditions being as stated in said
agreement, and
WHEREAS, the Board has been presented with project collateral procured in the form of
Performance Bond #100215248, issued by Merchants National Bonding, Inc., in the amount of
$631,900.00, and
WHEREAS, after review, the Board deems it advisable to approve said agreement and
accept said Performance Bond, as stated above, copies of which are attached hereto and
incorporated herein by reference.
NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld
County, Colorado, that the Improvements and Road Maintenance Agreement According to Policy
Regarding Collateral for Improvements between the County of Weld, State of Colorado, by and
through the Board of County Commissioners of Weld County, and Sherry Wigaard and
Velois Smith, be, and hereby is, approved.
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Carly Koppes: Clerk a, F_c- r Weld County , .
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2024-2443
PL2080
IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT, AND COLLATERAL
(PUDF14-0003) - SHERRY WIGAARD AND VELOIS SMITH
PAGE 2
BE IT FURTHER RESOLVED by the Board that project collateral in the form of
Performance Bond #100215248, issued by the Merchants National Bonding, Inc.,
P.O. Box 14498, Des Moines, Iowa 50306-3498, in the amount of $631,900.00, be, and hereby
is, accepted.
BE IT FURTHER RESOLVED by the Board that the Chair Pro-Tem be, and hereby is,
authorized to sign said agreement.
The above and foregoing Resolution was, on motion duly made and seconded, adopted
by the following vote on the 16th day of September, A.D., 2024.
BOARD OF COUNTY COMMISSIONERS
WELD COUNTY, COLORADO
ATTEST: ,/m l
Weld County Clerk to the Board
BY: III /� • u Jait&1 vc
APP
Deputy Clerk to the Board
ounty ttorney
Date of signature: 161 ZO /7,4
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Carly Koppes, Clerk and Recorder, Weld County , CO
11111IMIntiiliE llINAIRIVraiIYIf WNW11111
EXCUSED
Kevi Ross, Chair
C
Perry L. B
Pro-Tem
ke F eeman
K. James
on Saine
2024-2443
PL2080
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BOARD OF COUNTY COMMISSIONERS
PASS -AROUND REVIEW
PASS -AROUND TITLE: BOCC Agenda Item - Approve Improvements and Road Maintenance Agreement for
Sherry Wigaard and VeLois Smith — PUDF14-0003
DEPARTMENT: Planning Services DATE: August 27, 2024
PERSON REQUESTING: Jazmyn Trujillo -Martinez
Brief description of the problem/issue:
The Department of Planning Services received a request from the applicant, Sherry Wiggard and VeLois Smith, requesting
that the Board of County Commissioners consider approving the Improvements and Road Maintenance Agreement for
(PUDF14-0003) Project Collateral in the amount of $631,900.00 is required. Collateral has been procured in the form of
Performance Bond #100215248, issued by Merchants National Bonding Inc., of Des Moines, Iowa.
Weld County Planning Services, Public Works, and the County Attorney's Office have reviewed the above mentioned signed
original document and observed the following:
• All Public Works related items, of the "improvements & Road Maintenance Agreement According To Policy
Regarding Collateral For Improvements", are found to be acceptable.
• This Agreement complies with the terms of the PUD Permit Resolution, as signed by the Board of County
Commissioners.
What options exist for the Board? (include consequences, impacts, costs, etc. of options):
1. Have this BOCC Hearing item be placed on the next available agenda as part of the Consent Agenda.
2. Have this BOCC Hearing item be placed on the next available agenda as part of the Regular Agenda.
3. Have this BOCC Hearing item not placed on the next available agenda as neither part of the Consent Agenda nor the
Regular Agenda.
Consequences:
• New development can pay their way for their impacts on the County Roadways, or the County will be required
to cover the costs of the new development's impacts on the roadways.
Impacts:
• New development with high traffic volumes impacts the County Road systems and causes wear and tear
more quickly than normal traffic volumes.
Costs (Current Fiscal Year / Ongoing or Subsequent Fiscal Years):
• New development will pay their proportional share of repairs and upgrades completed by the County and
the County will not be required to have a share in any improvements required if new development meet any
future traffic triggers.
Recommendation:
Option 2. The Departments of Planning Services, Public Works, and the County Attorney's Office are recommending
approval of the Improvements & Road Maintenance Agreement According To Policy Regarding Collateral For Improvements
for PUDF14-0003, and that this item be placed on the next regularly scheduled BOCC Hearing, as part of the Regular
Agenda.
Support Recommendation Schedule
Place on BOCC Agenda Work Session Other/Comments.
Perry L. Buck, Pro -Tern
Mike Freeman
Scott K. James
Kevin D. Ross, Chair
Lori Saine
2024-2443
O9/ cc,
PLaORn
PERFORMANCE BOND FOR Bond #100215248
BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY, COLORADO
KNOW ALL PERSONS BY THESE PRESENTS, that (name) T3, Inc. ,
(address)800 8th Ave #135, Greeley, CO 80631, a (corporation, limited
liability company, etc.)Corporation, organized under the laws of the
State of Colorado , with its principal office located at (address)800
8th Ave #135, Greeley, CO 80631, hereinafter called "Principal", and
(name of surety)Merchants National Bonding Inc., of (address of
surety) PO Box 14498, Des Moines, IA 50306-3498, hereinafter called
"Surety" are held and firmly bound unto Board of County Commissioners
of Weld County, Colorado, on behalf of Weld County, Colorado,
hereinafter called "Obligee" in the full and penal sum of Six Hundred
Thirty One Thousand Nine Hundred Dollars ($631,900.00 ), lawful money
of the United States for the payment of which well and truly made, we
bind ourselves, our heirs, administrators, successors and assigns,
jointly and severally, firmly by these presents.
WHEREAS, the above -bound Principal has obtained or is about to
obtain from the Obligee a land use emit namely (insert the specific
permit and number - USR, SPR etc) WDF/171.---QOQ� , and pursuant
to the requirement of said permit, has entered into an Improvements
Agreement, dated q// /p? 1 , with Obligee, and
WHEREAS, The Improvements Agreement requires Principal to obtain
a performance bond in an amount equal to the total cost of the
improvements for which Principal is responsible and naming Obligee as
beneficiary, and
WHEREAS, the value of improvements for which Principal is
responsible equals Six Hundred Thirty One Thousand Nine Hundred
Dollars, ($631,900.00 ), and
WHEREAS, at completion of the Project Collateral phase of the
Agreement, the amount of this Bond shall be reduced, by rider, to 15%
of the original amount throughout the Warranty Collateral phase of the
Bond, and shall be held in total by the County for two (2) years
following its written acceptance of the improvement(s).
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if
Principal shall well, truly and faithfully perform its duties, and all
of its undertakings, covenants, terms, and conditions as set forth in
the Improvements Agreement, and if Principal shall satisfy all claims
and demands set forth in said agreement, and shall fully indemnify and
save harmless Obilgee from all costs and damages which it may suffer by
reason of Principal's failure to perform as agreed, and shall reimburse
and repay Obligee all outlay and expense which Obligee may incur in
making good any default, then this obligation shall be null and void;
PROVIDED FURTHER, that if Principal shall default in any of its
obligations set forth in the Improvements Agreement, and thereafter
fail to fully indemnify and save harmless Obilgee from all costs and
damages which it may suffer by reason of said default, this obligation
shall remain in full force and effect;
PROVIDED FURTHER, regardless of the number of years this Bond is in force, or
the number of continuation certificates issued, the liability of the Surety
shall not be cumulative in amounts from period to period and shall in no event
exceed the amount set forth above, or as amended by rider;
PROVIDED FURTHER, that Surety, for value received hereby stipulates and
agrees that no change, extension of time, alteration or addition to the
terms of the Improvements Agreement to the work to be performed
thereunder, shall in any way affect its obligations on this bond, and
it does hereby waive notice of any such change, extension of time,
alteration or addition to the terms of the Improvements Agreement.
PROVIDED FURTHER, this bond is NO NCANCELLABLE, and shall renew
annually automatically, from the date of this bond until its release by
Obligee, to guarantee that Principal shall well, truly and faithfully
perform its duties, and all of the undertakings, covenants, terms, and
conditions set forth in the Improvements Agreement, and any extensions
thereof which may be granted by Obligee with or without notice to
Surety.
The parties to this Performance Bond acknowledge that through the
Improvements Agreement, Obligee reserves the right to require Principal
to obtain a different Performance Bond from a financial institution
other than Surety in the event that the rating of Surety by AM Best
falls below a B+ rating.
IN WITNESS WHEREOF, this instrument is executed in four (4)
counterparts, each one of which shall be deemed an original, this 20th
day of August, 2024.
T3, Inc.
Principal
-airicTsd,ttA
P incipal Secretary/Witness
(SEAL)
Witness as to Surety
same
Address
Address
Merchants National Bonding, Inc.
By:
Cally Levn(nj, Attorney -in -Fact
CRS Insurance Brokerage
Address
9780 S Meridian Blvd #400,
Englewood, CO 80112
IMPORTANT: Surety company executing bond must appear on the Treasury
Department's most current list (Circular 570 as amended) and be authorized
to transact business in the State of Colorado.
Bond must be accompanied with Attorney -in Fact's authority from the surety
company certified to include the date of the bond.
MERCHANTS��
BONDING COMPANY.
POWER OF ATTORNEY
Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.,
both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the
"Companies") do hereby make, constitute and appoint, individually,
Cally Lever; Christine Crowder; Jeff Berven; Kim Payton; Wesley Butorac; Zach Rothey
their true and lawful Attomey(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings,
contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of
persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions
or proceedings allowed by law.
This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of
Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and April 27, 2024 and adopted by the Board of
Directors of Merchants National Bonding, Inc., on October 16, 2015 and amended on April 27, 2024.
"The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and
authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto,
bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof."
"The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney
or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the
Company, and such signature and seal when so used shall have the same force and effect as though manually fixed."
In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and out hority hereby given to the
Attomey-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction
contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department
of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of
its obligations under its bond.
In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given
to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner -
Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation.
In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 29th day of July ' 2024 •
••• . • • "' • •. MERCHANTS BONDING COMPANY (MUTUAL)
.................•�NG C041.• MERCHANTS NATIONAL BONDING, INC.
14.• y d/b/a MERCHANT NATIONAL INDEMNITY COMPANY
:47.41 ?G stn : Q
c•
2003 ;,�: ;y, 1933 : By
.o". . • .'
STATE OF IOWA ••. • t ••'� �•• ` .••
COUNTY OF DALLAS ss.
On this 29th day of July 2024 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn
did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the
seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf
of the Companies by authority of their respective Boards of Directors.
President
�PRtA� S
r_
IOWA.
Penni Miller
Commission Number 787952
My Commission Expires
January 20, 2027
Notary Public
(Expiration of notary's commission does not invalidate this instrument)
I, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do
hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still
in full farce and effect and has not been amended or revoked.
In 1Mtness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 20th day of August , 2024 .
• 2003 ;e:
a6A,
Secretary
POA 0018 (6/24)
IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ACCORDING TO
POLICY REGARDING COLLATERAL FOR IMPROVEMENTS
Sherry Wigaard and VeLo s Smith — PUDF 140003,
THIS AGREEMENT is made this / ' day of 202Y, by and between Sherry
Wigaard and VeLois Smith, whose address is 1935 Weld unty oad 55, Keenesburg, Colorado 80643,
hereinafter referred to as "Property Owner," authorized to do business in the State of Colorado, and the
County of Weld, a body corporate and politic of the State of Colorado, by and through its Board of
County Commissioners, whose address is 1150 "O" Street, Greeley, Colorado 80631 hereinafter referred
to as "County."
WITNESSETH:
WHEREAS, Property Owner is the owner of the following described property in the County of
Weld, Colorado:
Lot B of Recorded Exemption, RE -4833; located in the
N1/2 NE1/4 /4 of Section 28, Township 1 North, Range 64
West of the P.M,, Weld County, Colorado
hereinafter referred to as "the Property," and
WHEREAS, Property Owner has received the Director of Planning Services conditional approval
of PUDF14-0003 for eight (8) residential lots with E (Estate) Zone Uses and two (2) outlots on
approximately 48.07 acres, and
WHEREAS, Property Owner acknowledges that the final approval of PUDF 14-0003 is
conditional upon Property Owner's fimding and/or construction of improvements and road maintenance
described in this Agreement and depicted in the following incorporated exhibits:
Exhibit A — On -Site Improvements Costs of Construction,
Exhibit B — On -Site Improvements Construction Schedule,
Exhibit C — Construction Plans,
Exhibit D — Plat Map (recorded simultaneously with this Agreement), and
WHEREAS, Property Owner acknowledges no building permits will be issued for any lot
described in PUDF14-0003 until said improvements have been completed and accepted by County, and
WHEREAS, Property Owner acknowledges that pursuant to the provisions of Weld County Code
Sec. 24-3-80, 24-4-70, and 27-8-60, if no construction has begun or no use established within three (3)
years of the date of the approval of the final plan or plat, the Board of County Commissioners may require
the Property Owner to appear before it and present evidence substantiating that the development has not
been abandoned, and that the Property Owner has the willingness and ability to continue development,
and understands they will need to be in compliance with current federal, state and local standards at that
time, and
WHEREAS, the parties agree that the Property Owner shall provide collateral for certain
improvements required by this Agreement when the Board of County Commissioners approves this
Agreement.
Sherry Wigaard and VeLois Smith - PUDF14-0003 - ONSIA20-0001
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Carly Koppes, Clerk and Recorder, Weld County , CO
W � AV iriLlit,i Bill
aDa� a -P/3
NOW, THEREFORE, IN CONSIDERATION OF the foregoing and of the promises and
covenants contained herein, the parties hereto promise, covenant and agree as follows:
PART I: SITE SPECIFIC PROVISIONS
A. Off -Site Improvements: The Property Owner shall be responsible for the construction of certain
off -site safety improvements required by the Board of County Commissioners, which may include, but
are not limited to: construction of adequate turning radii of sixty-five (65) feet at the main entrances and
exits which extend into county road ROW connecting to the county road system, and off -site drainage and
signage installations, as indicated on the accepted Exhibits. On -Site improvements that create more run-
off than the historical amount may require off -site drainage improvements to roads and ROW.
B. On -Site Improvements: Property Owner shall be responsible for the construction of all On -Site
Improvements as shown on the accepted Exhibits of PUDF14-0003. Improvements located on the
Property shall be considered "On -Site Improvements."
1.0 On -Site Improvements Responsibilities. Property Owner is solely responsible for all designated
improvements. These responsibilities include but are not limited to the following, as applicable: design,
surveys, utility locates, dedication of ROW, if necessary, ROW acquisition, if necessary, ROW and
Access Permits and fees, coordination with oil and gas operators and facilities and affected irrigation
facilities and utilities, traffic control, and project safety during construction. Property Owner shall at its
own expense, plant, install and/or maintain all grass and other landscaping and re -seeding where
applicable as shown on the accepted Exhibits. Property Owner shall obey all applicable regulations
issued by the Occupational Safety and Health Administration (OSHA), Colorado Department of
Transportation (COOT), Colorado Department of Public Health and Environment (CDPHE), and other
Federal, State, or County regulatory agencies.
2.0 On -Site Grading, Drainage Facilities and Paving. Property Owner shall, at its sole expense, grade
and/or pave, if applicable, specified roadways, accesses, easements and parking areas, and install accepted
drainage and signage components, adjacent to or within the interior portion of the property in accordance
with the directives of the Weld County Department of Public Works and Department of Planning
Services, as further described in the accepted Exhibits. Any other on -site improvements shall be
completed as indicated on the accepted Construction Plans for this PUD. Some of these improvements
may include work extending into State or County ROW in which case a ROW or access permit is
required.
3.0 Cost of Construction Exhibit. If applicable, A registered Colorado Engineer or equivalent must
sign and stamp the construction cost estimate on Exhibit A. If more than three (3) years have passed
since the last construction cost estimate was provided, the Property Owner shall provide an updated
construction cost estimate prior to the start of construction.
4.0 Construction Schedule Exhibit. Exhibit B provided by the Property Owner indicates the
construction schedule for all on -site improvements, including an anticipated completion date. Property
Owner shall not commence construction of improvements prior to approval of this Agreement, including
the attached Exhibits, and receipt of the appropriate Grading Permit, Access Permit, and/or ROW Permit,
if applicable. Property Owner shall substantially complete all improvements in accordance with Exhibit
B in order to request the warranty period begin. In the event that the construction schedule is not current,
the Property Owner shall submit a revised construction schedule.
5.0 On -site Improvements Collateral. Collateral is accepted and released by the Board of County
Commissioners pursuant to the Weld County Code. In order to receive partial or full release of collateral,
Sherry Wigaard and VeLois Smith — PUDF14-0003 - ONSiA20-0001
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Carly Koppes, Clerk and Recorder, Weld County , CO
■ v I �,r�.�T'I�''�� 'h�'J'!��',t�M ia�f'dl� k �G� 4W�h 11111
Property Owner must contact either the Planning Department who conducts inspections for all on -site
improvements, and/or the Public Works Department who conducts inspections for all improvements. If all
improvements are determined to be in accordance with this approved agreement, the Property Owner may
submit either new or revised collateral documentation to the Public Works Department. Then Public
Works submits the documentation to the Clerk to the Board's office, for the request to be placed on the
BOCC agenda. Additional information about collateral is outlined in Part ILB of this Agreement.
6.0 As -Built Plans. "Asbuilt" plans shall be submitted once the Property Owner has completed
improvements as described in Part II.B, Subsection 3.2.3, of this Agreement. Property Owner shall
provide an electronic copy of the as -built drawings. The as -built drawings shall be stamped, signed, and
dated by a licensed and registered Professional Land Surveyor or Professional Engineer.
C. Maintenance Requirements:
1.0 Property Owner shall be responsible for maintaining all common elements, including on -site
"internal" roadways and drainage features within the PUD.
2.0 Dust Control. Property Owner shall be financially responsible for dust control on unpaved on -site
"internal" roadways during and after completion of construction. The amount and extent of dust control
will be determined by site -specific conditions at the time, as determined exclusively by County personnel
2.1 Dust Control During Construction. If necessary, as determined by the County, the
Property Owner shall cause to be performed within 30 days of notification, at its sole expense,
dust control by a contractor approved by Weld County Public Works during the construction
period of the development.
PART II: GENERAL PROVISIONS
A. Engineering and Construction Requirements:
1.0 Engineering Services. Property Owner shall furnish to County, at its own expense, all engineering
services in connection with the design and construction of the improvements and all on -site drainage -
related structures which may also include those required by any Municipal Separate Storm Sewer System
(MS4) permit, identified on the accepted Construction Plans according to the construction schedule set
forth in the construction schedule exhibits. The required engineering services shall be performed by a
Professional Engineer and Land Surveyor registered in the State of Colorado and shall conform to the
standards and criteria established by the County for public improvements. The required engineering
services shall consist of, but not be limited to: surveys, designs, plans and profiles, estimates, construction
supervision, and the submission of necessary documents to the County.
2.0 RightsofWay and Easements. Before commencing the construction of any improvements herein
agreed upon for public ROW or easements, Property Owner shall acquire, at its sole expense, good and
sufficient ROW and easements made necessary for the improvements. The County will not exercise
eminent domain on behalf of Property Owner. All such ROW and easements for the construction of roads
to be accepted by the County shall be conveyed to the County on County -approved forms and the
documents of conveyance shall be furnished to the County for acceptance with express written authority
of the BOCC and recording.
3.0 Construction. Property Owner shall furnish and install, at its own expense, the improvements (and
any drainage -related structures, which may also include those required by any MS4 permit) identified on
the accepted Exhibits and shall be solely responsible for the costs listed on the cost of construction
Sherry Wigaard and VeLois Smith — PUDF 14-0003 — ONSIA20-0001
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Carly Koppes, Clerk and Recorder, Weld County , CO
II
exhibits, with the improvements being completed also in accordance with the schedule set forth in the
construction schedule exhibits. The Board of County Commissioners, at its option, may grant an
extension of the time of completion set forth in construction schedule exhibits stated herein upon
application by the Property Owner. Said construction shall be in strict conformance to the plans and
drawings accepted by the County and the specifications adopted by the County.
4.0 Testing. Property Owner shall employ, at its own expense, a qualified testing company previously
approved by the County to perform all testing of materials or construction; and shall furnish copies of test
results to the County. If County discovers inconsistencies in the testing results, Property Owner shall
employ at its expense a third -party qualified testing company approved by County. Such third party shall
furnish the certified results of all such testing to the County. At all times during said construction, the
County shall have the right to test and inspect material and work, or to require testing and inspection of
material and work at Property Owner's expense. Any material or work not conforming to the approved
plans and specifications, including but not limited to damages to property adjacent to the construction
plan area shall be repaired, removed or replaced to the satisfaction of the County at the expense of
Property Owner.
5.0 Construction Standards. Design and construction of all improvements shall conform to the current
version of CDOT's "Standard Specifications for Road and Bridge Construction" and the Weld County
Engineering and Construction Guidelines.
6.0 Traffic Control. Prior to any construction in County and/or State ROW, and as a condition of
issuance of any ROW or Access Permit, the Property Owner shall submit a traffic control plan for County
review. During construction, appropriate safety signage shall be posted in accordance with the then-
current version of the Manual of Uniform Traffic Control Devices.
B. Collateral:
1.0 General Requirements for Collateral. Property Owner shall provide to County collateral to
guarantee all of Property Owner's obligations under this Agreement: (1) Project Collateral is required for
completion of certain improvements as applicable, as described in this Agreement; (2) Warranty
Collateral is required for all improvements during the two-year warranty period. Collateral acceptance
and release are governed by the Weld County Code.
1.1 Project Collateral shall be submitted to guarantee completion of all required
improvements identified in the Exhibits. Project Collateral must be submitted in an amount equal
to 100% of the value of the improvements, as calculated in the cost of construction exhibit.
Project Collateral must be submitted at the time of execution of the Agreement, unless otherwise
directed by the Board of County Commissioners. In the event that Property Owner fails to
adequately complete the required improvements, County may, in its sole discretion, access
Project Collateral for the purpose of completing such improvements. It may be necessary to
provide additional collateral in the event the cost estimate is older than three (3) years. No work
shall commence until Project Collateral has been submitted and accepted by the County.
1.2 Warranty Collateral shall be submitted and held by the County until release after the
twoyear warranty period following the County's initial approval of the improvements. Warranty
Collateral shall be in an amount equal to 15% of Project Collateral. In the event that Property
Owner fails to adequately complete or repair improvements during the warranty period, County
may, in its sole discretion, access Warranty Collateral for the purpose of completing such
improvements.
Sherry Wigaard and VeLois Stnith — PUDFI4-0103 — ONSIA20-0001
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Carly Koppes, Clerk and Recorder, Weld County , CO
■III PriattfiP aha"1' HIVIiIII NMIF CIFinilltki i �I II
2.0 Form of Collateral. Collateral may be in the form of a letter of credit, a surety bond, or a cash
deposit, subject to the requirements and restrictions of section 2-3-30 of the Weld County Code, as that
section maybe amended from time to time.
3.0 Release of Collateral. Collateral shall be released in accordance with section 2-3-30 of the Weld
County Code. For collateral release, the Planning Department conducts inspections for on -site
improvements, and the Department of Public Works conducts inspections for on -site and off -site
improvements.
3.1 Timing of Release. Project Collateral may be released upon completion of all
improvements required by the Exhibits after initial approval by the County. Warranty Collateral
shall be withheld by County from and at the time of release of Project Collateral or may be
submitted separately by Property Owner. Warranty Collateral may be released upon the approval
of the County at the end of the two-year warranty period.
3.2 Request for Release of Collateral. Prior to release of collateral by Weld County for the
entire project or for a portion of the project, the Property Owner must present a Statement of
Substantial Compliance from an Engineer registered in the State of Colorado. The Statement of
Substantial Compliance shall state that the project or a portion of the project has been completed
in substantial compliance with accepted plans and specifications documenting the following:
3.2.1 The Property Owner's Engineer or his representative has made regular onsite
inspections during the course of construction and the construction plans utilized
are the same as those accepted by Weld County.
3.2.2 For the improvements to public rights -of -way or easements, test results must be
submitted for all phases of this project as per Colorado Department of
Transportation (CDOT) Schedule for minimum materials sampling, testing and
inspections found in CDOT Materials Manual.
3.2.3 "Asbuilt" plans shall be submitted at the time the letter requesting release of
collateral is submitted or at such time as the Property Owner has completed
improvements as shown on the Exhibit C and/or Exhibit D, and shall be
stamped and approved by an Engineer registered in the State of Colorado, if an
Engineer was initially required for the project. The Property Owner's Engineer
shall certify that the project "abuilt" is in substantial compliance with the plans
and specifications as approved, or that any material deviations have received
prior written acceptance from the County Engineer.
3.2.4 The Statements of Substantial Compliance must be accompanied, as
applicable, by a letter of acceptance of maintenance and responsibility by
the appropriate utility company, special district, or town for any utilities.
3.2.5 A letter must be submitted from the appropriate Fire Authority, if
applicable, indicating the fire hydrants are in place in accordance with the
approved plans. The letter shall indicate if the fire hydrants are operational
and, if required by the County, state the results of fire flow tests.
Sherry Wigaard and VeLois Smith — PUDF14-0003 — ONSIA20-0001
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Carly Koppes, Clerk and Recorder, Weld County , CO
u Il l
3.3 County's Response to Request for Release of Collateral. Following a written request for
release of collateral, County personnel will inspect the improvements as provided in this
Agreement. Upon approval, the Board of County Commissioners may release said collateral.
C. Acceptance of Improvements:
1.0 Acceptance of On -Site Improvements: Upon completion of construction of all required on -site
improvements as described in the Construction Plans, Property Owner shall submit to the Weld County
Department of Planning a Statement of Substantial Compliance and shall request inspection of the On -
Site Improvements. County personnel shall then inspect the improvements. If the County determines the
improvements were not constructed in accordance with the Construction Plans, the County shall direct the
Property Owner to correct the deficiencies. If the County determines the improvements were constructed
in accordance with the Construction Plans, the County shall approve the improvements and request the
Board of County Commissioners authorize release of collateral for On -Site Improvements.
2.0 Acceptance of Off -Site Improvements: Upon completion of the off -site improvements, Property
Owner shall contact the Weld County Department of Public Works and request an inspection of such
improvements. Upon request, County personnel will initiate the inspection, approval, and acceptance
process.
3.0 Inspection, Approval, and Acceptance Process:
3.1 Upon completion of construction of all off -site improvements as described in the
Construction Plans, Property Owner shall submit to the Weld County Department of Public
Works a Statement of Substantial Compliance by Property Owner's Engineer along with "as-
built" drawings as required in B.3.2.3, above, and shall request County inspection of the
Improvements. County personnel shall then inspect the improvements. If the County determines
the improvements were not constructed in accordance with the Construction Plans, the County
shall direct the Property Owner to correct the deficiencies. If the County determines the
improvements were constructed in accordance with the Construction Plans, the County shall
initially approve the Improvements.
3.2 Two -Year Warranty Period. Such initial approval begins the two-year warranty period.
Upon completion of the two-year warranty period, County Public Works personnel shall, upon
request by the Property Owner, inspect the subject improvements, and notify the Property Owner
of any deficiencies. If any deficiencies are discovered, the Property Owner shall correct the
deficiencies. County personnel shall re -inspect the improvements after notification from the
Property Owner that said deficiencies have been corrected. If the County personnel fmds that the
improvements are constructed according to County standards, he or she shall approve the
improvements. Such final approval shall authorize the Property Owner to request the Board of
County Commissioners to release the Warranty Collateral.
3.3 Placement of Improvements into Service Prior to County Approval. If requested by the
Property Owner and agreed by the County, portions of the improvements may be placed in
service when completed according to the schedule shown on the construction schedule exhibit,
but such use and operation shall not alone constitute an approval or acceptance of said portions of
the improvements. County may, at its option, issue building permits for construction for which
the improvements detailed herein have been started but not completed according to the schedule
shown on the construction schedule exhibit, and may continue to issue building permits so long as
the progress of work on the improvements is satisfactory to the County, and all terms of this
Agreement have been faithfully kept by Property Owner.
Sherry Wigaard and VeLois Smith — PUDF14-0003 - ONSIA20-0001
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Carly K000es, Clerk and Recorder, Weld County , CO
3.4 The Board of County Commissioners does not accept any On -Site Improvements for
maintenance purposes. On -Site Improvements may only be accepted as dedicated for public use.
Maintenance of on -site improvements is the responsibility of the Property Owner or its successor,
including the Homeowners' Association. The Board of County Commissioners does not represent
or ensure the on -site improvements will be constructed and/or available for their intended use(s).
The County does not and shall not assume liability for improvements designed and/or constructed
by others.
D. Permits: Property Owner is required to apply for and receive all permits required by the County
or any other applicable local, State, or federal permit, including but not limited to:
1.0 Access Permits. Property Owner shall not use any access onto any County road unless and until
an access permit has been issued by the Department of Public Works. Public Works may condition the
issuance of an updated access permit on the amendment of this Agreement if the updated access permit
authorizes the use of an additional access point, or if there is a change in use of the current access point,
as permitted by Article XIV of Chapter 8 of the Weld County Code.
2.0 Right -of -Way (ROW) Permits. Per Article XIII of Chapter 8 of the Weld County Code, any work
occurring within County ROW requires a ROW permit issued by the Department of Public Works. No
work shall occur without said ROW permit.
3.0 Transport Permits. Per Article XV of Chapter 8 of the Weld County Code, a Weld County
Transport Permit is required for Extra -legal vehicles using Weld County roadways to ensure the operation
and movement of Extra -legal Vehicles and Loads occurs in a safe and efficient manner.
E. Enforcement and Remedies:
1.0 Violation of Terms of Agreement. If in County's opinion, Property Owner has violated any of the
terms of this Agreement, County shall notify Property Owner of its belief that the Agreement has been
violated and shall state with specificity the facts and circumstances which County believes constitute the
violation. Property Owner shall have fifteen (15) days within which to either cure the violation or
demonstrate compliance. If, after fifteen (15) days have elapsed, County believes in good faith that the
violation is continuing, County may consider Property Owner to be in breach of this Agreement.
2.0 Remedies for Breach by Property Owner. In the event that County determines that Property
Owner has violated the terms of this Agreement, and has failed to correct said violation, County may
exercise any or all of the following remedies, or any other remedy available in law or equity.
2.1 Access and Use of Collateral. County may access and use collateral to address the issues
specific to the violation. For example, the County may access and use Project Collateral in order
to complete improvements as required by the Construction Plans, when such improvements have
not been completed in accordance with the Construction Schedule.
2.2. Withholding Permits. County may "lock" any or all lots within the Property, which
precludes the continued issuance of building permits, zoning permits, septic permits, or any other
permit issued by any department of the County.
2.3 Court Action. County may seek relief in law or equity by filing an action in the Weld
District Court or Federal District Court for the District of Colorado, except that no such civil
action or order shall be necessary to access collateral for the purpose of completing improvements
as described above.
Sherry Wigaard and VeLois Smith — PUDF 14-0003 — ONSIA20-0001
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Carly Kopper, Clerk and Recorder, Weld County , CO
VIII Wilce'«!i Aili kki:11i:1 10'h'1M+147 Fiiiki 1111
3.0 Termination of Agreement. This Agreement shall terminate upon the earliest of the following
events:
3.1 Failure to Commence. County may terminate this Agreement upon or after revocation of the
underlying land use approval under Weld County Code Sections 24-3-80, 24-4-70, and
27870. However, County may still exercise all necessary activities under this Agreement that
the County determines necessary to protect the health, safety, and welfare of the residents of
Weld County.
3.2 Execution of Replacement Agreement. This Agreement shall terminate following County's
execution of a new Improvements Agreement regarding the subject matter of this Agreement
related to the Property, provided that the new Improvements Agreement expressly supersedes
this Agreement.
F. General Provisions:
1.0 Successors and Assigns.
1.1 This Agreement shall be assigned by the Property Owner to the Homeowners'
Association (HOA) in accordance with the provisions provided in the Declarations associated
with the residential subdivision. However, in all other circumstances, the Property Owner may
not delegate, transfer, or assign this Agreement in whole or in part, without the prior express
written consent of County and the written agreement of the party to whom the obligations under
this Agreement are assigned. Consent to a delegation or an assignment will not be unreasonably
withheld by County. In all cases other than an assignment to the HOA, Property Owner's release
of its obligations shall be accomplished by County's execution of a new Improvements
Agreement with the successor owner of the property.
1.2 County's rights and obligations under this Agreement shall automatically be delegated,
transferred, or assigned to any municipality which, by and through annexation proceedings, has
assumed jurisdiction and maintenance responsibility over all roads affected by this Agreement.
2.0 Severability. If any term or condition of this Agreement shall be held to be invalid, illegal, or
unenforceable by a court of competent jurisdiction, this Agreement shall be construed and enforced
without such provision, to the extent that this Agreement is then capable of execution within the original
intent of the parties.
3.0 Governmental Immunity. No term or condition of this contract shall be construed or interpreted
as a waiver, express or implied, of any of the immunities, rights, benefits, protections or other provisions,
of the Colorado Governmental Immunity Act §124-10-101 et seq., as applicable now or hereafter
amended.
4.0 No Third -Party Beneficiary. It is expressly understood and agreed that the enforcement of the
terms and conditions of this Agreement, and all rights of action relating to such enforcement, shall be
strictly reserved to the undersigned parties and nothing in this Agreement shall give or allow any claim or
right of action whatsoever by any other person not included in this Agreement, including subsequent lot
purchasers. It is the express intention of the undersigned parties that any entity other than the undersigned
parties receiving services or benefits under this Agreement shall be an incidental beneficiary only.
5.0 Board of County Commissioners of Weld County Approval. This Agreement shall not be valid
until it has been approved by the Board of County Commissioners of Weld County, Colorado or its
Sherry Wigaard and VeLois Smith - PUDF 14-0003 - ONSIA20-0001
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Carly Koppes, Clerk and Recorder, Weld County , CO
Ell ltAILi4AVvinth �I'i�N,lf'i�a��L�Yir�h tl III
designee.
6.0 Choice of Law/Jurisdiction. Colorado law, and rules and regulations established pursuant thereto,
shall be applied in the interpretation, execution, and enforcement of this Agreement. Any provision
included or incorporated herein by reference which conflicts with said laws, rules and/or regulations shall
be null and void. In the event of a legal dispute between the parties, the parties agree that the Weld
County District Court or Federal District Court for the District of Colorado shall have exclusive
jurisdiction to resolve said dispute.
7.0 Attorneys' Fees/Legal Costs. In the event of a dispute between County and Property Owner,
concerning this Agreement, the parties agree that each party shall be responsible for the payment of
attorney fees and/or legal costs incurred by or on its own behalf
8.0 Release of Liability. Property Owner shall indemnify and hold harmless the County from any and
all liability loss and damage County may suffer as a result of all suits, actions, or claims of every nature
and description caused by, arising from, or on account of the design and construction of improvements,
and pay any and all judgments rendered against the County on account of any such suit, action or claim,
and notwithstanding section 7.0 above, together with all reasonable expenses and attorney fees incurred
by County in defending such suit, action or claim whether the liability, loss or damage is caused by, or
arises out of the negligence of the County or its officers, agents, employees, or otherwise except for the
liability, loss, or damage arising from the intentional torts or the gross negligence of the County or its
employees while acting within the scope of their employment. All contractors and other employees
engaged in construction of the improvements shall maintain adequate worker's compensation insurance
and public liability insurance coverage and shall operate in strict accordance with the laws and regulations
of the State of Colorado governing occupational safety and health.
9.0 Binding Arbitration Prohibited. Weld County does not agree to binding arbitration by any
extrajudicial body or person. Any provision to the contrary in this Agreement or incorporated herein by
reference shall be null and void.
10.0 Authority to Sign. Each person signing this Agreement represents and warrants that he or she is
duly authorized and has legal capacity to execute and deliver this Agreement. Each party represents and
warrants to the other that the execution and delivery of the Agreement and the performance of such
party's obligations hereunder have been duly authorized and that the Agreement is a valid and legal
agreement binding on such party and enforceable in accordance with its terms. If requested by the
County, Property Owner shall provide the County with proof of Property Owner's authority to enter into
this Agreement within five (5) days of receiving such request.
11.0 Acknowledgment. County and Property Owner acknowledge that each has read this Agreement,
understands it and agrees to be bound by its terms. Both parties further agree that this Agreement, with
the attached or incorporated Exhibits, is the complete and exclusive statement of agreement between the
parties and supersedes all proposals or prior agreements, oral or written, and any other communications
between the parties relating to the subject matter of this Agreement.
12.0 Notwithstanding any other provision contained in this Agreement, for any conflict or potential
conflict between any term in this Agreement and the Resolution of the Board of County Commissioners
approving the underlying land use permit, the provisions of the Board's Resolution shall control. In the
event of a discrepancy between this agreement and the Weld County Code in effect at the time of the
agreement, the terms of the Weld County Code shall control.
Sherry Wigaard and VeLois Smith — PUDF 14-0003 — ONSIA20-0001
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Carly Koppes, Clerk and Recorder, Weld County , CO
iii kirdrIAPi 14, Ill II
5/18/2021
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Title: O,),..
PROPERTY O*
By:
Name: VE4V/S
Title:
ois S¢uth
STATE OF£6L6&,408-
Couaty of•Weld- /ANA c/ dC
Dare S �'�l
Date
SS.
The foregoing instrument was acknowledged before me this day of / y ,
2021, by -i&//y lt)'` tz/;C.1 { 141(,'4 -.--57n /
w
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Sherry Mallard and VeLois Smith _ trF14-0003 - ONS1A20-0001
Pagol0of*
SEP 1 6 2024
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Carly Koppes, Clerk and Recorder; Weld County , CO
VIIIFaltrilhiVIVIVOCI1/411WA tI II
hops •J/mail,google.com/mail/u/ONsearch/sherry/FMfcgxwLtstFfBfcxTbdLWO3hFzjvwpg?projector-1 &messagePartid=0.1 1/1
EXHIBIT
'35 A
PVDFt,. 000
EXHIBIT A - Cost Sheet (ON -SITE)
Name of Facility: I, 1 ! 4At ( .- 50t aft E>qotiS Filing/Case #: /0t4OI"— (4r'0003
Personnel Contact: Name sC, ;4- z — £:r3 11i) C Title: kcs
l... ACCEPTED BY
DEVELOPMENT REVIEW
JULY 10, 2024
Location:
(�,ou of a -- 4A1 Ciao
Phone:(ges3)-77Stria'
a' �
Intending to be legally bound, the undersigned Applicant hereby agrees to provide throughout this facility the following improvements.
(Leave spaces
Improvements
blank where
they do not apply)
' .
(ON -SITE)
Quantity
Units
Unit Costs
(S)
Estimated
Construction_
Cost (S)
'PUBLIC
WORKS,
Survey,
Street Monuments/Boxes
Ij,•$
1C11425D
45, 5-0
e
Street
Grading
!tlliO
i)51.-
, t cc
to1eQ
c 9
Alan fis
11 a
ii40,460
Street
Base
*Zs
Get
+ go, 0 c Jr
libi tea c co
sueet-pewittg
ttEcnirc
I tic
TetALA
4"
TOJS
` IS"
* 300
Pee
etrI lFRing pLrgt,o
i
1..5
cu
b to
- f t co o
Entrance/Access
Improvements
"E" -MI
700
I A +Co
Road
Culvert
Dust
Control
(per
Sec.
E.-7.5.2)
Road
Maint.
Collateral
(per
Sec.
E.-7.5)
A CoitisTietAitctt
o
IL -Mc
�r
1
4 4947 0 ec
SERVICES,
,PLANNING
i
LS
$ 2., COO
/2, sti D
Sidewalk"
, c
Coestn.t..
Curbs,
Gutters,
and
Culverts
Fire
Hydrants
ti bT
tieearets
pc, Fk€
Revco-)
Site Grading
S wecLos
1 5 ickzeibist.
11400
i..r'
k11 93
I z* cbo
Retention
/ Detention
Ponds
Stormwater/Drainage
Facilities
Erosion Control
Measures/BMP's
f
i S
2, C. c o
4Z 0 OZ
Grass Lined Swale
o tostimu,t,4
I'S
Subsurface
Drainage
�•�`��O '"•..ItV
9ett7
..c7,,,
Ditch
Improvements
•
`'�' _
�O :—
xi i
Parking
Mailboes
Area, Curb Stops,
Bus Kiosks,
a
�'' �� '
i
c�I
\\
4'i?
Street
Lighting
_
'�.
, s�yyr
G
Street
Names
-�����ll
tlilllll
`0,,
Signage
I
S
illi Sri:
4 Z C c
Fencing
Requirements
5
c -F
+c.00
411i/700
1,,,,75ba
I-
b�`
Landscaping,
Seeding,
Trees, etc.
Park
Improvements
Handicap Accessibility, Parking &
Rails
(0111U1AE49
±
1.
#a 000
#ZS,00e
,Health
Department,
eptic
Systems
SL' _TOTAL:
Engineering
and
Supervision
Costs
(Testing, inspection, as -built plans and work in addition to preliminary and1'5Q,,
($) final plat; supervision of actual construction by contractors)
OW
[TOTAL ESTIMATED COST OF IMPROVEMENTS, ENGINEERING AND SUPERVISION ($) i'4 3I1 ?CD
5021722 Pages: 13 of 39
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Carly Koppes, Clerk and Recorder, Weld County , CO
I ligtIVIIIHUOillifillhlrif.D145OM D'Afiki, till
EXHIBIT B - Time Sc►..:dule (ON -SITE)
''°°� / g7ttr..R4fl ettL citeib ( fjame o u s $ on, ' i, USR, RE, SPR: L4UX f} C,0 WV1M Filing/Case #: " Location: •.. v
ne
Intending to be legally bound, the undersigned Applicant hereby agrees to provide throughout this facility the following improvements.
All improvements shall be completed within / years from the date of approval of the final plat.
Construction of the improvements listed in Exhibit A-2 shall be completed as follows:
ACCEPTED BY
PUBLIC WORKS
AUGUST 23, 2021
Improvements
(Leave spaces
blank where they do not apply )
Time Schedule
(ON
-SITE)
,PUBLIC
WORKS'
Survey,
Street
Monuments/Boxes
t
DAYS
Street
Grading
MP
Street
Base
---i
6O
rti S
Street
Paving
Pavement
Marking
Entrance/Access
Improvements*/
014AI
Road
Culvert
2 t r S
(OFF
Sidewalks,
-SITE)
Curbs,
Gutters,
and
Culverts
Dust
Control
(per
Sec. E.-7.5.2)
/ 0,i-4(
Road
Maint.
Collateral
(per
Sec. E.-7.5)
,PLANNING
SERVICES,
(ON
Sidewalks,
-SITE)
Curbs,
Gutters, and Culverts
Fire
Hydrants
u
Site
Grading
Retention
/
Detention
Ponds
Stormwater/Drainage
Facilities
Erosion
Control
Measures/BMP's
Crass
Lined
Swale
Subsurface
Drainage
Ditch
Improvements
Parking
Mailboxes
Area,
Curb Stops, Bus Kiosks,
Street
Lighting
Street
Names
Signage
`) nitli
Fencing
Requirements
Landscaping,
Seeding,
Trees,
etc.
�r�s
Park
Improvements
Handicap
Accessibility,
Parking
&
Rails
i
Health
Department4,
Septic
Systems
Final Completion Date for Entire Proiect
4,.tut
-44
5021722 Pages: 14 of 39
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Carly Koppes, Clerk and Recorder, Weld County CO
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A' (503)76' - 42% FOR FIELD I OCATiOv
OFi=7r OF COMER OVER 1X, . 14' NAT.. A_ r•Ai ihPEt:NE SHA'•L N0; at
Ri'I?UCip ANU EXISTING ()PA.'. t A11ERNS ',•'A. %Of BF AL ftfit I)
Rif LR :O KiNOK MORGAN Gui,)r_I INi.S f UR )i.SIc;N AND CONS' 'uCT'ENc Ne MR
;•HOER MORGAN Of-LRAitLI IAOLI1•LS tit••pit NCt Odcv Fm:X(0J4F 204 ANi:
▪ iDEN MURCA\ PHGCI I1u4( /CUNSTRUCI'G"% j'AN" '•A•: i OAM 7O4/C113O5,
ATES' RE' VTSiO S
SEF St•FE' 4 FOR TYPICAL 5" -It U! Si.'. 'ION AI 74" NA I UF+AL GAS Pi1'I:I INt
CROSSING
PR+UR '0 ANY CONS;R.;c :ON A PRt CONS'RUC TION Mt I. TING MUSE Rf 'PiI ti
A' tHL Sit. etTM P Tit CONTRACTORR. OWNi.R OR ttt RFPRESfNTA1.V1
AND A RtPHEStNTA1iVt FROM COLORADO ;NIERSIATE CAS tCIG)
3
O
cc
4:1 MAX
TIE INTO E
CONSTRUCTION PLANS FOR
WIGAARD SMITH ESTATES
PUDF14-0003
LOT B. RECORDED EXEMPTION NO. 1475-28-1-RE4833
Part of the North 1/2 of the Northeast 1/4 of Section 28, Township 1 North, Range 64 West of the 6th P.M.,
COUNTY OF WELD, STATE OF COLORADO
4:1 MAX
TIE INTO Ex
REVISIONS
ACCEPTED BY
PUBLIC WORKS
AUGUST 17, 2021
SHEET INDEX:
0 1 2 3
0 1 2 3
0 1 2 3
0 1 2 3
0 1 2 3
1 2 3
U 1 2 3
O 1 2 3
U 1 2 3
0 1 2 3
0 1 2 3
0 1 2 3
2 3
0 1 2 3
U 1 2 3
O 1 2 3
O 1 2 3
0 1 2 3
O 1 2 3
0 1 2 3
O 1 2 3
1
0
1
2
3
1
2
5
6A
7
8
9
10
11
150
12
13
14
15
16
17
18
19
20
COVER SHEET
GENERAL NOTES
EXISTING CONDITIONS & DEMO PLAN
HORIZONTAL CONTROL PLAN
SITE & UTILITY PLAN
VACATED WCR6 WIDENING
VEHICLE TRACKING - FIRE
GRADING PLAN
ANNIE LANE PLAN & PROFILE
ANNIE LANE PLAN & PROFILE
EMERGENCY ACCESS DRIVE PLAN & PROFILE
WEST PROPERTY LINE SWALE PLAN & PROFILE
FLOW SPREADER DETAILS
EMERGENCY ACCESS DRIVE DETAILS
ANNIE LANE CULVERT ® WCR 55
INITIAL EROSION CONTROL PLAN
INTERIM EROSION CONTROL PLAN
FINAL EROSION CONTROL PLAN
EROSION
EROSION
EROSION
EROSION
INITIAL RELEASE:
REV EMERGENCY ACCESS:
REV PER PW COMMENTS:
REV PER PW COMMENTS:
12.00'
2%
12.00'
1
CONTROL
CONTROL
CONTROL
CONTROL
4:1 MAX
TIE INTO EX
DETAILS
DETAILS
DETAILS
DETAILS
JUNE 25, 2021
JULY 08, 2021
JULY 15, 2021
AUGUST 06, 2021
24' GRAVEL DRIVING SURFACE SHOWN
EMERGENCY ACCESS AND PUMP HOUSE AS MIN. 6' THICK, SEE GEOTECHNICAL
PAVEMENT DESIGN BY OTHERS
ACCESS DRIVE - TYPICAL SECTION
SCALE 1' 5' VIEW IS NORTH
12.00'
le___ ROADSIDE DITCH
30.00'
60' EXIST NG ROW
2.00'
/GRAVEL SHOULDER
13.00'
GRAVEL LANE
2tILYP.)
r
2.00'
GRAVEL SHOULDER\
13.00'
GRAVEL LANE
30.00'
2YP)
ANNIE LANE COUNTY ROAD - TYPICAL SECTION
SCALE 1- - 5' VIEW IS WEST
12.00'
ROADSIDE DITCH
O
4:1 MAX
lE INTO EX
26' GRAVEL DRIVING SURFACE MINIMUM
5- THICKNESS. SEE GEOTECHNICAL
PAVEMENT DESIGN BY OTHERS
Hudson
S
CA 6
THIS
VICINITY MAP
N 1/2, NE 1/4, S28, T1N, R64W, 6th P.M.
SHOVN4 VICINITY MAP TAKEN FROM USGS QUAD MAPS • KEENESBURG
LEGAL DESCRIPTION
PROJECT
SCALE ' -= 6 000'
A PARCEL OF LAND SITUATED IN THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 26
TOWNSHIP I NORTH, RANGE 84 WEST OF THE 6TH PRINCIPAL MERIDIAN. COUNTY OF WELD, STATE OF
COLORADO.
SAID PARCEL OF LAND ALSO KNOWN AS 'LOT B. RECORDED EXEMPTION NO. 1475-28.1-RE4833" AS
RECORDED AT THE WELD COUNTY CLERK AND RECORDER'S OFFICE. BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS
FOR THE PURPOSES OF THIS DESCRIPTION THE BASIS OF BEARINGS IS THE NORTH UNE OF SAID
FOUND 3-1/V T ALUMIIF SAID CAP AT THE CONSIDERED
CORNER OF SSAAIIDO WSECTTIION 228 AND A FOUFOLLOWS
2 A
ALUMINUM CAP THE NORTH QUARTER CORNER OF SAID SECTION 28
COMMENCING AT SAID NORTHEAST CORNER OF SECTION 28 THENCE S00'39'4O"E ALONG THE EAST LINE
OF THE NORTH 1/2 OF THE NORTHEAST 114 OF SAID SECTION 28, A DISTANCE Of 883,72 FEET TO THE TRUE
POINT OF BEGINNING
THENCE S00 39"40'E CONTINUING ALONG SAID EAST LINE OF THE NORTH 112 OF THE NORTHEAST 1/4 OF
SAID SECTION 28 A DISTANCE OF 629.32 FEET
THENCE 589'56'1tW. A DISTANCE OF 2658.55 FEET,
THENCE N00-45'SOW. A DISTANCE OF 874.40 FEET.
THENCE S90 00"00"E, A DISTANCE OF 700.00 FEET
THENCE S72'O1'11"E. A DISTANCE OF 2.01.10 FEET,
THENCE 583'24'35"E A DISTANCE OF 945.01 FEET,
THENCE N69.20'20"E A DISTANCE OF 368.28 FEET.
THENCE N00'39.40'W. A DISTANCE OF 68.45 FEET.
THENCE N89'20'212E. A DISTANCE OF 4920 FEET
THENCE S00 -39'40'E, A DISTANCE OF 151.20 FEEL,
THENCE N89.20'20'£. A DISTANCE OF 412_51 FEET TO THE TRUE POINT OF BEGINNING.
SAID PARCEL CONTAINING 48.79 ACRES, MORE OR LESS.
BASIS of BEARING & BENCHMARK
PROJECT BENCHMARK ALL ELEVATIONS SHOWN HEREON ARE BASED UPON FOUND 3-1IT U.S.GS.
BRASS CAP. STAMPED `4978 FEET ABOVE SEA LEVEL. DATUM DENVER". POINT BEING 5895.6 FEET WEST
OF SOUTHEAST CORNER SECTION 33 T2N, R64W. ELEVATION=4978.00' (NGVO 1929)
BASS OF BEARINGS ALL BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE OF SAID
NORTHEAST t OF SAID SECTION 28, CONSIDERED TO BEAR N90'00b0'W MONUMENTED AS FOLLOWS A
FOUND 3.1/4- ALUMINUM CAP AT THE NORTHEAST CORNER OF SAID SECTION 28 AND A FOUND Y
ALUMINUM CAP THE NORTH QUARTER CORNER OF SAID SECTION 2B
PREPARED FOR:
WIGAARD SMITH ESTATES
SHERRY WIGAARD
VELOIS SMITH
2273 SUNRISE TRL
BULLHEAD CITY, A2 884424410
PREPARED BY:
Dig Sately.
CALL UNCC
"WYE wUnkIMu as•fb
t1EFO1F 'tOu OO
1.800-922-1987
moomnatim
ute ri !IQimure.
CViTER OF COLORADO
me127 SOUTH DENVER AVE.
FT. LUPTON, CO 80521
www.wsttsrn.ci.com
slnol: ®w.darnnci. cam
(720)685-9951
FM (720) 294-1330
Western Engineering Consultants, inc LLC
INITIAL
CURRENT
PROJECT NO:
PLAN RELEASE:
PLAN RELEASE:
TOTAL SHEETS:
01-0375,001 00
JUNE 25, 2021
AUGUST 06, 2021
22
SHEET: 1 of 20
5021722 Pages: 16 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County , CO
iiiiimrdnruithI�Ii ll� rs ��I 11 ��� I14, II III
P r41 Vc1 WF: 7a•w
\\WKSYRVi PItSIwv103T5 DD' _00 WRGCAOD SMITH fSThTPAIN•V1CDA0171-001 Wit -DUO il.y 07-\O''S. RrtI.fl717.4634 PM 4uluCAO P3' IH
ALL REFERENCES HERE -IN THIS PLAN SET TO "CITY" or 'TOWN" SHALL BE
INTERPRETED AS MEANING WELD COUNTY.
GENERAL CONSTRUCTION NOTES:
v :II r•:: ''r •'.is '<,C'• ,: Y�/A tR :A :' y• :J'' •.7UfY CQ•STIJu:' :'. Y!.L., :or,i
obiO'....5:2e1 Si:;YGM�M $ .i Trt ESSE 'S1'14.2.94:5.* IKt- P+:11 At), CZ0T S alv,RDS961:.J9tS
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A'!'IOVL 3V ' :: a.6: ; IV:R<S 11R.t:':
WESTERN ENGINEERING CONSULTANTS GENERAL CONSTRUCTION NOTES:
,�'•,heta•.:3M' ''_-,1A!YO.14N6Csu5 . , `SEsc, ;TSNSaP)S
:c •'r : :v X:. 1 a4 Sh
r'. C,Ei:LTIC'ISt1.V • if =O Ct. . AS 55*r.C.?t"Ir--. ' CO! ri eIci2R-0 ANC
C a
'»x:,2N:41:'.34 Ste: St•J'6+dtt'irk•r vik in tt Lin- ON AM1 .2.,L. 'J Alt .t si%C LNil ST T•f POA1
L ' 7..="HE *A SYSi a 'Si,)R iC C4 t4 t-; WATER'S -3 trla' DEPEND 7-;' •I5 n413WATit%
: •. .... S ::,EC: tS N.:•i J. v'JAFAV 3tI 3t Fit COHST ALI TIC CrA iJt.:"00$ C:t11GATICF. AMC
A. Sv. Ji .la'.. ' :IF PR,4J :T 514. YJt :t? :)r'iP A%:F at 't1 L'01CPR LIE
r.
ARCHITECTURAL INFORMATION:
\\
..'d ETC 2V1! ". BJ,i )I6G C212DI IFS SC;.f Y )Iii$.
D7 % T"- SSERtS$N 3 •t SaPk
.. 'C11 '.•el 31% 1.4,10 .. _.
•.v..., • -- r.-- •r• ro•i•t-1;I=Fr N 1 +;swi145ti •REV15E3N5 ascRtato AW:
�,.; 7Ft SID'S d. v
UTILITY LOCATION NOTES:
t' '24 rGN4C.'O' J,OVt•N1 ijC1tCE
UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) 1-000.922.1987
-S- etv tom- .sr& Et,: SJ{E Tft r.C'v1,T35 1H75 Mica; MERE:O f' ET?C (TE Vd' 514:4112i
• ",5, S THE tE3''- •• *1 ) 7Ff' frItICTCR 10 AT!L;y *Et% .:"[:'-SAS S'L' : RV L''s
• Y;h uAC'•; S 2I'S!'RSIPc 'v nv1'V, v ANCCO3tniAt: AR)!TCN.tt c • HE STLIt RMir; I•ER
lPf 417'CE1;1ff'5vJCC
U i 1_11Y NO`'1C.* 8 SURVEY NOiES.
i•# At + : rf:i,?t194C ;'C LUAU_ Ex(510C u 1LIT1ESBi:ir tCR!/(N 4.1I A%)%ERt1C4 if
':,}I C$•4" ,--'.:-;11C7MT'f. times D:3NS1RSC'TOvC,J5S12
•'JT :IIILLY.CCIttCC! S'A.. POT8,t3 'OF CL'V€i4-fCRSJRIRVI .Ka:R:SU TS Litt Can.'' 5
PROV1XD 13 SEC Wit RT LAES f. PRAPAtN i $'RIS ts5 cats Fa?* DES:,5! J Avv Cr:aut.IS "..150065t) 6" I•t
ro'•l ! ! t S.30CCAi;es ton 1.s Ui-ID74A'VCNCTLt
t.( C3NTR,C10QS041 Ma of DWI ICS 0'-fi'atING.Qa-SITt tftairdi'IJe; u! I ES: E lit:.y t: 'A'i Ir'"! 't-
C7k.1RLCrOP'S AS SOLI OUa*JVL NCR'S. Tit Cpl1'R6t •0R IS R_CUiR C C RAN N EAU LNG N3T "v • e 'JNVER CF
\' -.,' r* c\ A t ren t :Wei
WEC - SUPPLEMENTAL CONSTRUCTION NOTES & SPECIAL CONDITIONS
CONTRACTOR'S AS -BUILT DRAWINGS NOTES:
1
3
Tic CONTia: 9R i•.Lit PR:V'OE. 41 f t t :7r' t i 3'. CA' ;HE. PRC FCT Ci ;;ACi PHASE Cr : '7C_!.:'. A CC"?: t L S
;:381A T M.:004 IC THE avg ;Stot7 DR:.'doC5 t: u :)ISt5! rJ i.tv:J61E^ ✓: f 1SSID :3R
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11 ILL _OHS. 5tIf5. 11D NJ: +f =IA 5 OE MU I FD P Ii -J 511110 ES. a.O A%( CI'* • ": •.OVE!I.:I
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3Ehkr` :iF-NOtf5,1`::V'S T;.F5, kyf,S, SIt iS. ' U35. ;EA.' :.
INVERT -•L1- retf3 t: CTIC4dSIR!L'fJF:0 f.; SIClinSEAtRSill'.,.•; rl•- 5,1rr15,Curt t1i,
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CO41'1 7,34 / 'ft'RC.ECT PRtip IC tit Ie R. L:Cfffr4'+L:
1rt tgLe. 45 es) CJFLSi .,5 CQNit•HCATE St&L at SiGNEDCA=1:-,9 f 9Y 114 C/IIWZ CR t*SICASS1E EDI Iii W72N.
CON1RACTPA 1t5.juti CHLWtG
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T,::CHIRR.CCF mitE ' . RESu3rc'1k. 'AN Pa'I EST !VILE VCT Br A'P23V'C
A\„ L!'E915Vt C -tt $ & .. •:•
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GEOTECHNICAL NOTES:
C::'F.: k.CA ;I.•-EICAT RFG,JRfn it ON taRS to •3T :•3rf' 1770401 Jt1- GECTCCnnt'CAL rE.LTE: ,SUES L' —•PE BECOAC.
*017 NC Er.S. C*A.It PA'fWt'fNr, t y1GE'.3v REC^l+•f 5CA1!:YC 1':. R V.;,- 5:f :GAT CES:CN a :DWI%4C i;'
3:.H. •ARDS 5 S', Ci •C'- MY
GEOTECHNICAL TESTING:
' :S" ,a. • • : - .:\ v'CI;R': C30•IVTWlt/Li 'LS 7.4 C CAD'; 1: It. 1DJ!CLtli it, ;ry 3tt\tir
i s un7Llt.\ 7 S 1'i„ cr.o."t i3 5'G\ s r s'e 4H s
? iu UAW 4t-: Pt' ICI: • 5' 4I( lii! II* t,».iPtLh9:O.IFE;CBS;31."Sh'i't%:'`$
L• ' I :'.:: : ` • H 7-31CI'O ft•I Pi `EN1 Nt:L`u:5-'.S:
CONSTRUCTION WORK LIMITS:
i t.;;;Si 1C ' I 5 a IL : !NAT kg!. LS,'S,iIL i) f Stair', KOh\ 'MI'.5. [ACCP! i 5tt'CC-1.55 Nflt1ih ELS;
Cc SS 47ulFS.
rSt'4; S-i Hirt ,h .t:a6;aX1Ce,1lCRtt W 5y+At:!rRamat 1.SA.VAGf?,Lf7)R;RACE: t5 '4 C: CP• I.
aV► NCi CA&'ha. "% .F\. R:''C.: 1• A 16E REA,ACLC 6T 1.t :NY 7aCTCR 5 t •PENSF
BASIS of BEARING & BENCHMARK•
ivh1•_'y At. it 1.444;$ i "fA'4•k L\'ilt et -4w J-CC.\'•t NC9i'•tAi 3- SL$k2F1415T '4 Cf' S G S :':,A. i'S
Sii Nt : it Al IAn4001i.$0`.1V.704 3.i CAS .(rJD3! -ann r:.P tI4-I;71*IF4"C1i'ER et SAC
9 ' • r", is Av'C t {' 120t &,u': t../. Cf' "1 \C'R' •t 3.14;' R7 SLID SE:- 3N %t
'•. :Fa L r "'V 'INS S'C,l\ -, t AA -Si oLt?JNfAPO 11J7 55;5 a_RLSs'JP.SI!HP'r •:9 v •
'i\W• CAI 'G 5:yc6 6i,- )r S.lJlats;:NNE 7SECT:.\5J. rN: R6f.if. •..'%•• _N+, i
SURVEY CONSTRUCTION NOTES.
•+:,Fi /0A 7L: 6 :•Hixt i . • :•.;t:3v77Ct N31T.S ARE ACAA;A THE H0Fvo,- t aASF.
' i"•` i r P:IS ii SS:'V M3NLJ'F v . • 5•tt13EO DAM C'gY)StR.CiCC1L9i,Lt Si REPL.CE)5". uCWNSEt LRVEVO+
It. Cc\, fL:' '•S r rt)6: T•US9•`'.,. t::..JGl ASLMFvf:LT •i tE:i!!RECBy .131
' 5 it* t3sURAC'•i0ET5.4t5POS15.8d. 'VTJ•IND MC GE NJ TV' Ai TA£tR- ti SSJi.tTH71+ltthTS%VIC NAYiEDiSTWjE1'-
'SANG 7rit
! t 51 :VC . ;;IA)'. . A)A) flit (At. CO, Mel S -s t 9F t'ETN A ) 5V 3 •RO'ESSDNL_ LAD S,Ryfv.7t THE :31itR-tCTGA
StRIEVN 5144 FRt'I'CE tVRiTTEli C"t.1f RY:.TIQ: vER':niuG T-: cacao. IS S.TASFk:T:•R" PR;OFf 1G 3:G11t11NG 34
:tie51 nl; 12.4.
5 NI :?t5'>. 3. SJIVEv. w SH I.l rt1ti LTA �J S AttlA.TJ 7• Cain.
b. IM: CQITRLCICR Sit'._ F:E.C 3.Ji,Ei 1,E q,,r1,NC CeCV1C SIJ*1Ct hON3 lot t'R r: .11105NEIENI,'.:NARt 1 -1 Wit. AU
T3 THE 'CPCS+IW iV L$ 5.OIM rfti Dig ANC ii.5Mi iN l‘IllirstltAyt Celitt i,51)4 I DSCR:PMC: c *may I)
SsRIEY5
>1. : c.4,'\LNIL.L BE PEBFOFPED ANC .Aitti.E:"t.t3IE, rt $14 ,OVC, MC 211' ut9L sit 452'£'11%'•1. tnS :Lh
SE ARS. RAJ( +' IISE 02S AIICNWC Del buoriuN, r€5t- 1.5fr!v'IL1194111 NJT If 1uCVIE:.
q :u! 5rt t'S Af1E RAVED 13 31 CONED 13 THE t:L'F is IMto31t `E%' C?aTRLC"CRL 3\NE 7 L%O WE: hit 44 l oMs
9ti5T iit.'3'1 S:At FIG.
.w M -415 16tt LE) tat 1 I'S 9NC.,w,T 1 th S aEV SELI St,ati [x 1:R CCI:' cc TLtt ;lcb2t :
EXISTING TOPOGRAPHY and CONTOURS:
Ro 's \ i .V+r.y\ u14X7-1 CAF`&•'A C9 SEO/Ha) P.f''0:alofte
ri
• `:" ca 'Lt S . - '. "i .I/CR:C, I,l. :RA:t ?LW, A GCT ;NIL \.C h::.RAC' AN) ARI S'r CA'k F jR 1USIRATICI I x.LY
GRADING AND COMPACTION NOTES:
J:•Etrf\C' ..-' CM Suistll t.Cf Ep.R.rDRA
>rr""Jt i,EPU& aY 53ILC{t... INC CL TLC .IOWA:" Y.,
• . -ACtSi it;" i A iIRk5 W 7C F1k S1TxttPICED JS Ct't*1CiEC BY ;.t C .0? $l Well* C A: 1.{ ;Jh !HIL:I fi 5 t4•t'$t
a i :3NCFr1E. LSFIW.I..Vtb Clt ER RE'QV:O IMPR.Nf"ENTS Stall S D1SP35EC -3 41 THE :.3VIR3C'Qt5 EAP:IISE
3 SL, )15TDRBEC AitilS 5-b1 9 RES1) IC 3Ril9461 CtTJC 13Ni AS A tY oli.I'i. IN "55 3-,IE3A1SE 'h:II )
t iN. CQ.IRA;131: +E Rt3P2.r!'I:iaLf fTN AI. •:JI.10EjV0+9A 10 1:\'SSLAE $- ,11VE T 'tNACE a. 'tits tst G c"
:TLC-13Vi)
S t ..aft I, 9 -At, WI' it# ifItca: 4:NCtt ft Z'_ SiiCW7C1.-)t6St^..VIN N '•,S1'i.t%S.1.LA;P R::_NTrCRtIt':::
Ofii.R Su't ft.AL9t&T 3Y:R Il-attlfi aY ••i16r tss stmL '1...S2 *ET TEE isPit:1A TRENCH O-TLii.:OIP,'CT JN
DiOINIli •VSPI:YSE -
514!t1 IF.. 1Ct• b-'Vt.t!53( AL . a$it1S C 6: C STta6EC ILR'% 3kitCW.'VA AN) Sr3Cf1%E SE'ANATE FrNGh 7RLh:' 9': '
.DCiI 11tP45) AS LFPRC%EO B• `ROVE R T t CNAER, R:f `SCt smaita.Gs159VE C.J'P1 flu 'Pit f.ES t!L1 : 'c PRE CORS l
.Ia 7-S --tit NC yi7=•xf ) C 4c ) S SATS9N.
5 tit. CCI iRAZIOR SrAt._ Mt:T Tit; PifeJE:r. SP:CIEC41iCt 5 'r ;S lit CWJiRAC 1GiS 45SPQ4F6h I Y : C34UL:1 NC
:00RO NA1 E K19. Olt UY l - = GEC"E'UMC.IL-EST '<O r 5N I l /.'OCR 1, .NI '"I If t Pitta , SPECIFIC* I fCNS ANC _ TN AWE.
9 =3t GRJ-INNG \C StEGWid t.ERE:'N•ii ESE ANS. RE'iM r3 LALWJ'E' CRAiIuC 8v C! :RS tkSCSCUM •1h -t R4.O NC IOZ
'R3V1G o 6v :T 'E.Rs.
• lilt aWtItf46'fERIC$. "74,ERAMCtS ANt- t 0.10 r
::''V'.::; 7!rs •t: •.170N1tin B.;CNn Si.0 i E" 7C*CK M.Itn•rCE?D:1Y:JC%CTh'U311.1 : ',5'-iltteMCi51'i
:CANT :II' S C::FRO \'EO b 5'Al1C>1ftC Pffi 'OR A5!`i :•691.
? :0Ktt&C1,Jtt3Novo- tit""CDon 'EASt.t%ASREG..iR'7E'Ct`AJ.N51:%)ftI5'OR fie cAlcnr- Wit
3 I',I CCS$-W'I ;c AG"C3S'v1t I I Tt5''M, 'APFONEn _N-5 £t, EtI511N , R 4Ci 3nL : ^d5 . i'l , l •ESE 1C! 'r* ;AVM
CR
:O3RD,,NATE n91' THE C•EDIECMN CM. CCNSU.-PS iCGAiD'•IG =R3f cl'GN 'GAIN$ CCT:S 1-.{'M,1.i IRLF'?i .3L1S
1.
(WELD COUNTY NOTES & REQUIREMENTS SHALL GOVERN)
EROSION CONTROL & STORM WATER MANAGEMENT PLAN:
.N i r rt75•:t.:Chi ca ML.$SJla3'T.SI 6t I%514.. t I I'; ( AIL\ CRA,INC. 1 iCCD COitf1 DGIRCCT VAC Ca)
4112so't41S(JLE%3TItiSir5`StIGArERAI?C.ALALSOS'AT= SALT''F1:F1'tl REtote M'N'5
ai 1 T:f5IUM U .%R:AS 1'.t.:3tr5T arC r3V 115' L M'!S! SnLLt nc iNCt.CgD 3t SA. T ;ova 4 F'Dt k Iai. tip N.3! 4 •
E • 513
S'L1sEc t:11:LCt AT di. !CCESSRCACLCCA!a'JSAD:kCtM( IC& ETItMui3SILAOS It6FIC•I
., S,11-
,• SEE ERCS•)4 'RCTECTWN OETAD 5 AS y1•(tIF'i1 iYv CRA'IATCS
i1 r$ DECcNIRAC ORS=.3E-t'NSRun 1CMtdN A'IN(F,S:ASCh.4 SFECNu,rtTERti._S.ETC) 4NfANDL.: L;-s3s
a! CTtt1IC I P C1SSLR' Unit F»;i A:Cf'TLIQE Ds:k SFED'NG'S EST3A Sf;, ttt(HFI1ER CCMFS ;757
e tti CCNiQAC!3a SEW, PROVIDE SVItEoorC fa VE:EWARV TC 4 -L -F PRAIA F A•f; 3)61 IC R3L3A'rvS C.E.V. 'JI DEN i
SEEDING:
dlt SEE )INCA Still a= P_R taELD CCi)vT• RESEEDINC SKEW .Rr.) AS ACai"AaLt 1: 1t t PR%K.R1. 3LYMt
ADJACENT DITCH or LATERAL WORK:
C W3RA SHILL WIPE -CE Mi.V'is fill Cf AIM )1ICI y;!_4 f At :3? J. WAWI :CP` AT it LSE CROS5Rii,
•T10VS AS Nu"f) 2.. TF£ !LA)LS LAA.775.5 C'1ERkSf nx?:Yi1 Pl ' .':r\ -R NVC irtf.laffiter iSC. CCb'PMa
'Kw *chili 5't, d .LS" il!D1 ttAttR/LL '. • iL'u" 5 -. ::, Rf:JizT£N-SCVo5'ECFI:l1 765
Pt ] : ' : 7 u S .' J i ,v 4..
CIA •l,.`: ,v ,, . .•i R- S!,:SW1C
ELECTRIC and COMMUNICATION CONDUIT CONSTRUCTION NOTES.
RELOCATION OF EXISTING LIGHT POLES AND EQUIPMENT:
k•CA. 7.316 .:A1 . 5•!'t t.. t_ A. Ctt. .t ).r.; S. A-3 :-5 AM; L.t5; vC
Wolf 1,000V.rl:%45--44`e •r+41
RAW WATERLINE CONSTRUCTION NOTES:
i IF THE SPECIFIC IMPROVEMENT i
-4 DESIGN NOTES DO NOT APPLY TO THE
IMPROVEMENTS SHOWN IN THESE
PLANS, THEY MAY BE IGNORED
J
STORM SEWER CONSTRUCTION NOTES:
1
\' Xt. t CCh&7: it POI- A' I H K.HB: H v :9 ' S •' 1 ' 'it
S:11RN SEWER PL\
5'145 38GvI 30 \..
t:':
C("- - 'M •:4v 1 C'+" 9-vrr _A_ • .'+> •_l1•r-'ro^_ ffe
" • Ca 30 NCI t1 -f LVf u ESS. s fit -1 RAH[ •; t CW 36 1ttit l•IP- .:G
:AS" !VWr-E TEES WILL BE CtIA4:0Bf 14 fN'CUd.R
•'q ?C!FCi v -7S. n155DIItMWIS: tan.;
a C:41114 ;TAF ) S 4M -Et •01.0,1046
19t�1c'F.fNF7v-�A,tti- �t?=f7i,•6E•SODRBiNA
L\.:C: ..1._ L E 'C 1r : 3t' 1 t'A't 1 :31ii. • \S'r.'al
6 4"WAY ra 1.0iEI' :• :_. ,• .Y:, ''t '1) IrF 31JiMSEINER ,Nf39$Sii IR M%1N14$6k0 t,t$S31•ERdrt
J tqhomy. %tuIIC9 &3WtLI0i t. dL PL4NTANEG 47 A. _-:RL554:S U. !: ii C' II7' SF NCTEO
hi. L -1)G1 45 W STRW SEfERlni'= .. •'a'.,.:, , III P1.•V S 44 HEIS-9C KA IL :.- t . '.:tt;trR 13 U$ItFR CI
Ali StRtC—o*S. t'VVI, at S, *10S. : 5. t.\D 4i S._iSE55 3114ftr5 _
SIC" Sulky RtAL e: a•P if5Fl : '. esc t %4CiTFir rAw'C-t5Snt is S'r. ' •• '\ C , . .YA'iL TESL
.445TORMStag P9SHAH. BE .' •.CltAA, AND ••r• > JBSIeJC"I015istO.C'•:_'' :ENURE
aurorae.
aPE.We5.IEfs !h7a-CCES5JR'ESA 1703E UPP. -. a' ' • WE 503P AR
EACsfA13V9Atl P LEMVAlEC) LSNECES51RV it ACA -It; A e;Y `R t.Cr•
.):LArts( -05 fir ;Paz '5R:C.*C ;B:'WI. 01 sit I AN 'en CLASSt'':'.i91O'ft t'ENALLC:EP1A\CE
7(.SM T)Q U,
4 411. STORM PttVG lit 5ER7!:l1 WQVAif' _N;(SS 21ttQ'h, `.:'LC.
I.
t
81.
Q.
'S
STORM DRAINAGE MAINTENANCE:
a ' 4 •SI'Cv'Siblt ".1 Iil G2t WC 7R I3 PERE tROSI)ll LNC SEG ENT Caft:1 1S MESS: - 1N2u)ING
•S' AI;) t" r« N"1111 :/'Stnµ EC DAL 'kAG rlCtcT N5 IMSItt 1-t C-J7Y511LC ICX Aria% 1N : Kt" H
,� :A: tFFtiS lie :'. i \^t t;O\ Ali; li :f THE FACIA -25
SANITARY SEWER CONSTRUCTION NOTES:
E .%-, ,v)). Sn!a. if RIGtC •'C1. "j- i : Lit is i. i tit.: ASTI' 03014 (< ,S) WAS M 6 9 (5 r:1 AIR ,V,L - TH :r NESS S=7
1 .5y 16' 2R )FPT 45:;31
i altI-tea 6CF344.:7.'4E9rYdvChT•<E)LSTE1ul''TYItAAISR; FRG•!THE fah 'F17"3Nr3L IcIiiCiNrt'1i
CC WLNrQ.1
3 1ft CCNIRACT:1St+1LL JIST,Y._ IEMF:TTaivPt-GS Pt Yi MAKHOFS:•I lit PINTSCf CCM.CtiCMT THE _AGING
SI k -R SNSIE$S. Rt!•i5 9MAts E' i N LN P,AQ LA' : CONS ItL11Cie JCCkPIAC t SSJED, .-Y AH Cn in Itt
StiAi ! ? R:I!(;.EO RI lE CYO !ACTOR
4& tR INITS II i.ALi:AN ANTS Di ¶R11,IITAT 1.N V V MO"altitrl S :r, .X11t'r., -,1.1: ) SLRFI,':F3 iI,lr!P!
: •-• : • Turf r.4'o!L1? _ S S''t3. `..CAI 311!f4.:4C TYE PEI r 'TER ti t 3T DISF ).
STREET CONSTRUCTION NOTES:
5-t! r'•"Jvi ."i'C BE C0WIE T_DFER:NEAT :O.V" t Cti5ii&C':i_\ SI NN15RT,y'- S srucif'r.I11J.
i , Ati_`6iii'+M4': E.4.0iti'+-ir{L'><Aiett ll.if:sEC•It
ROAD SURFACE NOTES:
i
ru : ?.7.'D S R':.: ES1D% SECT',N t 3' c':R.E:pit •Cx: ;! lqt s't cousin $TA\C4R)S !S D'TAa S:. SE'
CEOs C'tUCh *+711.
SthhNatjtga - NS tot IAi04Sl'u15T. i{l=Lt11FE43.FNR'5'ANDl.R1S
STRIPING NOTES:
S'ANCJRC PA%tING STL.l StiltNaoMFNssissflia 9,11 Ell DICE 8I AC It_T LONG Lf .ES53T i:R1Y:,
k : SIRi=1h: THIS NC.* :1 '0 B- WH If MISS 31ttRIISf NCT EC.
•AIRP:..'P ST:.: , !, C RESIGNED t STR#P?C PER LOA SRftif ICLT N$. LSE 8t t S W 1I I SIt Q.C; 1. \AN Ct:
--1'; SS S SIC WC. E55T.N ;t1O:Cl'SSt"5T.;LlS
4 \.•'r. d.'. _.. "3'i-_, :AS i:NESMot EVE -Fy'EC-lE17YQ%t '5"CfCRL4RCA :41•,)_
.1
t. tt. t ... - Y ,, . .._ ..: 3V ilOFtM'7 tR.--'C C)VIR:
6 ,rtt'QIA. ') '' - ki srR,YU?C A":rt ;3\-i .CIS Up it a Mb 57R, -I% asb.,h w,:, aE Rtcu.REC l'AVEreNT
gE•!'OVAL A+y :._ ALLATIQ, W4_ E: Et Rt5PCNSBIL:IV CI THE D a..EYERFCtt TRLC`0R
t A5C., '3! SIRtPINC UV tt • ItL' t. . R:C..IRE A•,FP,'ZWLt. 34 It E ccu n PWCR IC APPLIr„61 3N OF F I'4Q $IIIPING.
FIRELINE and WATERLINE CONSTRUCTION NOTES:
b'7 dWLM OF --s f :f " 9F CC"f:R )1'ER i : :OP Cf TEE if i LANES L G O: PULL Aisa-c ij' C' N'11kf1Jl 3E :09--R
ctit FERE PCCIE:TICN _NES;
; A'L'IT, rrcrttA{ 9.:PARArrci C
'd" SI its. D:. rANIAf•EO AT ALL aftn t,G5, k111s of (AM. NOT 0
3 Au.LEN:ttSOt 1E.;!AEAAE*I. •+1CITECIKNLOIS5v00NCk tt-1INS Att. rt.L51.040 CRt:ONTSIt<'KV;
aim;-c'ttMIEA:f Ail VLIsES, F TT'FS.5E\05. ;fts.ttc Volt Ca. R15ERS ME wit -Woe V -R7 :3AIV
L. P'l C eYIF PitfCT NI. VIES T;)4F AMA C 9)0. CUSS ILO. ).LP r 'WI; 7.CICi 19(5 t.0 if -TAGS -o 4.
PlkSSI)%E :t..5S SSG A le C0MFLY t TH :1,11 C• TO. aL ' FEld E ktIPr.AT EH.; RS 31:+1 SE Cl SrM.I.:R `? '
V;SH EEIL S).
AP';SG SAW Ea TO St .SFO GNU t 7r Itt'PGu)Rg 51.Cli 5 'S
ALi. TEMt3 ail1 5-:'A ilC St rteSSHAT: R NJA.r5.
Att. TEES SIAa Ft Wi,Yt. It-
6 ±'H P.O1t C 'A ANC WALE 1.9 47.5 WI. Bt it`O:OS-iTICAI. V IE31 :Cr oo't 4371 tm,..R5
ALL visa CF tJ'ES, i'IC_J3f 5 EIRE t.UtS. AA ION DISAtt:TECA10'k:5SuRf 1LSTE". P:R:OJi V 5 1' 0arDs
o "DIPCRsV 'RIVES? SII.IL44 U t'6ILLLE) AS RLC JIQE; IC fiat Ad) TESL TEE u\= HE UPPING SSCOaE SrVtl_ BE
tI1, G:O'd't 1 A 8RiS5 PILL IPCN CCMP.E!I:V
9 t13NNtillt:(t.P3AIML1I-tVPIC!Cjiat%jBfN)1- ei:i':EL() 1IL2-'3 AND rilikG{CLittitCIIC4'kW
' 1CRDSTAIC:.
73 MkR. TO* *Pk* 3 S• THE Slot PAV.f-IC;W?R
-t'V.I Al S's. BE GEW.ltit0 RS'J Ct SS -a'' Tn 1' ',..' tit ';4C: Pty[ t\''"U! C'i" iRt' CH
e ttM-Croi f /Nti5•f'Mt.. B 46;ot: ' t' - TAW -.4443-:r *-rt).{•rwS5,-martett
res Mfr' -tt9.sikilr teitti orebvr -: t rrlc= x'tt t- •": 449*11L +ItiF LACE:? 4%41 * kit :a<.
+BLOC: N!Afi1E R PI)515 nI tk,DS:aP- AREAS C4 Pt 7rWdN' S:r. • ••:'f..r•li 4 rR6Tnf, a►EU StJTAC:5 A6:1 A. masIV ••-t:_. S r"L' .l:
FIRELINE and WATERLINE RESTRAINT NOTES:
6: n 1 1ST &CC<S aM) P'.GA.tIC RE5 RAlkiS'A.L 4115 Rh) '7045) IRE KOLA::: "silt 404 WSWvT (34.5NAVPP{NGAT.D1,:NK•SS-ta! aE::41144tt'StvCO- k+.CI"G Wirt PYCat U335 Lt. It 1(y31 5f510404'CCv-00 -,
5ittlt 3E IS :L•' 'tblIRESSvE 5TRE11Ctti 13,5)3
dk rECtt"ILiC S S .. iE RE51R;4IltD USING 14*341,U6 S:RIES no P. (I¢71 J34i1"S).ft ?0Q; SV ;SP. i Vi ft,
fQi t /ally..: •. : : I tiS I ..515 -EH) 3l tff' -151±1 SACS V * i)36 C.14' CR A"R7•?VE : Et3l1L
ALI PJr 7M :JO: S Sit: _ et RESERL•V:a .5t•.C WEGA&L"t: S:RR5 fat OR si. ! C,E 5-Ri:$ i393{'dt1' 01 4MlttY'
(flu4 WI'uUN it IMAM' tCUES.
CCM.ECt 304 TO AA=7t$1INC STEP Ili', A *Pi 341E .'ALVi 9141t RE RE5 RAWEC:M ELCit S )t
A;
6)
t «if ERL4f a\,. ut SIR:4ka Faatu,E JAh?SE 1 99GS LLI'C C OUr46 Co6itCI ;e. Sit. B- R_srtt
Al'PFal'-I33-E 'EG3W SERFS
'0 INSTA.t *GALL 13 M%S1I'41#:i11ttc Am Fit titC5 SIC V-4.WS, WC* aQ :5.1:0 5. IN EATS -#,;t
TFfLVRRLtAN)AVWvFR31FtialG.INSTAL! MELA SERFS MC' P?R%VO4C'tMRSSTtCWF{J51pS. MO'
Al TEMPI 10 RE'KDV1 tR 1151 VG I'91.I.fYiM_R SEAN)
6
IP!SiRts 7 tit$I B..)CAS Ilia ATE MluRit0 iARLh3 It: OCR-CIMCN :l I- - At* 114. Mtn: 1 3N tut s'.•
toms Auto Asti;005SI' N=C_SS-R1 ftcifi1I93.0C%NC THAT VILL.BFAt-:N.J..^+5is51.1E0
SUPPLEMENTAL SPECIAL CONDITIONS:
L. :il P)III"S OF CCNV[CTSGN IO RV' EAISTAIG PPE .J6 • tL EXIST FPO 4TII ITv CROSSiVC'S 9%4— BE 'OiHGJD;JC 1*
MAttON LAID' 3k'IPEMATEBW.,PW'CAItTFR. AAD LW 314% E•'5'i,C !N'CfdtSItr7JSiA t 8E kity Ally`
;Mal) 1011EC MDR IC CRCEffiN;i MAT "_RLLLS at ICI `XPEIW Ca 1H S WORtt•.11ON 5Et VEND f Xi IONS L4
SHOl1N:A tit R:J6
2 fG.131V'AGSCCFSIu.PRESSJ1I IS 4,:•'tAct) tit Snt.LBE 4C0 liat•NGmiff A1:
9AIEME'uel THE co. iRlwio -ts.O ' Laul' it,i31nt iC1J
3 47:01.9 PRC'G7f5S'tfANDSNIL at • F,Csitt :NGWE'R.c-ya ACTOR 51i'EJ:tA:EtEEVI (SILL SLIPFRINIEN)EN'
S:SCaVTRaCrcR5l.CC COO STMT ." • . )
r. ALL Br-Ja m Ft'7:tiIt • OWhfR fE t . t5 a C32R: $P911/3,\C' MUS bf RA..TEo ?N GJ3ft ale A*etc 'f-
t
k: M'to'C$E0 1PE AeiSb tL4Ti7 SwLi St nil. EIEt Li •ri m f is Stio?f 3E C.I PP€ 93C14431;10669"1-3"'
u113F IVSI
JsLf'S5 3+H: RW15t:.iPPRG,f ) ANC &lrAVh 0't tht R ZNS tiI CLOSYF<E PIECES. F 38A,CAT'D B:ND %3'as LNC J
PIA'aAE5'A
PERMITS
31tL INE ) B•
SuItGif IC Ft Rill
S"AIE 5CREME.' Jr M)NAD.NENT RAN PEREIII y'NL!,LR
R )LCfiL2G: a RMU
tit 0:CA'• "r:.,:N4P:N•'
REQUIRED SUBMITTALS
:it: if i:ISu3C3i ifRaC 1CR
T1NERlwEC :3Vii4CICR
.0'i r Rac t OR
)ttt+r
31st tc ,:¢ C•CPv"R6:"Cu
:1411t1%"A Crta R.'tC-a+
11940hEri$T5, CR4C4i 1015, M,, u&s a%5. P70CTOR ISIS, 13CA C t5. I.ic. 3iir
$. ^A' .." f NGi'EVR 'N) ROM 7'E) T1; I HE tooth
:,Lt FM7 iCi•: •' HtSt':.. I J ..S S rTf'R7iE0et t.f ENc'tci9t.L1 3E Sgl'7Ti=0 43 THE :Cut v.
(`SSlEHidl 91::J OaIONSND'RCi)UC1 DAIt 9t?TS CILf)
PROJECT CLOSE OUT:
l 5 in +i-SPJN4IBi iv 3' T t CONS f&CT'Ch C7.iRl,:;3t -o PERirJr5 F:R05CN C.7IRC MEAS-*S
!L W -)C5) Svc -0 MJ:INTStk COVSTi1ft SV PaCd .t FS T'R01u' I -E •:0Ar%UCTICN PRv`CFy5' IN 1 %•SA'A'R Tt42
OA -SE NES THE IX'ENC() FEN: T 3N ANC L F Of THE 'Lt If S
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ADA NOTES:
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GENERAL NOTES
•
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CALL UNCC
sktt WORKING G DAYS
$EcORf YOU DIG
1.800-922-1987
....a Wa
.ITILIn Horrortpr.
CCNTOR Or W19Nit30
1.4 T AL VEAL
14? t/C.c.[s<2.i 2"
f):SGNFO BY. DC
OQAWN R' C'C
CA; -C<;-', BY :SC
P?OJCC- NO.
01-0575.001.00
HOC CON y
0002 -NOTES
S -ILL -
2 of .2O
5021722 Pages: 17 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County CO
III 111,1ratlI liii!
snow 1 746 41 PI/ AutoCAD Pat ;Hap Quality Print) Fc3, WFC 74.36 WFC )4 3F
\1WKSFIWFRV Shae\037S OC' _00-WIGCARD SMITH FSTATFS\Dw4\CDA037i•OOt•WK-PVD drq
NOTES
THIS PLAN IS INTENDED AS THE EXISTING CONDITIONS PLAN FOR WIGAARD
SMITH ESTATES.
AU. IMPROVEMENTS ARE EXISTING.
IT IS THE OWNER AND/OR THE CONTRACTOR'S RESPONSIBIUTY TO ATTAIN ALL
APPROPRIATE PERMITS AND REVIEW APPROVALS ;ROM THE STATE OF COLORADO
AND WELD COUNTY RESPECTIVELY.
SEE COVER SHEET FOR BASIS OF BEARING & BENCHMARK.
ANY REFERENCE TO EASEMENTS, SURVEY POINTS. DR EXISTING UTILITIES AND
FEATURES ARE BASED SOLELY FROM SURVEY INFORMATION PROVIDED BY NOCO
ENGINEERING CO. - PUDF14-0003 CONSTRUCTION DRAWINGS. DATED MAY
2019.
SEE ALSO CHANGE OF ZONE PLANS FOR WIGAARD SMITH ESTATES P.U.D.
(P.Z.-t150) PROVIDED BY JCM DEVELOPMENT, LLC, DATED FEBRUARY 22,
2011.
NOT ALL UNCC UTIUTY LOCATES HAVE BEEN PERFORMED. IT LS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY AU. UTILITIES ARE LOCATED AND
SURVEY PROVIDED TO THE OWNER AND ENGINEER PRIOR TO CONSTRUCTION
DRAWING RELEASE.
f
•QINO 7' A v Ad
N0iU- A CC'S ..'•. '.:y,` o i
'iN. H04*, �.. 00
00
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SYMBOL LEGEND
WIGAARD SMITH ESTATES
CONTRUCTION PLANS
PROJECT NO. PUD14-0003
00 EXISTING GAS MARKERS .EXIS"ING CYER-.EAD E_ECTRIC POLL.
EXISTING GAS Witt
LINETYPE LEGEND
0-
-
• • - • • L4 ♦ a •1-+ •
C
SA
LOT / RIVER -1' / SECIIGN _ NI
RIGHT OF WAY IIN:
EASEMENT
SETBACK
10 do ABANOONLO ;.OI LINE
EXISTING BUILDING. CURB
E3GE of ASPHALT or GRAVEL RD
EXISTING C4A NLINK FENCE
EXISTING WIRE FENCE
POND WO W/S
SWALF
EXISTING OVERHEAD ELEC
EXISTING ELEC"R.CAL _ YE
EXISTING SIO. U LINt
EXISTING SANITARY ...NE
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING TIBER OPTIC LINE
EXISTING 1 FFH0NT (INF
JR'VE WAY
30' NON - EXCLU9VE
ACCESS & UHt. IIY EASE WV
LOT 'A•
RECCItOEO EXLMPTION NO
4 79 78 1 4i 2126
▪ WEST I OF THI NOR Sy OF THE
N
NOR IHI AS ft of SECTION 26. TIN, Rb6W
%. T
r ' ` a.
61,1S9 \ `
\ . \ \ N
\ y ♦-
\ 1 \ \ \ \\\ \ 1
\ ' `
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. S 27769 '998
Ct"NTil1 NORT-, .k. SECT:ON 28.
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X30 EMERGENCY/ACCESS AND
h --PERMANENT SERVICE EASEMENT
REC, •NO. 4090600
7 —r T- ata _
—T-
LLC I RICAL
FENCE
PER WELD COUNTY REC. NO. 2843303,
ACCESS USE OF VACATED WCR 6 "MAY
CONTINUE SUCH USE AFTER FORMAL
VACATION BY WELD COUNTY"
RELOCATE 1238LF
EX FENCE
SHIFT SOUTH 10'
- _ /
• '.CA.
• NCI.
/ / E'HIVA TE 0'R I OAJ
-Iaaurary cl46
-
/ r / / ▪ / , - \ _ - i / /
•j ,'
RELs1QATE 442}F/ // //—' \ _,-..-- • /• /'/'/
EX FENCE / ' / 101 ,�� ` • �er /
k /
/ / ;el':
VPt1(1p� *de
/ i
/ _ _ / 13L �4fil!! l ��/
IN
/ i/ / / / XXN,f7ilA0Dµ1I/
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•
CFI
THIS
PROJECT
VICINITY MAP
N 1/2, NE 114, 528, TIN. R64W, 6th P.M.
SHOWN VICINITY MAP TAKEN FROM USGS QUAD MAPS . KEENESBURG, CO
eQV' i V{ C r.WITINICE.luk
FOUN. sr ALUMINUM CAP
L S 23501, '995
NORTHEAST CORNER SECT10.% 28,
TIN, it64W, Ot lett 5TH P M
RIVEWA) _ - 111764' TO CTNTLRLINL EASEMENT -
/ / I r .T 1 ...m..
7F —F
/
i
1 1 \
1 1 \
l I \ l \
I I
515 t ACt• SDI: Or R LINT
I I
1
I
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\
•
NORIHEASI A 01 SECTiON 28. I'S. .164W
•
•
•
/
TATE 793
HEN WON AT V
152
FOR FIELD
41 2)6
OR JNO
1.• Y/5414 11.11° "5\5:41..."
/
7 ti
/
REMOVp 1029V
1 I IC RIC e/
-r .„._ftxl-tcr-crArtria-CASIN
vgdrics NO 5 2.?
yr_x,. cAp •
L 7593/
.22
120 60
0
20
243
FULL SCALE: 1" 120'
1,E.Rt< AND RECORDER
(30 r.ACH Set 01
NORTerEAS1 Of SECTION 28. I IN. RE41
RAVEL
UREACL
/OuND 2" ALUMINUM cAP
S 25937. 7001
NORTH \sin. CORNER
SECTION 28 AND St CTION 2/.
- CENTERLINE Of TRANSMISSION LINE
'N.'s— EASEMENT ENO 1322.54 SOUTH OF
ntil NORTHEAST CORNER SECTION 28
cw000—
w 110
0
olz
fit
ts
a
IP
PO St
EX. COND. & DEMO PLAN
H
‘71-
cn
LAI
Dig elSafely.
CALL UNCC
BEFORE YOU OIG
1-800-922-1987
MOTIFMATION
Cf..WER C4:400.4.10
DRAWN R" I E
P7toJECT NO.
01-0375.001.00
0003 -EX CON
3 OF 20
5021722 Pages: 18 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder. Weld Ccunty ' CO
rdurfiAl;tk'�171h�11'�}tk�+�Y� �G�i�4 �ii�6��nY4rA 11111
NOTES
TNi P_AN IS INTEND() AS 'HE 40RIZONTAL CONTROL PLAN FOR WIGAARD
511TH FSTATFS.
ALL IMPROVEMENTS ARE PROPOSED .UNLESS NOTED AS EXISTINC
IT IS THE OWNER AND/OR THE CONTRACTOR'S 4ESPONSI3L:TY TO ATTAIN ALL
APT-ROPRIATE PERMITS AND REVIEW AP;ROVALS FROM THE STATE OF COLORADO
AND WELD COUNTY RESPECTIVELY.
SEE COVER SHLtl ION BASIS Of BEARING tr SLVCHMAtiK.
ANT RrrrRrNcr TO rAstMrN75. SURVEY POINTS. OR EXISTING 111H.114-5 AND
FEATURES ARE BASED SOLELY :ROM SURVEY INFORMATON PROVIDE] BY WOCO
ENGNEER'NG CO. - PUDr'4-0003 CONSTRUCTION DRAWINGS. DATED NAY
2019
SEE A_SO C'•ANGE Of ZONE PLANS FOR WIGAARD SMITH ESTATES F.U.D.
'ISO; PROVIDED 9V JCM DEVE_OPM(NT. LLC. DATED FEBRUARY 22.
2011
NOT All 'MCC QUIP' I°CATES KALIF BEEN PERFORMED IT IS THE
CONTRACTORS RfSPOn5 B TY TO V:R,FY A. 14111I11WS ARE I DCATFO AND
SURVEY PROVIDED TO THE OWNER AND ENCINEER PR OR '0 CONSTRUCTION
DRAWING RELEASE.
PROPOSED LEVEL SPREADER
SEE SHEET 110 FOR DETAILS
leivt Mf •�
V✓ In
SYMBOL LEGEND
.1 EXISTING CAS MARKERS ,O, EXtS1'G OVERHEAD ELECTRIC POLE
EXISTING GAS WELL
SA
SS
WA
WAS
GA
EL
T
PROPOSED GRAVEL
LINETYPE LEGEND
SA
S5
�1 a
WA
WAS
GA _
EL
r X
)�7.1F WA
33' NON I FCI.,S,vt H I
ACCT. S5& �' i''v I ASEMLN'
.O; -A-
H' GURU' U , Xt V' -''.O? NO
1475 - 28 ' - .1! 2126 r ( I
S90'00.00"i
6't7
LOT4
6,000 AO 5
• A. No; CAP
5 27769. '998
_-
N'FH \DHTri ;is T,UN ?T3
r7B4W Jr tr.i: 6T:. 0 M
00' WA'IH
Wt,. SE'T;3ACKt..
0I / PROP' HIT / SECI.ON IINI
416. OF WAY LINE
EASEMENT
SETBACK
TO BE ABANDONED LOT I. NE
:XISIING BUILdISG. Cu4B
EDGE of ASPHALT of GRAVE. C]
CIIAINLINK PENCE
WIRE :FNCF
'0Mb WC W/S
SWALE
EXISTING OVERHEAD ELEC
EXISTING ELECTRICAL LIKE
EXISTING STORM _ NE
tXISIING SANITARY 11%:
EXISTING WATER LINE
EXISTING GAS UNE
EXISTING f BFR OPTIC IMF
EXISTING TELEPHONE UNE
PROPOSED SANITARY LINE
3R0POSED SANITARY SERV CE
'ROF'U5LJ S'OHM LI\:
PROPOSED WATER LINE
?ROPOSC WATER SERVICE
'ROPOSI3 GAS Ilbr
PROPOSE) ELEC'RIC UNE
'ROPOSED TELEPHONE LINE
WIGAARD SMITH ESTATES
CONTRUCTION PLANS
PROJECT NO. PUD14-0003
UNE TABLE
LINE •
BEARING
DISTANCE
L1
$69'20'20'W
1386.99
U
N7676'03'W
482.23
U
N90'00'OD'W
141.68
14
N13'43'57%
120.63
U
N00-49'o6'W
163.86
I I
wf(T45'50"W
4.n 6A
DOMESTIC WATER WELL LOCATIONS
DESCRIPTION
NORTHING
EASTING
WA -1
4171.2346
3002.3272
WA -2
4162.8697
2969.3609
CURVE TABLE
CURVE A
ARC LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
80.39
320.00
14'2$3r
N6317's1'W
6.18
C7
76.70
320.00
1Y4S5r
NB.T98'01'W
76.51
CS
41.60
165.00
14'3$04"
N06'2Y23-E
41.79
C4
6184
166.00
22'45'25'
N12'11'49'W
6511
CS
65.69
165.00
22'48'42'
N12'10'11 -W
65.26
\ t t ] '7i 117'1 WY s.y'"l'K - •'.A {u V" c9iisc- !nsif RDIs L ? '
30' EMERGENCY ACCESS AND
1'-- PERMANENT SERVICE EASEMENT.
REC. NO 4090600
_ 24' EMERGENCY
ACCESS WIDTH
PROPOSED 18" SIM CULVERT
SEE SHEET 12 FOR DETAILS
Y . . ' K . .
PRIVATE DRIVE' TO BF
WIDENED TO 24'MIN ,
CENTERED ON
SECTION LINE
30' ANNIE
`LANE WIDTH
• Nef LI& .ie .. Ni
0 A
•�, C3K.it. ) ' >tf. VI'10" hf
♦.b .'b 1 "' +6!!
t 1 r s w
COLORADO INATE
(5S COMPANY MOO
50' N10E)
\RIC ND 349 1W
CONTACT STE EN BACON AT
(719)520-4743 FOR FIELD
\ \ LOCATION
LOT2
761.16 `>5'8.I_
a• iitf :NOit',r t CS
;.< 0, SF C.ON 78, '15. 464*
PER WELD COUNTY REC. NO. 2843303,
ACCESS USE OF VACATED WCR 6 "MAY
CONTINUE SUCH USE AFTER FORMAL
VACATION BY WELD COUNTY"
THIS
rROJCCT
VICINITY MAP
N112. NE 114 528. TIN REAVV. bth P.M
SHOWN VICINITY MAP TAKEN FROM USGS QUAD MAPS • KEENESBURG CO
1a0thj Of _ CQ TIE CL I
OUND 33i- ALUMINUM CAi-
I.S 24b0'. 1999
%0R To AS• CORNER SECTION 28.
its& R64W, OF THE 61rt PM
F. Tr5t M.at
a'ttom
wit,. SL1DAL"
ABANOONEO
GAS WF.
-
PAM 41 28 Loy i
REPORT NO ¶ lI7 AOltS
00027394
GititoNG.
MONUMEN I SIGN
SUBDIVISION ROAD SIGHT
DISTANCE TRIANGLES
PER WELD COUNTY CODE
SEC. 8.6.3
—40140'
LOTS
S"7 ACN,S
11•Ftft. WptghG DAYS
StiOOt rOV :tai
Al -1 • . .<;.
rl A.,•'t.OfY yt1
SEE KEENESBURG WATERLINE PLANS BY
NOCO ENGINEERING DATED MAY 2019.
SEE ALSO DOMESTIC WATER
STORAGE/TREATMENT DESIGN BY OTHERS
COUN I Y ROAD 6
y)CA.
PiCtitt (tIO.s
A.cPL Al TC D
SCALE 1' = 1.000'
120 SO 0 120 240
FULL SCALE: 1" = 120'
HALF SCALE: 1" = 240'
I 0 00' RIGHT OF WAY
LERK AND RECORDER
F BOOK 14, PACE 639
(30' tACH SrDE
Sf C T.ON _ INF 1
ACCESS SIGHT
DISTANCE TRIANGLES
PER WELD COUNTY
CODE SEC 8.6.2
29'x655'
PROPOSED 18'
STM CULVERT
O 0.5%
t AS ' . ...alibi )5 Of Tr•i
11C4 A . . ;;110\ 28. TIN.
RAVI
H.- AL'
O Nr) 7 A _V'1iM CAP
S ?t93/. 2001
\51t6. Cu''7>,.7
'.i• ' ON 28 AND SEC :4N 21,
'164W, CY THE bit, P M
CLNTERLML OF TRANSMISSION
ASLMENT ENO 1 327 5' SOU 'r Qt
',-tt NORIMEAST CORNER SECTION 2fs
Dig I Safely.
CALL UNCC
1-800-922-1987
u'llrtv NOTPG1)ON
cneCTI Of a%OfIAao
RFC
01-0375.001.00
0004 'IZCIRL
5021722 Pages: 19 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes; Clerk and Recorder, Weld County , CO
1IIIhUr1Rt4N4ithilllY+dlh4lii.'hl PTO' mliii
7VMG Tv PO' pal WK /4•36 W°C 14'36
1\WfCSERVrRhS1w
COMMUNITY WELL STORAGE
AND DISTRIBUTION DESIGN
BY OTHERS
NOTES
tI S PLAN IS INTENDED AS 'HE S TE AND UTILTIY PLAN FOR WICAARD
iN tH FSTATFS
ALL IMPROVEMEA'S ARE PROPOSED AL.ESS NOTED AS EXISTINC
it IS THE OWNER AND/OR THE CONTRACTOR'S RESPONS B _'t TO ATTAIN r•
APPROPRIATE PEEWITS AND REVIEW APPROVALS FROM THE STATE OF C0:0&,•
AND WELD COUNTY RESPECTIVELY.
SEE COVER SHL_I TOR BASIS 01 BEARING k *TENCHWAVK.
ANY REMIT -NCI TO FASEMFNTS. SURVEY POINTS, OR EXISTING U11117 ES awl
FEATURES ARC BASED SO:ELY FROM SURVEY INFORMA' ON PROVIDED BY NOCO
ENGNEERiNG CO. — PUDF'4-0003 CONStRUCTION DRAWINGS, DATED NAY
2019
SEE A_50 C—ANGE OF ZONE PLANS FOR WIGAARD SMITH ESTATES P.U.D.
(?.Z.-' 150) PROVIDED 3V JOY DEVE_OPMENT. LLC, DATED FERRUARv ';
2011.
E101 All UACC ;TROY LOCATES hAVE BEEN PERFORMED IT iS ;HI'
CONTRACTOR'S RFSPO\SB -Y TO VIM A - _TD111rS ARE 1°CATOO ANO
SURVEY PROVIDED TO THE OWNER AND ENGINEER PR OR '0 CONSTRUCTION
DRAWING RELEASE.
• OL.N': AL .aV:��NEUM CCI"
�,'W,a6rob
AW. t1.�Ti' 51.. R Q
00
so rot
IlIt=J CO.'.'' ;DV $�s
YACAtt) IN[ No 7143305
•
J•..0 I
PROPOSED LEVEL SPREADER
SEE SHEET 110 FOR DETAILS
4
1
J
0 00`',
L a•PItev
VA'Ir 11
SYMBOL LEGEND
on
EXISTING GAS MARKERS
EXISTING GAS WELL
0, E) ST \G OVERHEAD ELECTRIC POLL
PROPOSED GRAVEL
LINETYPE LEGEND
own
SA
WA
WAS
GA
El.
T
SA •
k N
CA
,G
Allaaa
A
SA
SS _
WA _
WAS
GA-
EL _
T
01 / PROPLRIY / SIC; UN tUNl
R1C ' OF WAY UNE
EASEMENT
SETBACK
TO 8E ABANDONED LOT INC
tXISIING BULJING. C,.49
EDGE o' ASPHALT or CRAVE_ RD
CIIAINLIM FENCE
w1RF RFNCF
POND WQ w/S
SWAT
EXISTING OVERHEAD ELEC
EXISTING ELECTRICAL LINE
EXISTING STORM - NE
tXISIING SANITARY LI\L
EXISTING WATER LINE
EXISTING GAS LINE
FXISIING F'BER OPTIC LINE
EXISTING TELEPHONE LINE
3ROPOSED
*IMPOSED•'ROPO5E J
3ROPOSED
ROPOSED
-1ROPOSI
PROPOSE,
PROPOSE]
SANITARY LINE
SANITARY SERV'.CE
STORM LINE
WATER LINE
WATER SERVICE
GAS TIM
ELECTRIC LINE
'ELEP•IONE LINE
/J
t,.
DRIVEWAY
30' NON —EXCtuSIVI
ACCESS * U11LItY EAST v 1
LO` "0"
RECORDED EXIMPTION NO
142; 7A -1 -Of 7726
.L";1 •„ h cp. 'II(
"5 464W
LDT4
6.00,0 ACrt
L_a.....o.4 _„ — -
C, _
1•, A . Al.
• A. '7 ,. •
A NEW FENCE MAY HAVE
BEEN INSTALLED
ENCROACHING LOTS 4 AND 5
LOT
OUTLOT A
GAS ',TC.:,ICt10N
07s8 AC?tiS
100' waif R
Ni.ti t ST. TRACK"--,-,•
ABANO EI) /
GAS t t
,rCU' S 78
RErIORIT \O
40185190
2S 3L,1, DING
Si Ti)Ac,
\
4 d!' 174 JL
—
A V:7 •,.,,V
vC�r,
I ^ 'As 1. - :A
\ i !1
. . .I t: y
•
I
36 4
/1/
--A
WIGAARD SMITH ESTATES
CONTRUCTION PLANS
PROJECT NO• PUD14-0003
SEE KEENESBURG WATERLINE PLANS BY
NOCO ENGINEERING DATED MAY 2019.
SEE ALSO DOMESTIC WATER
STORAGE/TREATMENT DESIGN BY OTHERS
PER WELD COUNTY REC. NO. 2843303,
ACCESS USE OF VACATED WCR 6 "MAY
CONTINUE SUCH USE AFTER FORMAL
VACATION BY WELD COUNTY"
I C IRLCAL
NCf
DRIVE VI II17b4 :U CE\tURLINL FASE MFFri
A
4 —
PRIVATE DRIVE TO BE
WIDENED TO 24'MIN ,
CENTERED ON
SECTION LINE
" 30' EMERGENCY ACCESS AND
F. 30'
SERVICE EASEMENT.
REC. NO. 4090600
$??Ur',t_
L Ia,OI�rJ C
o�
\4 4
24' EMERGENCY
ACCESS WIDTH
- 1
11 Ft ' ] 7
LOTS
6942 ACALS
,/ EMERGENCY ACCI SS
� AND PERMANENT SERVICE
PROPOSED i8' STM CULVERT
SEE SHEET 12 FOR DETAILS
1R"
PROPOSED DOMESTIC WATER- ELt5-,
1 FOR LOWER ARAPAHOE AQUIFER I r-
1 FOR LARAMIE-FOX HILLS AQUIFER I I
.4II
tta
20 u'
EAS r v .
(T.Yr) IA
30' ANNIE
PLANE WIDTH
77777..."1.7
LOT I
1, 003 ACt •.
7: 1RAN&V
5/.i 0 ACH Saul 01 I:I 7. 7 ..
GOOK '299, PA,'
_I I
rG
. AS. y. '< \ I I
f "tl l:A i
5
CR 6
THIS
PROJECT
VICINITY MAP SCALE 1' = 1 000'
N 1t2, NE 104, S28. T1N. R64W, 6th P.M.
SHCMM VICINITY MAP TAKEN FROM USG QUAD MAPS- 'GENESURG CO
L:�N I
uM CAP
ON 28,
.i•
5995
P
IOUND 3Y4- ALUMtN
S 73501
NOfi1nEASt CORNER SECTI
R64W. Of THE 6'
E 4 • s s - -1Z+a. r I - • �...•�_.a3 • dt 4ft
—
e-r-. I -.
J' J J J1 i .3-.3p-a--;a--r
VA'1 DO I CAL)
' U•1Lt! Y; Y Cit6
tOF A
g1CORLX. txftPitch NO
'475 28 7 RI 4833
LOT , U(* 2•. ti
"5' utlLIIt
7- F.n5t:M,.N I
YPICAL
L
f L E C IHICA.
tE\Cr
•
-• -- -V . .
r • . . t , t . . . . . . • • -,.-.
\ \ COLORADO WTLRSTAIE
\ GAS COMPANY,((EASEMENT
(50' WIDE)
REC. NO. 349)152
CONTACT S1E9HEN BACON AT
(719)520-47, FOR FIELD
\ \ LOCATION
\ \
CA It
8
83 8'
IVA • :•
AS. v •.
J
x a *_ _C!I(
i'20"t-
7t7 y4
\ ulS
\ III\
Ti
—r Tom, _- — — — — jf, l -7e
N
100"
WLL
ABANOL3NF
GAS V4 : t
PAM 41 - 28
REPORT NO
0002/394
CAI.
\I_O•IST1
NIY ROAD 551
L1
%NA0
Lt
w -
SETBACK
LOT 1
ORIN 1.049
CJ
WAMt
Wit
POINT OE
oIJSK'
044
Sihf(7LN0
*att Y0 91TL-4 - S
396 65
Ay. y•,\'
MONUMENT SIGN
SUBDIVISION ROAD SIGHT
DISTANCE TRIANGLES
PER WELD COUNTY CODE
SEC. 8.6.3
" T;- — - - *0140'
TIr
?.III S845n W Sill
L;NPI nT'FO
•A•:v•NI
(;VNICAL)
LOT?
5-003 ACRES
26'566 �(
SOL. L•NE Di THL N0141•• It at 'ul
\OR1r.f AS' OF SECTION 78. "S. POW
.l It
PfdOPt?6w Ent4411111ELT MON
k
EAST V t \
EOUND NO 5 NLBAR
WITH ' LuOW CAI'
5 2'1937
'I
n ';;,--
��
ASCM 9IW
I
COUNT Y ROAD 6
i
C)
1
2
U'.."
I twrc.I
120 60 0 120 240
FULL SCALE: 1" = 120'
HALF SCALE: 1" = 240'
I
OI60-00' RICH' OF WAY
UNPL AT T[ D
CLER.< ANO RECORDER
BOOK IA, PAGE 639
(30' EACH SIDE 01_
StCTIUN IINI)
r
ACCESS SIGHT
DISTANCE TRIANGLES
PER WELD COUNTY
CODE SEC 8-6.2
29'x555'
PROPOSED 18'
STM CULVERT
0 0.5%
EAST LINE OF THE NORTH JS or THE
.NORIrtt AS! 34 0r SF.CtIDN 28, ITN. R54W
RAVIL
;Ai ACi
OUNO 2 ALUMINUM CAP
S 25937. 7001
NOR 1.4 \SiNl6: CORNER
SECTION 28 ANL) SECTION 27,
11N. R64W, OI TH1 611. P M
CENTERLINE Of TRANSMISSION LIN[
-ASLMLNT END 152/ SOUTH OF
'HI- NORTHEAST CORNER SfCTAN 28
W OEErat
Y i oo..Ho
=.j
a v� M
tV j 0 NC•S
E
C •
4
5
N
C
0
U
u
u
C
'4
E
M
R
C
S
.7
4
-i
21� a
to
1]Y 2
t1
tY '
r:
n
- I'S (.47
0
U
SITE & UTILITY PLAN
w
H
O w 4
O x4
F -4
O c
ch
Q lag
a o�
C7
Digs Safely.
CALL UNCC
1NNNP wO,LOKO DAYS
8!fCAL 10.1 UIO
1-800-922-1987
�.c�
U um NOTIFICATION
FOR
AL
I'tLt'',::
01-0375.001.00
0005-SITEkUTIL
5 aI 20
5021722 Pages: 20 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County , CO
III )jI:L1'p LT k 'VI) hi b !i''%i
COMMUNITY WELL STORAGE
AND DISTRIBUTION DESIGN
BY OTHERS
NOTES
THIS PLAN IS INTENDED AS THE SITE AND UTILTIY PLAN FOR WIGAARD
SMITH ESTATES.
ALL IMPROVEMENTS ARE PROPOSED UNLESS NOTED AS EXISTING.
IT IS THE OWNER AND/OR THE CONTRACTOR'S RESPONSIBILITY 10 ATTAIN ALL
APPROPRIATE PERMITS AND REVIEW APPROVALS FROM THE STATE OF COLORADO
AND WELD COUNTY RESPECTIVELY.
SEE COVER SHEET FOR BASIS OF BEARING It BENCHMARK.
ANY REFERENCE TO EASEMENTS, SURVEY POINTS, OR EXISTING UTILITIES AND
FEATURES ARE BASED SOLELY FROM SURVEY INFORMATION PROVIDED BY NOCO
ENGINEERING CO. - PUDF14-0003 CONSTRUCTION DRAWINGS, DATED MAY
2019.
SEE ALSO CHANGE OF ZONE PLANS FOR WIGAARD SMITH ESTATES P.1T.D
(P.Z.-1150) PROVIDED BY .CM DEVELOPMENT, LLC, DATED FEBRUARY 22.
2011.
NOT ALL UNCC UTIUTY LOCATES HAVE BEEN PERFORMED. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES ARE LOCATED ANU
SURVEY PROVIDED TO THE OWNER AND ENGINEER PRIOR TO CONSTRUCTION
DRAWING RELEASE.
_ WA•
SO %UN • AL LS V'
•
.C.C.•.-.., -r-
K
�1T
Of IL
JG-
SYMBOL LEGEND
C EXISTING GAS IeARKE4S EXISTING JVERHEAJ ELECTRIC POLE
EXISTING GAS WE.L
PROPOSED GRAVEL
UNEiYPE LEGEND
0
0
0
— SA
N W W
- - SA
55
WA
WAS
CA
EL
T
W
SA
SS _
WA _
WAS
GA
EL
T _
LOT / PROPERTY / SECT'ON LINE
NIGH" OF WAY - NE
EASEMEN1
SETBACK
TO 8F ARANDONFD IOT I'NF
EXIST NG BUILDING. CURB
EDGE of ASPHALT or GRAVEL RD
CHAINI INN I INC.
WIRE ;EKE
POND WO W/S
SWALE
EXISTING
:XIST,NG
rXIST NG
EXISTING
(XIS' NG
' XIS' iNG
:XISTING
EXISTING
OVERFEAD ELEC
C.CCTRICAL LINE
STORM i'Ml
SANITARY UNE
WATER LINE
GAS NI
FIBER OPt:C LINE
TELEPHONE UNE
DROPOSEJ SANITARY ..HE
PROPOSED SANITARY SERVICE
PROPOSE] STORM LINE
'ROPOSE D WATER UNE
'ROPOS} J WAIT -R S NV CF
'ROPOSEJ GAS LINE
aROPOSED ELECTRIC .,NE
PROPOSED TELEPHONE JNE
•
3ARdG LING X3
. i • r 6,;' .0 C! AS! V.
O II
OHL
i
J,..
WIGAARD SMITH ESTATES
CONTRUCTION PLANS
PROJECT NO. PUD14-0003
SEE KEENESBURG WATERLINE PLANS BY
NOCO ENGINEERING DATED MAY 2019.
SEE ALSO DOMESTIC WATER
LSTORAGE/TREATMENT DESIGN BY OTHERS
PER WELD COUNTY REC. NO. 2843303,
ACCESS USE OF VACATED WCR 6 "MAY
CONTINUE SUCH USE AFTER FORMAL
VACATION BY WELD COUNTY"
OD
J'
7
24' MIN.
K `M
RFIOCATED
LLLCIRICAL
rFNCF
sr -..s • •T7.'-•-r-r-e • rt-r r-• .t L. rtr--rrrr-ryr""'" r - t •.. , •
:4- -Tr
N
X
qbv J
ai
40 20
x
C)
0
40
80
FULL SCALE: 1" = 40'
HALF SCALE: 1" = B0'
0
f
Dtt
N
THIS SHEET
,
LOT TA -
LOT 4
LOT 5
LOT 1
ire
d
KEY MAP
PRIVATE DRIVE TO BE WIDENED TO 24'MIN .
CENTERED ON SECTION LINE
tat
— .X -
I • . . .1
4
•
I
•
in
ID
P9*I!T QI_COMMEN .ML L
T'OUND SV ALUUINLIM CAa
L 5 23501. 199'.,
NORTI+EAST CORNER SECTION 18.
TIN. R54W, OF 14.9 6hi PV
m
Is
- 0.1L
X
•Vi.11VAII :1i4
. Orl V .r V
OHL —
ELECTRICAL
f.NCE.
SCALE 1' = 500'
265+4
,-T-r TT -r r -4---r- r TTT-11-
FF ---_M,
w,
COUNTY WAD 6
..,
i
0
NEE pn
Q�oo�.� cW • • V7 .y
yZj 0 I. N.lb N
Z, V NC) u
a l. I"
u
N -I s E y
< C
E■ 4 iJ
S
�I
t
F:
I.
IT
J N
�et'
N
N C
VACATED WCR 6 WIDENING
C J
W
E--
C�
O w4
-O
H v
DOS
F+ -I i-4 3
n -r
Dig; Safely.
CALL UNCC
, i.tk WOINIC DAYS
WORE YOU DIG
1-800.922-1987
e.. "ra ay
J DUTY NOTVCATION
CEN'EFl Or MOWS?
Jcerr
:i• �s t.
ch: S?h0i
•
1'1 TAL
D•' .:M L .
fJRAWN O.
- t
F c:rc:
?dJCC" ND.
01-0375.001.00
D0C CON N
OOSA-WCR6 SITE
SHEE
SA QF -_20_
5021722 Pages: 21 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes. Clerk and Recorder, Weld County , CO
III Iiiirafin MIrirI Li'L 11111
COMMUNITY WELL STORAGE
AND DISTRIBUTION DESIGN
BY OTHERS
NOTES
THIS PLAN IS INTENDED AS THE VEHICLE TRACKING - FIRE PLAN FOR
WIGAARD SMITH ESTATES.
ALL IMPROVEMENTS ARE PROPOSED UNLESS NOTED AS EXISTING.
:1 IS THE OWNER AND/OR THE CONTRACTOR'S RESPONSIBILITY TO ATTAIN ALL
APPROPRIATE PERMITS AND REVIEW APPROVALS FROM THE STATE OF COLORADO
AND WELD COUNTY RESPECTIVELY.
SEE COVER SHEET FOR BASIS OF BEARING & BENCHMARK.
ANY REFERENCE TO EASEMENTS, SURVEY POINTS, OR EXISTING UTILITIES AND
FEATURES ARE BASED SOLELY FROM SURVEY INFORMATION PROVIDED BY NOCO
NGINEERING CO. - PUDF14-0003 CONSTRUCTION DRAWINGS, DATED MAY
2019.
SEE ALSO CHANGE OF ZONE PLANS FOR WIGAARD SMITH ESTATES P,U.D.
(P.1.-1150) PROVIDED BY JCM DEVELOPMENT, LLC, DATED FEBRUARY 22.
2011.
NOT ALL UNCC UTILITY LOCATES HAVE BEEN PERFORMED. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES ARE LOCATED AND
SURVEY PROVIDED TO THE OWNER AND ENGINEER PRIOR TO CONSTRUCTION
DRAWING RELEASE.
A NEW FENCE MAY HAVE
BEEN INSTALLED
ENCROACHING LOTS 4 AND 5
LOT 4
LOT 6
SYMBOL LEGEND
c. C EXISTING GAS MARKERS
EXISTING GAS WE_L
I XISII\G OVERHEAD -LECTR C DOLE
PROPOSED GRAVEL
LINETYPE LEGEND
O
n A
SA
SS
WA
4A_
SA
N
w
SA _
SS-
WA
WAS
GA _
`L _
T
/ PROPERTY / SECT ON LINE
RIGf•T OF WAY _NNE
EASEMENT
SETBACA
10 RE ARANOONF 0 I OT I NF
(XIS" NC BUILDING. CURB
EDGE of ASP.IA-' or GRAVE: RD
C'4A1NLINK f E NC -
WIRE ;INCE
POND WO W/S
SWALE
DOS" NG OVERHEAD ELEC
:XIS' NG LCCTRICAL LINE
rXIS" NC STORM NE
EXIS' NG SANITARY LINE
EXIS- NG WATER UNE
XIS NG GAS 'Ni
:XIS" NG FIBER OP -,C LINE
EX15' NG TELEPHONE LINE
PROPOSED SANITARY .NE
PROPOSED SANITARY SERVICE
PROPOSE: STORM LINE
PROPOSED WATER LINE
?ROPOSfi WAIfR SrRV.CF
'ROPOSED GAS LINE
PROPOSE: ELECTRIC _ ri,
PROPOSED TELEPHONE +e
OUTLOT A
LOT5
r
WIGAARD SMITH ESTATES
CONTRUCTION PLANS
PROJECT NO. PUD14-0003
-zS
4S.0•
Pumper r ire Truck
Nero I Length
Over° I VI/idtn
Overa.! Bod�y Height
M;n Body Ground" Cleorcnce
Track Width
ark to 'ock
f rrir
40.000f t
8.167ft
7 745ft
0.656ft
8.167ft
5()Os
SOUTHEAST WELD COUNTY TEMPLATE
y Lim
LOT
LOT 2
K89'2O 20 L �Q
PER WELD COUNTY REC. NO. 2843303,
ACCESS USE OF VACATED WCR 6 "MAY
CONTINUE SUCH USE AFTER FORMAL
VACATION BY WELD COUNTY"
ACCESS SIGHT DISTANCE
B—1.47•V...,,.'t,
Vmy.l t
SO MPH
ti
7 5 s
B =
551 25
555 (ROUNDED)
LOT 6
SSW
8
> ;ry E E ;n .D.]
I a 0 V V pj "J
om•u o I
>O • eCO.r
W U E E N
CR 6
THIS
PROJECT
4
nEi
a
VICINITY MAP
N112, NE 114. 528, TIN, R64W. 6th P.M.
SHOWN VICINITY MAP TAKEN FROM USGS QUAD MAPS - KEENESSURG CO
Nf39'20'20 4 B nS
SEE KEENESBURG WATERLINE PLANS BY
NOCO ENGINEERING DATED MAY 2019.
SEE ALSO DOMESTIC WATER
STORAGE/TREATMENT DESIGN BY OTHERS
3
1
C
0
120 60
SCALE 1 = 1,000'
0 120 240
FULL SCALE: 1' = 120'
HALF SCALE: 1" = 240'
a
I
I
6
S
V
4
i
2
s
t
vs
i Y
n Y
G 7
m
Dig Safely.
CALL UNCC
,±tt NdgoNC lIA- u
BEFORE YOU DIG
1-800-922-1987
tiro Iry NorrICArlcN
CCN't N Qt GQt0RAQ
Al.
se. r
v,, r4 Y
334k02 r
�N+TIAL PLAN
RfLFASt:Q6.25,2
OF SOWED At Pt
DRAWN BY: C' C
C•-=CKFD
P?0JCC'
01-0375.001.00
HOC C0\ y
0006-VTC FIRE
S-IE E
6 0l 20
5021722 Pages: 22 of 39
04/09/2025 10:14 AM R Fee:$@.00
Carly Koppes, Clerk and Recorder, Weld County CO
WIGAARD SMITH ESTATES EARTHWORK SUMMARY
00.WIGGA4U SMITH FStATFSCwg\C(1aW375 30I-WFC•PUD;My 07 -GB? $/57011 143IT PM DWG To PY pal WFC 74.16 WFC 74' It
"€C5FRVFR gSha
Description
GRAVEL
OVER -EX SOIL REPLACEMENT
Ana Thickness Volume
(sq. ft) (inches) (cubic ft)
90,075 •6.0 •45,037
0 0 0
Volume
(cubicyds)
(1 tx.A.)
A
81
82
8
TOTAL IMPORT (14ARDSCAPE)
Net Adjusted Itardscape Area
90,075 sit 45,037 (1.668i
2.07 a
5.84 ac
EG to FG Surface to Surface net cut required (cy)
EG to FG Surface to Surface net (fill) required (cy)
3,217
I 615
Surface to Surface net cut Ifill) requited (cyl after 1096 fill shrinkage 2,602
(B -A) Net Excess or (Shortage) cy needed in order to balance
NH Adlustment To balance ♦ raise, (lower) in feet over area noted above
% Unbalanced
Assumed SIN Stnppirte'a under new Asphalt, cum. bldg (4' oar 45,9730)
Assumed Overall Site Stripping's (4' over 9.% ac) (aim sf)
4,270
0.45
164%
Summary B includes assumed 10% shrinkage of fill material
Additional import may be necessary to achieve stabilization.
Additional import may be required and an excess material condition could own.
No ovetexcavatiun, foundation excavation. or boned utility export, has been included in thistable.
Not all landscape handscape areas have been accounted for in this table.
1.117
3,138
6/22/2021 Revision 0
O..•u.) 7 A. uw:lrl;w CAS
'.vim C R SiC%Qt. 24
•• TO a , •'. 5t,. IT I/ 00
PROPOSED LEVEL SPREADER
SEE SHEET 11D FOR DETAILS
so' «x
ow .3 cow.I• soda) as
VACA'td act \d NoctraI
0a
1 .'r•t' "I
wSa i •y
W, c' ry1 L,
:c
'1
(
v7
A NEW FENCE MAY HAVE
BEEN INSTALLED
ENCROACHING LOTS 4 AND 5
/
/
\
:,''34th 99' V 1 I 1 1 I. I
r
t
r
+I r LOTj4
6/OOu 1C4I 5 '
/
! / i
r / ( /
1
1
A
B
=81-(82+A)
to.
V. a/11
SYMBOL LEGEND
EXISTING GAS MARNERS
EXISTING GAS wE__
O. EXISII\G OVERHEA. ;LL'st•. =C..'
PROPOSED GRAVEL
UNETYPE LEGEND
*
SA
ss
rWA
WAS
GA
EL
T
C;
N
SA
C;
N
n
SA
SS _
WA
WAS
GA _
EL
T
L0" / PROPERTY / SECTION LINE
RICH Of WAY NI
CASCWENi
SETBACK
TO BE ABANDONED LOT LINE
EX:ST'NG BUILDING, CURB
EDGE ul ASPHA.T or GRAVEL RD
CHAINUNA FENCE
WIRE ;EKE
POND WO W/S
SWAT I
EX ST NG OVERHEAD CLLC
EX 51 NG E_EcIRIZAL LINE
Ex SING S"0Rw _:ME
EX SING SANITAR" LINE
IX ST NC WAIE4 TINE
EX Si NG GAS -.NE
EX ST NO FIBER OPTIC _INC
LX 5 I -HG iLaPHONc LINt
PROPOSfl SANITARY LINE
PROPOSED SANITARY SERVICE
PROPOSE; STORw UNE
PROPOSE WAT£h . NE
PROPOSE; WATER SERVICE
PROPOSE: GAS LINE
PROPOSE; LUC RIC _ St
PROPOSE ' ELF PHONE .'.NE
\UN\ • xC, a SIVt
ACC. SS & '.' ,''v • AS. N'.
D,
-t( CcItit , A• u. U`. I.0
•1 !:s E • tt 21?6
t• :S 0. .1'
4 ' - C:•; ?h. "'•,. 464*
♦ \ N. ."••••.,...
•-..
' \ GA'' '.'4Wb !Icrc
1 .. " \ \ ` 0 r.'.PmIkCR
\ •OU ATEz7
W! :_ St I AC,"
II
•HAN'l t I)
N. CA�S, i l
1 DI 3- 98
I It +'C4'
/ 0183!9(1
in euh.LbNC
•;TOOK
.a..
OLIN° I )5' A; UV"
S Y 1269. 1998
CIINItR ?4O)I•' ila CA T.; ?8
'••v. •;B+cW. 0r :'I f,' • FM
CA
flt
l
r
Ft
I
, ',)+ Nu:; .. J Q1
. S. (at , gill✓ Mr, )* • It - .jlt:<it.1i :�� f _ ... L1.a_. .
WIGAARD SMITH ESTATES
CONTRUCTION PLANS
PROJECT NO. PUD14-0003
NOTES
1 -IS PLAN IS INILNULU AS IML GRADING JLAN FOR WIGAAKU SW iM
ESTATES.
All IMPROVEMENTS ARE PROPOSED 'MESS NOTED AS 'XISTING
IT IS THE OWNER AND/OR THE CONTRACTOR'S RESPO\S,d4 Y 10 AMAIN A. -
APPROPRIATE PERMITS AND REVIEW APPROVALS FROM THE STATE OF COLORADO
AND WELD COUNTY' RESPECTIVELY
SEE COVER SHEET FOR BASIS Of BEARING & BENCHMARtt.
ANY REFERENCE TO EASEMENTS. SURVEY PO:hWS. OR EXISTING UTILITES AND
FEATURES ARE BASED 50:FLY FROM SURVEY I%FORMAT:ON PROVIDED BY VOCE
LNGNEtR'NG CO. - PUDF14-0003 CONSTRUCTION DRAWINGS. DATED MAY
2019.
SEE ALSO C-ANGE OF ZONE PLANS FOR WIGAARD SMITH ESTATES P.U.D
(P,2. '150) PROVIDED BY JCM DEVELOPMENT. EEC, DATED FE5RUARr 2:r
2011
NOT ALL uhCC UTILITY LOCATES HAVE BEEN PERFORMED. IT IS THE
CONTRACTOR'S RCSPONSIBIJTY TO VERIFY AL. uTILITIE5 ARE LOCATEL Atti1
SURVEY PROVIDED TO THE OWNER AND ENG-NUR PR'OR '0 CONSTRUCTICH
DRAWING RELEASE.
f t L C TN1CAt
1
RT.OCATf0
TATA:
t CNC{ /
r
ii..... 30' EMERGENCY ACCESS AND
PERMANENT SERVICE EASEMENT/
REC, 'N0- 4090800 i'
I
r
PRIVATE -DRIVE TO TBE
WIDENED TO 24'MIN .
CENTERED OM
SECTION UNE
,
/
_ r
\ vt 4 .2
• \
5
•
CAS
THIS
PROJECT
VICINITY MAP
N 1/2 NE 114. 528, TIN, R64W. 5th P.M.
SHOWN VICINITY MAP TAKEN FROM USGS QUAD MAPS . KEENESBIIRC. CO
PD1Y � .C ttMINCLl6UXL.
FOUND 3%: AtUMIhUM CAP
S 23501. t99t
NORTH( AS' CORNER SECTION 28.
TIN, R64W, Of THE 6TH P M
be TO GENTERIINI EASE Mt NT
• - r
tit / ,.� F.. ,.. ,..E
�'�\
,t x - i ..-
-- ' / I / / ,
e ; / / / -1
f -
1 / .--" .• / CAITA
' / / 11y�OROE 0 +AIPfrOKs sA- ^ e ' / / / / , I //:..7°c.'
1.' / / s4 t0.ite 2- gF !x811 - ( l � '•' . f - / / ' / / l '
r / / / GOLbRAOO ATE ' / 191 LO Q71INt♦/Vf1A0 SD/
/ .CAD COMPIWY EAWEM[PiT , I /n
OJ;J1. iN0.3tSt / / 1'sHu�/ /...-♦' JJ
/ JD E r / r ` / �- tOF►TACT STE EN BACON AT / / /)
/ , (718 47 F4R flEID �a� ! Lxls'1 Ll
�,. / / / .
t.
24' EMERGENCY / -L \ Alt
, ACCESS WIDTF� r / /i r u r . s�
/ / Is (— �7 E ;Q+' "PS
/ r 2C/�`' 1 / / � , r 67 Ft 7' 1 S4 �tx 1
oe
I / l'vn,C) r� 11f897D�- 4■P�
/ I
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e 2 Aters
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1
r / 1
/
A/
r• ,
L0T3
) t;G i'+v : ; WC`S MAC; \
rr Orei fl...";- ,t,. <., YviL�
`PROPOSED 186 S'IM CULVERT 1
SEE SHEET 12 FOR DETAILS \♦ ` \t
l r
1 1 I '
1
S t 1 t I
I 1 1 1, I 1 1
I I
I 1 1 k
I I I I I
i r I 1
/ I r t I
I I 1 LOTS
(
I , 0O3,ACW S I
1 t t i
1 1 I /0' Q t ; �y
1 EA yEMETdT
I , I 1 t I (I+hr,CA�;
I I i 1 i I / / /
-I s i _a ?-
t
1} VNDE IRAN?%4.SSION Alf a *5C Ulf N I
31 5 ' ACT. STA: If ' , TTR .
dxtji 1299. •'41≥f 701
I
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1
I
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r I
/
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' t/ Syun AC$. %. �. r / ,1 `.•t':.
l •' LOT)
/ C007+iT9 r MONUMENT SIGN
/ r r '
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J ,I WAiE.if \
I (>,�.;,.`A:, ) 1 r t AS! Ml,M
\ 1 1 1
I r
yrv-/{
+ 1 A MtiN 1 ( 1
I 1 `II JILI)L; 1 1
1 t 11 1
1
/
PROPOSED STOP/STREET SKIN
C I 4
I pO 7 s Il I I
S t 1 1 I I I I
I 1 1 i 1 i I I I
I t ` 5 1 I I I 1
S 1 I i :c 1 • 1 i
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,M1PI A1IE'J
SOU I1. L.NL Or H -if NOR In h DI tilt
soRTHLASI Yi oi. SECTION 28, "s, R6aW
10/
i r 1/ / \ /1 /
g I 1 ) /
h / ) /I
1 / / �\///
I
SUBDIVISION
ROAD
/ / / SUBD 0 0
DISTANCE TRIANGLES
' PER WELD COUNTY CODE
// _SEC. 8.6.3
— ._ ..�- — — �.xaD.
6" MINIMUM GRAVEL DRIVING
SURFACE, SEE GEOTECHNICAL
PAVEMENT DESIGN BY OTHERS
/
LC) &
/
"L
/
..w. r
�•)e. •,5- ;w rtsa—pT..rNi ; ASr G'
SEE KEENESBURG WATERLINE PLANS BY
NOCO ENGINEERING DATED MAY 2019.
SEE ALSO DOMESTIC WATER
STORAGE/TREATMENT DESIGN BY OTHERS
sp
COUNiY ROAD
OCCII
SO0'39'4C 1
I 20 60
0
49
SCALE 11= 1,000'
120
FULL SCALE: = 120'
LERX AND RI CORDER
14. PAGE 639
(30- EACH SW Of
ACCESS saceiT
DISTANCE TRIANGLES
PER WELD COUNTY
CODE SEC 8.6.2
( PROPOSED 18"
STIA CULVERT
ACCESS SIGHT DISTANCE
SUS
555 SOUNDED)
VAS! UNE liti NCR ii• /1 Ow THE
NORTHEAST OF SECTION 28 l'IN. R64I
uRfACE
70uNO 2' ALUMINUM CAP
S 2593/. 7001
NORTH \SI #16; CORAL R
SECTLON 28 AND SECTION 21.
CENTER( INC Of IftANSLOSSION I ,NE
;Hi NOR TITiASI CORNER' SE C TON 28
lEntlUgsin
ea
\I(1
5
ra
tot; Ts
ti 4
ar
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o
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CAL UNCC
BEJ-ORE Val 010
1-800-922-1987
INI
01-0375.001.00
0007 GRADING
7 3; 20
5021722 Pages: 23 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder. Weld County , CO
ANNE,
FULL HORIZONTAL
HALF HORIZONTAL
FULL VERTICAL
HALF VERTICAL
1602
tsl4 7r T
/
Cvicoty
•AS!V±V
4 '
11+50 11+00 10+50 10+00 9+50
ACCESS SIGHT DISTANCE
Vows=
50 NIPH
is
7.5$
B =
551.25
SS5 (ROUNDED)
r6" MINIMUM GRAVEL DRIVING
SURFACE, SEE GEOTECHNICAL
AVEMENT DESIGN BY OTHERS
PVI STA. 8+05.04
PV: IL Si40.38
K: 147.89
LVC: 200.00
VC 200FT > 3x50 V.P11
8+50 8+00
WIGAARD SMITH ESTATES
CONTRUCTION PLANS
PROJECT NO. PUD14-0003
50' COLORADO
INTERSTATE
GAS COMPANY
EASEMENT
THIS
SHEET
ACCESS SIGHT DISTANCE. -TRIANGLES
PER WELD COUNTY -CODE SEC 8.6.2
SUHDIVISp61 ROAD SIGHT DISTANCE TRIANGLES - 29'x555'
PER WELD COUNTY CODE SEC. 8.6.3 MONUMENT SIGN
•0'x60'
4+50 4+00 3+50 3+00 2+50
2+00 1+50 1+00
VACATED WCR6
.6K
v 1n
no
.n
zIO
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CALL UNCC
nAEE veRaNG OAY5
BEFORE YOU DIG
1-800-922-1987
ISTIontrtrg
ytsfVf N0TY1CAtOi
COR EA OF COLONDO
IYTAL -LAN
HrIFASr IA/25 e
&FS.GNFO BY: crc
DRAWN BY: CiC
"'FCC, BY: VT
PR0JEC'
01-0375.001.00
10C CON N
0008 -AL PIP
S 111
l_OF 20
5021722 Pages: 24 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County , CO
III II!�1R�4RKrti;Lihe41Mlfll�'d�t'�U�IUJil�J�lihkJ, III
L)6" MINIMUM GRAVEL DRIVING
SURFACE, SEE GEOTECHNICAL
AVEMENT DESIGN BY OTHERS
BEGIN WEST ANNIE LANE--
SWALE
/
5135
,_ 20' DRAINAGE
EASEMENT
-a.
40 20
0
/
40
00
FULL HORIZONTAL SCALE: 1" = 40'
11.67.
WIGAARD SMITH ESTATES
CONTRUCTION PLANS
PROJECT NO. PUD14-0003
LOT 3
30' 1.MfRRGFNCt A4G.SS
- AND -PtAMAitN1 S 1tVICL
"AGI)NF N T 111
POOPOSED IA" STN CULVERT1
sgr SHEET FOR DETAILS 1
1 I
t
Iasi t f ` "T.
f
'4.....
_ 1
1
I
1
v
It
1
t
r
1
1
30' ANNIE UWE WIDTH
917
t
[
1
1
1
1
1
1
1
1
1
I
L_
5
1 1
'T
VACATED WCR6
\
5:;
\
-55'Ili inlets $.1
"'ODE C �
7.
L • "
C
SCALE 1' = 5190
I I
i
1
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2 to n
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U
C
-C
C
C
K
l
7
A
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'5135
-HALT NUrf14UN I AL St ALL: T- =
FULL VERTICAL SCALE: 1' = 4'
HALF VERTICAL SCALE: I" = 6'
EGIN WEST ANNIE LANE
SWALE
5125
5120
5115
5110
5105
5100
22+93 22+50 22+00 21+50 21+00
esx
PVI STA. 7'-30.99
PV EL. 5108 72
t: 18/.79
_VC. 150.33
_VC - 'SDF' > 3xa0 MOH
'4'
A.
o
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•
4 [J
U �
L. U
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4 B Is. 4
trt- 0
,W0:
PV S1A: 'Ft 10.62
?VI rl 5'43.78
K '60.30
. VC: 700.00
-VC • 200FT > 3x50 NPIF
f
a
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s
r
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PV Tit 5174.08
K- 200.06
I VC. 700.00
I. VC - 20341 > .h190 UPI.
I
t
1
I
1
1
18+00
17+50
15+50
15+00
14+50
14+00
13+50
13+00
12+50
12+00
11 •50
20+50
20+00
19+50
19+00
18+50
17+00
16+50
16+00
5130
5125
5120
5115
5110
5105
5100
11+00
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CU GC
1.800-922-1907
- a
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10
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h7OJCC` NO.
01-0375.001.00
10C CON
0009 -AL PAP
9 Di 20
5021722 Pages : 25 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County , CO
I� II II 1 1 II 11 I ■ f I 1111 II� Ill II
5120
Pp: 2
I II
11
/
I
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26
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1
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'00'49 06• M
2400 ~ �_
K. 40.00
LW: 170.00
•
•
•
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•
l
/
i
WIGAARD SMITH ESTATES
CONTRUCTION PLANS
PROJECT NO. PUD14-0003
,J
.
•
5)3 .-'
I
K. 40.00
_C: 100.00
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I '
. . ) -r4• . •in• -r•. . . -is-e++
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•
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•
•
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•
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•
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SEE ACCESS
DETAIL SHEET 12
5116''
5112-
5110
5108
5114
0+00
S3
+-a
hn
N
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0.50%
1+00 14-50
LOW P' STA. 2+05 62
LOW PI IL. 51'2.53
2+00 2+50
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3+00
3+50
4+00
STA. 5+03 98
NGI- PI IL 51'8.90
4+50
a
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5+00
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W
5+50
6+00
6+50
7400
SL.
7+50
B+00
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6+50
7.
LOT "A'
IMF
LOT 4
LOT 5
VACATED WCR6
LOT 6
LOT A
TS `
LOT2
LOT 1
LOT 7
LOT 6
OW
•
9\K'EY MAP
Tr
/ACA TED WCR6
seeN
5120
_5118 1
—5116/
—5112
—5110
5108
9.OO 9+25
P
THIS
SHEET
SCALE 1' = 500'
EMERGENCY ACCESS DRIVE'
DESIGN SPEED = 30 MPH
6" MINIMUM GRAVEL DMNG
SURFACE, SEE GEOTECHNICAL
PAVEMENT DESIGN BY OTHER
40 20 0 40
FULL HORIZONTAL SCALE:
HALF HORIZONTAL SCALE:
FULL VERTICAL SCALE:
HALF VERTICAL SCALE:
80
1" = 40'
I" = 60'
1" = 4'
1 • = 6'
N/I
U
Cn
C
C
C
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C
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N/VR MOL DC
1-800-922-1987
rallal Snit SI
JTvry NOTIFICATION
CU TEMSC CW:00 /0
F R(w1 ' L
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IN!T.AL PLAN
RElEASF-(4,125 i
DcSGNFD BY tic
DRAWN fly CC
C- Ct 7 8i crc
N30JEC- "iD..
01-0375.001.00
-)or
0010—EAD PIP
S-iLE
10 OF 20
5021722 Pages: 26 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder. Weld County , CO
III W
i
i
r6" MINIMUM GRAVEL DR V NG
SURFACE, SEE GEOTECHNICAL
PAVEMENT DESIGN BY OTHERS
10.00'
1
MIMI EX
5110
50:,'5
tl
l00' I--
20.00'
MIN FREEBOARD
20.00'
MATCH EX
L
LOT 4/5 PROPERTY LINE SWALE
TYPICAL CROSS SECTION
STA 0.00 TO STA. 4.50
MATCH Ex
10 MAINTAIN HISTORIC
SHEET EFOWS
WEST PROPERTY LINE SWALE
TYPICAL CROSS SECTION
STA 4.50 TO STA. 4.30
MATCH Ex
ii
WIGAARD SMITH ESTATES
CONTRUCTION PLANS
LL
m PROJECT NO. PUD14-0003
I >. u.,
V _
• r
+ '
I
2000'1
DRAINAGE t--
EASEMENT •
32.60
Asst Property Line Swab PROFILE
HORIZ SCALE. 1" = 40'
VERT. SCALE 1" = 4'
SD99.'/,
•
D099.01
•
l
7C 3'iA.' A1L
INSTALL FLOW
SPREADER GRADE
W*LL TOP a 5003.0
SEE DETAILS SW 110
LOTS
Lo• wr ai ti
lb_' 91
\
1
1
1
1
1
` 31O4,9S
`` FL
20' DRAINAGE
EASEMENT `
PROPERIFY UNE SIAM LE
ETA d•00.00 = AMINE
LANE STA 22.23.01
IMO
z
3
P
PROPOSED LEVEL
SPREADER GRADE WALL
TOP 0 5099 0
•
q
mo
r /
OIL_ y
5.5O
a-00
7,-50
EX. GROUND 0 FLOW
SPREADER/GRADE WALL
C c)
73. ai
• girt
N Z
o'-
1+00
0 49%
6+50
6+00
PROPOSED GROUND
5+50
5+00 4+50
4+00
3+50
3400 2+50
0,8 W,
mot ou—1 CF
1.42%
2+01) 1+'50
1+00 0+50
J
5110
5105
5100
5095
5090
0+00
KEY MAP
SCALE 1' = 500'
40 I0
0 40 60
4„
FULL HORIZONTAL SCALE: 11. = 40'
HALF HORIZONTAL SCALE: 1' a 60'
FULL VERTICAL SCALE: 1 • = 4'
HALF VERTICAL SCALE: 1• = S'
e
0
I
b S
I
•
Q
I
f
II
ti n
Sd
a
w
3
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IHI &1 Nl'YM)111i wn
BCcCtlr ItX) DC
1-800.922.1987
Jr Art NOffICJ111DN
cn cEAa CO 04P,.10
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01-0375.001.00
10C C0v /
0011-SWALE PIP
S-iLE
II OF 20
5021722 Pages: 27 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County , CO
III JJlY'II'J gall' UPAH'iJ IW4
LOWa5099.00
gammomilt-
20 10 C 20 40
FULL SCALE: 1" = 20'
HALF SCALE: 1" = 40'
9 00
2.250
0.75
2.25
0.75
2.25
BOW=5092.74
TOW -5099.00
0
444
0
0
O
0
O
0
O
0
O 0
O 0
4
I /7
V
U
7s
x
O O
O 0
O O
O O
138.38
WIGAARD SMITH ESTATES
CONTRUCTION PLANS
PROJECT NO. PUD14-0003
• . -
o —o .y �. -e-• o--�.
tliNA24i: ...
INSTALL 1a" THICK TYPE M
AP ON 17' TYPE H
BEDDING
a 0-
i
1
' a+00
5096.99
3.00
°'-- (TVP.)
0
I _
i
51A. /•LA OD
-0
0
0
!OW bQf.QQ
o Ol 0
0 28.13
"- 62.83
1 91.13
CS GROUND
ALONG MALL
0
13.91
42.41
84.91
O 0
116.83
133.13
Bo
BOW -5092 24
FLOW SPREADER WALL DETAN- - ADJACENT TO VEST PROP. UNE
STA. 0+00 TO STA 1+38.38
SCALE 1- a 2'
O 0
O 0 0
0._
84.41 _
110.12
103.91
0
0 0
S
0 0
0
O 0
O o
o
O 4 0
O
3
✓
N
0
t
4
O
O
0
0
O
O 3.00'_
(P.)
EX GROUND
ALONG WALL
TOW a5099.00
t0.75—
0.75
2.
BOW =5092.24 - BOW -502.24
SPREADER WALL DETAIL - ADJACENT TQ wort FRQPJ UNE
STA 1 .38.38 10 STA. 2.48 50
SCALE I' - 2'
OJT A'
LOT 4
THIS
SHEET
VACATED WCR6
KEY MAP
STRUCTURE NOTES
1 ALL CONCRETE SHALL BE F'c 28 DAY 2. 4,000 PSI.
2. REBAR SHALL BE ASTM 815.
3. ANY SPLICES SHALL BE 2'-7- MINIMUM.
4. 3/4" CHAMFER ALL EDGES.
12'
3" MIN.
OW.)
3/4' CHAMFER
(TYP ALL EDGES)
J 5" in
/4 REBAR 12-
O.C. EACH WAY
(3- MIN. COVER)
STR RE REDAR EP11
SCALE 1" = 2'
FLAW SPREADERNQRADE WALL NOTES
1. ALL CONCRETE SHALL BE rc 28 DAY 2 4,000 PSI.
2. REBAR SHALL BE ASTM 815.
3. ANY SPLICES SHALL BE 2'-7" MINIMUM.
♦. 3/4- CHAMFER ALL EDGES.
3/4" CHAMFER
(TYP. ALL EDGES)
/4 REBAR 12-
0 C EACH WAY
(3- MIN. COVER)
SCA §P9 APEN4RA4� 4YALL_[ _BAR DETAIL
SCA: E 1 = 2
SCALE V = 500'
1
t
a
I
C
i
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S
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i
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O c7
3
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CALL UNCC
I.4<tl *(11*JNO LNY%
UT CAI YOU OK.
1-800-922.1987
Neb./Mir'
04JTY NOTIICATION
G[ r W COLOM00
1'4 Tat -LP4
Kt' I1ASr:cal 'S 2'
DESONE0 BY: crf.
D4AWN BY:C•C
C -EC<-') BY: CrC
i' NOJCC �9S.
01-0375.001.00
10C COSI /
0110 -DTs
S'-IE E
l I D of 20
5021722 Pages: 28 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County r CO
III 'k"iNEJa rilAM: t''
PRAD12550 24'
�
EMERGENCr718CEaS
1'12 76 /
WIGAARD SMITH ESTATES
CONTRUCTION PLANS
PROJECT NO. PUD14-0003
10 5 0 10 20
FULL HORIZONTAL SCALE: 1' = 10'
HALF HORIZONTAL SCALE: 1" = 20'
FULL VERTICAL SCALE: 1' = I'
HALF VERTICAL SCALE: 1" = 2'
E% DIRT
ROAD
LOT A \RELOCATE0
FENCE
ANNIE LANE/EMERGENCY ACCESS INTERSECTION EMERGENCY ACCESS ENTRANCE
PROPOSED GROUND
5110-
5109+
0+00
- 5109
o+60
51104'
8+50 8+60
PROPOSED GROUND GI
6" MINIMUM GRAVEL DRIVING I
SURFACE, SEE GEOTECHNICAL
AVEMENT DESIGN BY OTHERS
I LO 4 r.
VACATED WCR6
THIS
SHEE
LOT 2
LOT 7
-. i.
KEY MA • SCALE 1' = 500'
+5110
9+20 9+25
• .macr" _ ...
1.71AI. "LAN
MtIA;. vL2} i'
O s.GN.I) Fit sic
DRAWN Ro LIC
C. -7N; i R. ;IC
rroacc- v0.
01-0375.001.00
10CCfl"Ip
0012—GR OILS
SAL
12 OF 20
5021722 Pages: 29 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County , CO
III MI ,Ili,1'4i, II 111
r
r
1
a :%
J14
1
1
1
5155 -
5150
b145
5140
WCR 55
1
1
LOT 1
INSTALL 18- THICK TYPE
VL RIPRAP ON 12 -
THICK TYPE ' II BEDDING
WIGAARD SMITH ESTATES
CONTRUCTION PLANS
PROJECT NO. PUD14-0003
•
•
It-.
• t.
SI:
W
0F'i,K
E -
Q5 9.
a
0.28%
£x. CROtwD
Ex .HOUND O
�t00yr WATER FLOW DEPTH
tl=0,2T
PROPOSED GROUND
INSTALL it THICK TYPE VI
RIPRAP ON 12" THICK
TYPE II BEDDING
0
ANNIE LANE
— —c
LOT 8
20 10 0 20 40
FULL HORIZONTAL SCALE: 1" = 20'
HALF HORIZONTAL SCALE: 1" = 40'
FULL VERTICAL SCALE: 1` = 2'
HALF VERTICAL SCALE: 1" = C
Y� vs � � - .B' -1,4S RCP 9 .1 2)1M
'
0 SO%
2
0
in
• --- - 5155
s
<>
:n?
5150
5145
5140
3+50 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00
VACATED WCR6
LOT ''A
LOT A
LOT 4
THIS SHEET
KEY MAP
V
CULVERT UPSTREAM DRAINAGE AREA SCALE 1' = 250'
N 112. NE 114, 526, TIN, R54W, GUI P.M.
SHOWN VICINITY MAP TAKEN FROM USGS QUAD MAPS • KEENESBURG. CO
in
U
LOT I
e
SCALE 1' = 500'
INIIIIIrpletnatiiikta Runoff Table - WIGAARD SYITH ESTATES
Imps i s
C-YR I I
A
CNRM1[EVHDRIA
CS
DESIGN POINT
:Ca PK° L01rq
2773
021 2 DS
014
O.Oe
ah
1
nn
026 306
0 19
0-15
0`
Cu
2► 73
034. 3.72
0.19
0.24
c1
Gin
77 73
0.60: 641
019
0.71
tl1M
EE;nn
o m -
'< 73 u 1
>OCCmm
yxj U O O 1O C/
0 e - o 0
Vi �
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I
6
6
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I Mkt M HIONG LAYS
BEFORE YOU GNG
1.800-922-1987
inewhi
UTIIJTY PCTVICATIQN
c T 4F CQ o'"o0
I.1 i AL -LAN
R tFASr-QC,2S 21
DFSITNTI) BY: CEC
DRAWN BY: C•C
C»FCKF") Br crc
PROJEC' i5.
01-0375.001.00
DOC Cow p
0013-CUL P&P
SILL'
At o_
5021722 Pages: 30 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes. Clerk and Recorder. Weld County CO
III PV1!'i^ kII I
i
Ills
L -i
120
PPS
-a
BMP LEGEND
CONCRETE WASHOUT AREA
DRAINAGE SWALE
GOOD HOUSEKEEPING PRACTICE
INLET PROTECTION
PERMANENT SEEDING
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511.7 FENCE
STOCKPILE MANAGEMENT
STABILIZED STAGING AREA
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IOC CON
0014-INR GESC
SA
14 91 20
5021722 Pages: 31 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County , CO
III FUr1l:fINia IIII!)
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CONCRETE WASHOUT AREA
DRAINAGE SWALE
GOOD HOUSEKEEPING PRACTICE
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SEDIMPiT BASIN
SEDIMENT CONTROL LOG
SILT FENCE
STOCKPILE MANAGEMENT
STABILIZED STAGING AREA
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INTERIMAffic
QUANTITY SUMMARY
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0015-INT GESC
S-ILE
15 of 20
5021722 Pages: 32 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder Weld County CO
i
II '!1jti i!f Lierk'& 11111
FINAL GESC
QUANTITY SUMMARY
El
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,zza,
I _
Pirs
BMP LEGEND
CONCRETE WASHOUT AREA
DRAINAGE SWAL_
GOOD HOUSEKEEPING PRACTICE
INLET PROTECTION
PERMANENT SEEDING
SEDIMENT BASIN
SEDIMENT CONTROL LOG
SILT FENCE
STOCKPILE MANAGENEN?
STABILIZED STAGING AREA
TEMPORARY OUTLET PROTECTION
VEHICLE TRACKING CONTROL
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DISTANCE TRIANGLES
PEP WELD COUNTY
CODE SEC 8.6.2
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IOC CON A
001hF1N GESC
SAE
16 OF 20
5021722 Pages: 33 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County • CO
HI PM')Pi'I I'kfl!1 flU
Earth Dikes and Drainage Swages (ED/DS) EC -10
EC -10 Earth Dikes and Drainage Swales (ED/DS)
Earth Dikes and Drainage Sw'ales (ED/DS) EC -10
Earth Dikes and Drainage Swales ED/DS EC -10
8 )
de�oodron
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FF$aw
Description
I alined dies or males Staid nal, be aced Inc taknepdag shirt flaw moll and en awn lslentled
^
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lw.Ntrrslmw.Jw,urasal edflow ..
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hu
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lenterray rtrxtaanwyawc cyarWtts - a
DS
usixsat seen .etc untie I.esaIlia+••
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••������
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acaeirtAaed tuba w divert :touts seam:] y - `?_
ED -I Inhaled lath (lake hated by stem
r, i an tA'* r4ntLw. eat Ilflt teb4 0171Nit1O
EK
miring Consultant
dopes cx ht sonny runoff ,o aaNK.xu: - '� -' 'IL ' -• '
w (li
Ctbt ClOS a.
WMe1N1� Or sine MOULD la IygKta. Ida Illat Orr lies at SOON ,/
ILah�lt91 ,aV1'11.1 LIMP. rotor W Jf•clW l�. -,--
of ,mull from • la Drainage tones
�f
DS•1 Unlined t.itat'aAtl Swale
t�I
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seek Is ant 11 mud he sail curt;•a. Vd • - ,
ad arable ni ialums wane sakiiMOS 1,, - . - .
US-i tl'fl-Iiocd Saone
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ED -1. COMPACTED UNLINED EARTH DIKE FORM D 9Y 'Rat
Appropriate Lists
- . r-
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os I srigtetA-fined Sunk
US -S V,,tprap-Breed Swale
3 Okla Fitt Mill ,spelt ON aaliwul tin SNc(AD at amal(D a
MOMS d IS rAluwc
4 Van OWL estates w RILL MIL net DO Or COSIOS:10s. a 01401040 in
(Oda JUII CCIOM. swa tMr IL aft w rust
truth dike* and tasgar%walrs sir 4, i . -
_ 11r..�ar
typically inn to control the flint punk of
The Mails
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L Nwcie a Mai 0 IarO,ttl M pFMWft, Mrs Mats t Mal = WO Ulla.
_ `
mod at a :un,llucona site by .Inerrant _
sit intent guidance on pamialble cahrueetl fin cabana cliental* if nonmed appma:ha.
-- _
s - tlnara tt/I,Le
■EM no IaAMO 04 °Diatots' swans a.. twain 0MnottC M I.0CA.
Jllll 'tat
tonal) mod amt prove
mound to unman such - l_
-
will or ,and
IS' t/►
c
a es Ms smi.� mean ma as rat on n aw s last, arnet a nuns/ a
u new .lopes lank thin and drainage k ' ,
;•
(Walt,. UL\ dm Iw (UIwltUlnei U '�pqqy�,
Stalntcnance and Removal
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COMPACTED UNLINED EXCAVATED SSE
amnia
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Design and Installation
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t12.-a;:mb4ili:a Scan mild lO dcia t sae rut skip; p:aice.1.a: thc.uth lila typically awl* as
LltslmJ,ately rerro.al � RtrT,elarnri iY abet pavlrasYca
LU csMt
aahluarton method Apposed by the an:at lrtsAnuus
oft- 1tM
DS"_ 2• COMPACTED UNLINED SWALE FORMED St OUT AND
$
hx,cunui rd$e of wad plant perperdicuka to see .tops taw angled slightly to plunk aim.: aorta the
L7„
comma Dr Jake Ns toed to .dun ton with a .w at.: a a small charnel upalarpc of the Spat to convey
the d,scncj war I cn mar) d,.,.rsu,u Sias as Pr can uuera! by excavation of s V-.lapaat trench or
dh:h and placement "f Slew fill uu the dmname auk of the cut them at to u ay pea cal ptaawwuul (air
a Mai
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VttirI 1tt (1U)
Q
tani.xat, .tope des aatomun alk.m
• A dike 14,9. sin al the top at a dope to doett upland ninon away' hunt the Mtwtbad Ala and coney it
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cllh:aae slope lu'•Ytbataallbat
Gcpaldms an the protect. caber an cats (h401.ca drainage .male
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on hi Itattep;moll and teduer the
n1•i be more afruyrnuin c If dins n :
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bake arum
Fines -1. _ -
QS -3. ECB LINED SWALE (CUT AND ALL OR BERMI
M MRt : �v
re.. -Ac. 544 Nov *CAM
2273 SJna 5E TPA
bu i HtAD D''". Al 68«
All dikes or swabs /ter/r Sat a r seal► Drum • diawrlias!
1'nnarn i,cu,J
\'n
Mao .N area ahead or trw•icr to a semitent control
IlAlr sun a a salaam trap at hasta.
Sealarren. t_ oxen(
-- ---
'lit-%tnecut Sloe) tnc,n
Medallic
Ni,
Nottml.x 201(1 I Than Resist& and Flood (unuol lh•uaa l tW1 .I
I. that North 1kauaaet l Hera Manuel Sulwnc t
FIAilti-' 1:Itw. Mess and Flood l tninnl Distort N.nUmha 24110
Utde Willi Drainage Oita w Manual %ulwne c
Na.enalcr NM lawn Ikauwrc and Monti ferul Shama i-I) D'- i
1 -'two Storni Ikaaype ( tuna Maud Volume 3
Amcntrot 101(1 I:tban Deming and Fiaad Cannot )holm ED DS -X
l.rbaa Monti Dramntr ('rump Mimed Volume 3
DETAILS
3
:STATES
Concrete Washout Area (CWA) MM -1
MM -1 Concrete Washout Area (CWA)
Concrete Washout Area (CWA) MM -1
MM -1 Concrete Washout Area (CWA)
Description
telb*4, Jest* at if highly permeable Sails nisi in the mm. awn the pr: time be tnsotuad with an
- s a s s.
-
I�e��� _�
Conceit rime aanaecmcut tnv.el.b
inmerncable liner (16 ,ail .inienim thorium%1 .K meat nu age shanties el route pn .'n.aucd
tumult tr•aftaat afevati T A Irteu at. ntptlnruxl 'Maw sea .h•aW he used
OCIIIG—,a af*Oil
IOW @WI)
isiU
a,.., O .74 O
degigunng and miaowing aria
�� •,
property
srmtirie am of the amglrr: WO acrd ass
Deep death with NRxn an pn,i Nk.! an serest) t N Al Inc pea and ( M:\-2 gar Min await taage
yTt lalrtialtd be strs
,
•
•t
Varies .. mai •ow mashers llty a tntenK w't sae assns
LUXca.
H:Mabee
belie aL Auger left l . __
-
aii'A' W:atlxr.r Rrnaatlt( IWI.m•Ilou tits tlbaalled ,cadOls
III
®
.
Ilataa'O.Mnai d M 0rl0uD t r.o.cwei. MOr ataetrat /1/rftT ants K SOoa as
ci �ewshaut
ales s LI he create) LLUng tar uI 1 g
app.wa)nes nkgltd w Rate
Nalntenance sad Remoal,
, %.itt
.
(� �kK )tied r( Ma{,tA{t rjta�lln .{r(� TIM( raa/K4 atJ�M.t
M'Moa` M+D a'�`� CUM, wtw Dower
l ^yones)
z /' z
nth *.Ilea how w"a'1.Inpl rtes lints and
_
i
,,.
' ' - -•
„�„� Iaaoa+A
cdaal
1 la[GKPR Nap M.MttfaWte •IIC Mta'6a111i 10 /aM14ai a1M1 M
�K
Ma.V r�raexhrrtc
matt chums,, liquid coon -etc
Gum .kttiN pucka. marhlk Bich
A key a,iominunm Six uaxr.lr waal,awl aWs .• In ri. can• that adniWtr uena e n an plate xltnml)iak
aka Itrcaturu ..I dlc wstahWa au I••n cal uM,wttule scab nutaaanule ,nohow •rcm .. rmunny Ira
r •
• :. e.
l(YJ
VII': U[Taa) y10F0tL1M
6�> 9
dMMA1b d1.C�W /Ytl OCiWYt/111K1 LAD KO
Melasnlry tlgpgar,y
Q v,Uwamt
cat pump Lick. 11tec leer
opt4nrtlCt aR 4sadWk tenet WNri ..1 A -
aicnWle t's7 t. posokd 'and um pu.l nano and Ike 11w sr1.krwt atom n hon f used at vipcaod W
r.luax .n exert dru 1it.Alctt a1rL UI Ike Yal•
_
' •. I.
'r '.0111[alndar00IK/ray;_7.
r •;
a1Mlt Mt sMaE aattD. Iuats(r NRTXalr,sl rotted tMlaurDayaM`y/�.ir
ICI 9.parrs,
D- W
ir. dr rle.11111. caw n! an .he•,e tr«rtd®
:
aiH teatseat.. lyciliMINeh aiwn al flu a/Oo M Ire21Wr 10 MVttepo
/1,
senor area. na we taut- -
t _ -
aintx,rV f(xw ern' wn.r i- tat •wI4 'o( AM •• cana)))l Mn m"Maan 11\IP Iii ebun (fypr.,h) sts n atInl to
•a . • . .O
CM,OTM fa cos MIC sat coact minks ataaaaraMI P. M, Puts t
.a( mean wain
alxxw Way-thuds01us ca{airuyl Cakes taunt■amt and ttulna wawa w . dtsigaa nl annul
Is
tall{M{L MCI nil mitIML1 rata NOCI4 d • 41e1M d a
In) au. tic *.bona .usanw•n
Satre the. of am tea r,ahi ui
°a
CONCRETE WASHOUT AREA PLAN
► toNrottn arrMalar a.ta. MOM Ptrn a COCCI' APO as 0110 era
a Ot O.aPA CE Rl s w i. K tMWSa0fR1 0110w la AA rat a sin- n6O
O O
careen(tauta(Malsuel in WWI dim pl1Wt.atat M..... (11'1.-1 I.ann*I..Ina.i.�y sunk r.. itYr on*
man pad tar area v i.e.
l: p•x1 lRva,uCun cal sac N aY sale is, aaar,aJYtJ r11tJ *lute, tn-ludim4 cuArt.[ * ale sad any
IY "T.
-- MC Wasi 4110J10
14 KMYQCA
A
Cana* at OVUM CC per.
�/
lei1
N
Ina
Appropriate Uses
•antiaaained nab, mum be tribunal from the .NC in Atwell 410 1sia ,kspAwal cat .nGJ r sit If the raw
a
ti ty.. WALL a ma a RwCt Jet.. was •JOMIa! R Ids M etO*CI IS Rlcal
saner is annul! in criptatc ail the (ew.eraae natiknh. Ill Ray let rit)aial
Xn Wei
/ ilia as Cm a 11404.0 Craw '-t Wale a(a* AM MP rd_ ICED aam
onto, nx o'1.4�alat SiMIa/tW w . mwmle .I+raatm air ill LOCK w,asmcC*p.
e.esictcc *sauna arras mug he deuynatcst on all sun dal will generate canna ant water or liquid
'A --
hue. Mint)Waal
fR ••11
nun/no aor ear mwa (air air WI an r ts�a suiAia sense a.a.Yra
a.a4ni: ws•i: .vuix tomrrsc .n.tm,F of Cascade
IC
p CU ��
• Y . raa I GOMM MC
tat taw
Dig'
Safely.
'
Seat
oast )
SLITS 4Waaactrw4 tw•4 air tows war. Ste 1t4aWva rasa
.i to sttbn OTtK tMOuaD t[ seem stall
Utcaasc pit 1. a (n llww: of omen ter %aNheam aatti1Wa, r hen unlined amts ma tan kw c aeecae
'
..-
SECTION A
aMt.a � Mt �
� c
••,ln wc, the wl mist tun Wahine buffoons cam:IV w moult in pi Walton of teat gnwnFrau
aandwd.:. txlaensise, J hurt ttrhaannxnt 'vial be used The folterring fM'.njetttna prastists art
boat
1
±
- .:- _ • • .
-
1-1. CONCRETE WASHOUT ARC
trta0a WORMS Mil
Sear too as
niwt-artndel to pinyon an insist unlined pits to to sand' act
_.,__�___. __ �, � . g�
Qlkii.serthiabisly. Se=
1-800-922-1987
• The tw
^ a•s•.
ate of the mahout sib` diould x.'mpaKmy ilea than I Anil and
••
..-
I. eta Mar KW teatwow
wean
• the *about sin Mould be all lot located 111 an Mal Ytlelt shallow span IMy lit such
�! a-
,•
,-•' c.ex
-?- : �'
•C1� Ilatktll*$4 tddltax
4nwv ND1OKJ nee
COMM °( °°'Otte°°
ppiiWRtN ir.7unll,
A% nova n•IuJ dlslnaAra rpr.ap, Pi wetland.
Design and Installation
_ jimrusJ$iL
_
-
). w 16p adUR (w (/af/D dal amr.F ta7 a nit wand) 7Npiry MtrMr pr
'moils"11N111I h tea. q s wart wraSe rnf�e J
SK eat malt t atkisD rat 01•701714814.1'
li slO(Ofwa[i l.a1D1 `it M as.. INaLaa[s) l7
FO L
s(C
Sa ce VOSS aaltflwt.ta twat PM*,tr.alrD Mflat SOMA ran an A
tats 410.4 mows) wawa Mel PoaD sI JILL)
Sancta: mama a.a;s I In as i be oundwasel to a mouser that don not w'
.'
t.NnMKe ptillutu•2s 4ufaec
wain of .acrmwser rwu(1 l sort[ snail mites Iraq he hoed.. unlined excavated i.ti Na the
tbsimpaOh CWA.; MI•al•saa atom ..lust Ma. runic YS to A.I tries "aat .air A+
I ha Cm SOU In Iata.a n Pity 10 t=Ca a Pinata' a eR
exam., .unswereraily llptmitecsurrd pretabriwited •aJxns .unearras- a ab.r.r .ns.l holding at..
scurin aced of balm. .maltwis a maw bales with . plasm lair
anted 1, nettled winnow an. mot ha antMinpoi "lay 1st ninon to proem rt. oaten under►
saran at tin 'tinny alt %$P)
• MIS titans aaaa.Ol a Rat 1Nalra act la! kW a SAS a at t S 11
teat t«� at taas.arau war feu r II(y 11.41121 M Per Suss t w
ea tsYlagaaip.nD son no snot d Tsf a seta mar traYr att(b.} A► t'
/OLas D \
'•
s
cameo onalucar -
a. morn man •a0 was It ivaiit.O n ra Map Mt Cm
T -IAN
Cana Waken Area
r SOS natal a RILIp Y Ina OOatVCr.an FMIa4tat, WI GIM MO
1`I Al
kttIA'*—ty'2a 2'
lb, n al Ioca(s as unlined a saoat arra within 4410 feet
el any aataral drawer path*. ay or waterbody or
all btu 1.000 feat al any wells er drinking w sa-i
is lliOs
I i„•Nos ('surd -..
him
A/
tk=iaa a tttzcawv t0 ct al,' 'Ora* in is n4 as Or nt en To anima
a cdrlG/aTR tA+[xs NO alt! Ana
0r Seem tar tie
DRAWN Ate, G C
.Yana..7.W11 Pitied s(xcrtte washouts. m is
Snag casual
No
a UM UOYIW SUsara ION Pt Si Pa b cOdi tie
4c3 BY crc
C-„•cChJ��
aJatubk to locate dr fanny AraIrmaw i , u(.h la:tbts
• timciNs al NOnt,Brtlual
Yes
ZV
I NO.
and drautayr NOV, If t4a cmnUaan% utiLe thew
01-0375.001.00
tiui mints 2010 1 MAD ntillrk.yie old Riled : d Catlin; D C11;A•I
Ultra, Saran Iramyr t nacna Manual ao lun. t
(WA.: 1. hm Ihauwyc and Hood Cualtul Drano titirenthet 2010
IdbMlt ',Imo Ikamagr t'ntuu Mama! Volume t
Norendxr :010 ratan Duit.uyt sal Flood Control Mama CWA-1
I. itan Storni 1211ina ,c 1 nets `or Volume 3
CWA•4 t tibi a Inonage Idol 1loud ( ontnd 'w IAortal wrmber ?MO
DOC CON
0017-GfSC OIL
a•1
I4tau. Staab Ikaiva e t nine ill Manual Volume. I
SHLE
1/ Of 20
5021722 Pages: 34 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County CO
UII ridLin I�a' .��ri kPi/iMPhilH)u
Stockpile Management (SP) MM -2
MM -2 Stockpile
Management (SM)
Stockpile
Management (SP) MM -2
MM -2 Stockpile Management (SM)
127 5. DENVER AVE
000* FT. LUPTON. CO 80621
le www.westernecl.com
emollOweslerneel.eom
(720) 885-9951
FAX (720) 294-1330
sting Consultants, Inc LLC
Description
When ti -ii: unckpik Is no longer nonfat, plsptly dispose rot euas tsunamis am, tut egetitte on mhowi.c
atbitlla• Ut pound surface when ibc •zocfyuk was located
•-tee`
—
''
/�
manures include*
/ Sa-lal
to mummer)
manures W mummer crnuun and
a
� .
\ \ � -
(SP)
\
MEOW_ +aDll C]dl INNJGr.Nrre tnfr •L
sediment IrtOapM from sod eatrkpda
r
,
,
•/r
/
I--
u 1~
, a,Oe•,Ct Ott cavil. 1CAlImAT, sac, wr1Am 1•IFY w ark"lni unA14naG cwslu..
a coca stiOuthtfls as t NOT .fA a fmN AS
_-
FOStalilAwc
n) M 310.1flMT Vain
PJllaRt (a110 Albin amine ie tan) r'OLi:laalrl A S70aN nor C/aafLs stoma
Appropriate llscdd
,i tra
. t
wawa
/ A
cM,snN_ Nth ao.a.r •rrFss�n w,rjerwca
itardifiths wNAI
MOrissim
Stuckpik nlaniy,cnllmu silnuld be used
whim wily or .stir vralnbk malra'wlt
Arnim s1:.CA:struettn
;., _
. ` _ •
- ^.. .•: `.• y'r•.
�� -
I
-_
.0"
[smains ac ca00101 .MO . rcreo if a ithvict O COOWIEC1M I> *D a
aj yMt
/K sae
Sprainl should be giant
- .-
s...
-
ALT Vara FOR
/ J OdaLLAtta1(MUMBIOlOy1S)
nes NOV AM boil OP 401ACOADO Ltri1L Mt VIM= 1P0µ
astowawor irmannt
c%attentionido
•tcklrlcti all dos: immunity in )taiin'YI
n i
'
\
g)ravna s vwltrKCl ammo/ sew'. *NHS
or manmade gram a)AMme.
—�
Plasyrml. %T I. '.: .enntrm4 tie ad, Nsec.o.
• / Pl_W1tP PIWTttrar. ant SIC tdRO TO can We.. STCCIAll 1ft71,a2
to icesaulad is retaverd lei alt names J*•at•L• 'Ain"
STOCKPILE PROTECTION PLAN
rLaartfa OONTrli1 It VW tan OF 7W MOIMi1Yo
Design and Installation
Loam muciq sla. essay (man all .hoorah stNem caripanenu ulullrhnt stairs IC.•a Sets. Whets,
rAaaAIY --,
Mr MCI (Tort sr Otto& roll
t (If-� 1AW111YR FaUF101DR1)
t. Srocnwf r_Aur[tp COMMA CV dt MCCMa Au tat irttwN MOM Mt
ntxw ]( x/xt .m utcrs.
as 'Mm .a "'� Mail. '°' swat . taw,
ptrtiaal, Clan- uot:kinkc h+.Yla(at> tblAI Mar wall oilman urtduturttcd fur the Moganpaxaal ul time a. the
phase* of.Ynstnleua. progress Place sediment cosine HMI's around the penmen of the stockpile, such
Ai wd:nxnt t WnNI lugs. tuck sorter. ult fetal, .Taw bales and sand bap. See Detail SP- I lox guidance
(�72iuser .t.n.>atcnos. !out tar alai MU War rims tsc %wormy petals
Nitresin tar*. Atial+CtiCtt M TO MCI ono MOW, it USD INC
OfFEleta'S *PE •0111
oil pupa c -•taut iallioa'w of permsetCr comma. around a .Otelpik la stockpiles in acute WIC, pv ride It
subdued designated asrs ptun an the lcKradient side of the sk'ckpde.
SECTION A
SEE
A
A
A
[i
Saabilix the sari k surttct wadi surface cnn•• temporal seeds sad nwlchm crown control
kp1 teuKfa it- T1pxt Y l Y•
bdauk,rls. .I soil hut.. Soil. .mekpiled rot an ntetakd pcmsal Itypo- lly fir more than 60 days) should
SP -1 • TOCK IP r E PROTECTION
r
Ii
,�'
5
be seeded and mulched with a tong eery (arty. La.r at the stockpile n placed (typically within 14
dryit Vic td ttdch ri'tf, at a :rl t'!rttt 'r sate btb!c it & •Iti1:;.11: n iii t`c J:;lir: fir 111Mt cur"• -et'
tine pmnna 'typically 311-60 Sty.) Tunclin lt. fur .ta in halitau of stockpile. noted w this furl sheet are
'typical"
I . XL Mat YaEw ,
gal D• ~ILLS
a
*°11
•
t
i
A
QyQ
Y
(
Y'a
R
e•
['
P
P:
if
guidelines_ (bock pemul requirements lea specific fedend, slate, ardor local to.minmlenfa that
Maybe nrcc pnalptsvc.
lc nks should i.ol a n! in nrcela it( vcd .coos unless 'rI txhai practical alurnauve casts Ste
E' plat p•1Ix'
OK Stat'lt.-cd Stynrgr Area I la SLIM for guidance when staging in roadways as n,ase•.dahlc Ira' tae
-1rµ( 01 naasaa PaorftrCN
01'
2 manna I'Qal[T1A CONltt cis w callfelia.'Z aim MDR V. Olbns KIV
ht anti it SS m 1µE STIOVMZ A1011CISOh 5[WM* r�lYllt 000 MKS W
ParWErta ciI IMO If SICAsRR•D fafwtrt CONsaa HONA a soot Lora Mar a
tun at w SOIL Or'— 1af5. re4000M?0Ns MR t*11 1SMN0 TIC MMOIR(R
PN( Or r+uatlat VS Fa A ft000e-t Kung raffia ne wawa Yi
pike .r nght.ul'-.a u• ca rwuamts err vcd areas. oak soda
Mpe(uXatit
inlets with the potential In sadist: sediment tour the stockpile
(11.nec W1)
Maintenance and Removal
Iturpar panatela trtnln.lf cold InICI pnrririn in JICixSwse math
N time sealing.m inch author son' hinders art LLKd, tc.etdn,g
bA-.1%rl)
When la 0 remiss al of r
'nlfraf y pe(mRlat LIMP 1> IINhWY
must he u.ed fa perimeter .corm! and all
l even hunt %chek tracing) oast be
dim reptant pile raid Sheds
or ruappiteloon of soil binder ma)
MutWSW Management
a A n/omous IsACt. THE ynala T s Or TO
NOYasaiT$ cacao. 1016 NT an Of Tad IKWKrD1 CIYMIIOt TO CONfwa
nil Mara enters P* II Pe non MAT 164)1704t FROM net flint 4I1s
co *USN VAMP M rtlalta MC OTIN FCMOS
1- 1Wal'hi NI Vaal /Va act OM talRN'Z ROXV0Aa TOOVI RT WINOS No
t/1A n MOOD can t wooers. OR a tMP[111. XIS srma0l(EO rat 1N
atHOCO was. (TTOILLT FOR NOV raw 40 out") VIEW It MOO YO YtiQEJ
MTN A TRMORIM Med MI* OCT bit 11100006 A NACU Iasi MTMI 14
nom too atoll IN ONLY OR a MIS ReaP Ft arflPiOME a' M. VOI,1101 At A
M Mull lest A 1VOAAVIA Ida 1141000 Mears 30 -co mos)
4 Fa IIyaF0R1R/ 1rO0lala ON M MOInM PHAItOt (V A ['Alttflt.ClfJ• !fa Set
PONIE*R COrt1S . +K N qKt 116GMPlt
IMO n n le G0
2
n
- ^
2273. $JNR SE TRAIL
H.! : HIAL: I A/ 6f::«7
It. aact.. • slnckple, �n.lue liMP•a NV rwltitallai iii
aM�.,�...y�a�,,,.�PfAistrill
�Iteardign -
COSMOS Rte
KG(xdaliCu with their trfpaettw0 d&Urpl WWII bodkin
bowfin ( amtrnl "
Y 1
Sediment Caning
Yes
&Lothiaan' ,
Ye
N. vmhca 2010 Utlmu Dramatic and Flood tonna) tK.aid SP.;
! Mel: SWIM Dunnage Cretan Mused %oh n e 3
SP-i. I !stood !Neuter; Nut flood Cannot lkuria N.•.ur.IM:. 2010
l!tban Storm Irau sge C'rtur.r Manual Volume 1
Noscniha 2010 Ldean Moulage and !lard Cannel Doan SP -t
UxOatl Sturm Drainage ('nteria Manual 1'olwne 3
SP-/ kitten Drainage and Ftitral (onuol Daum Sovcmlar 2010
Urban Mann Drainage Criteria Manual Volume 1
EROSION CONTROL DETAILS
PUDF 14-0003
WIGAARD SMITH ESTATES
WELD COUNTY. COLORADO
Silt Fence (SF) SC-i
SC -I Silt Fence (SF)
Silt Fence (SF) SC -1
SC -1 Silt Fence (SF)
Description
Removal
r.
_t
Maintenance and
-I.a.
\.
f �%•.,..4'y
`
\ nth lots u • wWWIIpaataUk Cahn.:.•!
bud w 'oaten ttawhed
a
•- j
1 •i - , r•
.
Ieupccntm of oh tome wchnks oob cairns the
for link".
w w r
al rarer Natal aamr rows
alum posts and
into the pound It Is dl-. owil ly a
inseam' was as •lard chatting tin tlumpinq
Het►c and undercut area. Mpassin(, lbw) Repro of
-`
:2)=44(10_13) • t lam) MOON
SF
I Ili 'Oct CV K T'(/CU) re Ma rtIL COL Or Tut !1011( ID 1aaQ /a Win
WlmnM/ hauler to intemepl %hal flow
silt fore typically 'natives tcr.lacmg the darlMgaYl
- •C.- -..
r -
'
POST ■M '0' !Ni
rouvu SO aka a TIC ?CV Of • ILVE hiOW6 K /LTSUID N a liar aaAnON
g trait Boston cwt p-4 rf) ARV fit Tot OF nor Oat 10 NOW -me MO
rw.nff from dutwlud area*
isctiun will, a new section Sedun cos accainu1slyd
�:s•
! a,
NaiA11t Mat COAOitOla
Appropriate Uses
behind mesh shou
ld uld be mmovvd as needed in
m em it
naiHMPff rtntit raylsa:nabs, typically bea
reaches a depth of t. Inches
..
r
t PUCE
i
Gro
Witt lAuAl' otos it' 5 C TiOAO arr•oa .'taco a. oR vise w aka Cda (. NO
a ab[n
A tilt time can be tared whew runoff is
cons eyed front a diwlrbad mat as Utica
Sill lease nu It mimosa] when the a Iar:am sea
f
A
3- OOaOwCt ANCHOR fllDt?JI 6Y tiNt0 Mnt a 'mac .sa7(- CS Os swat t1f um&
Cn1IACtOr 1WU a txac TK VT *Da MEW' ODIC PUUSO Out (y AsalA11
has reached fetus uabiltr,n•w
TNJOl If M 141
flu Sill tMMnae Ii not ale'llfrd In
,
C01:
recant aTellttnualed thaw w tie be used
ass MICE tills* Typical a`. IM:h•e
a'a•al0sga SV-L Wbat urn Infra .. a.• mtJtwl Son
t00.MM'
.i
♦ W PLAY SMALL a ruuLO TRW at m Ai M y saMCI EO t iota._ MIA SCUD
i /IO 1rOttYAMY SAO UMW, SIN= ratio! 1T .+aa am MOOED TO nit VAC
• Down slope of a Moulted area to
a'{Ho
Ili •'SS, •'7 -sun!' nd.:tua. Mar fr •TS-•'P+'+1n
ran tit at war Jon -. .rca: comaas wed
,
rifT* _
M. y.
1 9E! FGQ Fe1LR VW. L *DOW) TO NE 4•Md} a11•Ar 1' Warr IA)h Slat"
0R as ins r Mta01 VOISS me Mss beta a +RACED r NOV Td Fa
.•seat sheet flaw t worapi pa *1-I..SJ Inca tits. - minima Yana. arcing
tbeaa h.• ruaM to tsarina vs rftrrr
• Along the peniueta urn taac,vWg
water such as a orison!. pond or
*churl
Or.. SOO W III+ Me ho.. Pluto Winne .•r Tuea
Gam
'� T-____s-
T ... _,
CROt/10
1' vs
�l
l
1---
FrP
— —
lrJMr WC Wet
0 Al DE DO OF A RM OF 9ls roa NOW A CDMaa lit 3MM m a 9010 a
WOAD POMOOIdJM IO ME COMM. TO rJKATZ A-a-,E0R' 1K r -scot
Et1Ylott POWOOA.uM TO 1K taittam tacCen. a Of Rl1Ft01Q T UPON O VIP
Qara1F IREM 11na1C *MVO bit Des Of THE !r MCC (TMY*U I0' - 20')
r tMl Etta trait a asSTansED Ist[Il TO can aA10 Ot1Tllnala0 anal
as
Dig i jai'
CALL UNCC
I MU W011000 DAYS
06011E YOU OM
1 COI
1800922-1987
I'W awn wean
taNOTOCA
iRllfY NOIrtICATgM
ATIlt Of C01.001A00
• At Inc pen meter of . autnaWCuliM toil
41 ter ,Y
or Set mice
to'
null
SOi.fLaLL-K7RIL'l'b'�-TOILS
Design and Installation
silt feint shook! be installed alone the tallowof slap a ao that it wtmtepts flow. 1 be 1nauwunt
...../
TAi v'dL
1,. W.
t. tear Owns tAei Wabca v, AN) ta•r(Mw Tt[r n uf1CtPd OPE/Mrw coapna.
1WstfaMet a Ram. Inman et PAOr nit, NOV KILTMf. 1stR MSS AS Wes a6
Palatal. (.wan Naar% rein 24 worse) GwlnaaaG A ATOMS fMl CaalfOl (door(!
C11O19a1 MO Pf1KKO111i . ass1(TY INPIThwa
.tin
reatnineu IN u'bunny dr'anwyr Nea per IOU limas! feet of sib tense. installed along the atnkwr. it
appruiunswth 4)..i urn with a di.luied slope length of up to ISO IM :toad a tabular) slope glrheW 00
ae'apts than n3 1 [comp anal sumo• slopes iu sine idabtnnal Mutants Iris nratunantmien only
SILT FENCE
nfU (M mIVISIOLIMS NC IMORDINtt a IK ne' 10 sonaAs fits n
fM(CTM 0et1MTW0 CnsntRPi /rOPFLTOas MO COacnf c MfASIMnS Waal at
00[YrreATO oifla0l1a11r.
F(1' • A I
= •t R£C ens,
applies In nill ins installed aloes the ma'am Silt tenet uncalled tor other toes. such as permitted
•I
POW1 Vat Oale
l macs[ M sod ;ALM MPAO Of Mir(AOaSut 1047.4.0 RI SIWID .cans!
OIS4MRr 0I DE nun
.-rmirnl •k,rd11 M .Aril1r•f m I en). the WI! caw ref-Afro-Afror.n.+n resew flaw, F.w- ••rrl- • -kook'
mRstllllalnan ma) he Appropriate tit ante rase!! ,rves' I'M and DlV(LW thalamic in multiple na pde rather
/
of men 1140 110 CVO
b
JOh OW M 10
1
a. VIVO, ACCOM1AITO WAIMEA'S Of Mt SI WW2 luau K ItIKA(O a NW=
W M.RIter *If GVCTIOPO and Mt MI. TrOC•u Y MT1rOWNa crown. UCO
O
-'.. .
• 1(• ~ '1
i
a
3 i 12 1
,t / �•• \` .'
e, )
1 :. 1 "�' s
`s
Oran consemndc and t awe amuse canda tees+ parallel to the silt fence.
1
atOarLr1] f a/rROulaalfa,r P.
Sec Iktad SF- I FIT plupm .Alt tense Hm:.Illenay wnrcA insular* OIt`1N'r ueochnny. staking. sgYusnq !lac
fa)vic to the statics, and hackfdlirm the silt tenet Pnywrly installed nit lima: -hswid nut he easily pulled
war
a arose OR Vaal at WO Mips Moot at 936 OF aaaR, 3110. As faailre,WOO
tt'IAap, dl fa3laAPi
inn try hand and t:h'e should be no unit between Abe ground and the rubric..
Puma *sal V. aatu AS
walk hen a tirafafa 0119 Of:, Tiler alLIS or Gm( aril rat
a Sill VAC! 7 TO Italian N Rita that at WSIRENI CNIUaKo NitA is STiIDLIA0
min samostain 0• he LQM Atll01C1U(, der 4 IU1sac o 0r M (DVYNUII Mf .tI1A
Silt fence mini next the mmnnwi allowable >t h rt wrtrcMy h of NluallrNa.i
n'typ y ati'M rs'gwsecatmt, and
tlecifi autuin in law improper
OSItXi . Si•Grau NO WIN KEN Cu4Gt1Mt[J- ria
Otto nE IN eitowin
Waal CONDOM 1111►.
t. IS/r.N ta.l / tliCa as SalOfD. NA Ots'raaaD NOV MOLL K cO4(ML MN Iaiyt.
TiAL PLAN
l(F I I ASE cG, 25 2'
-
of iji reason oils ilce tope'( . Inmates,
of silt fence is a salaam reason fur silt 'nice failure. Inmates, Sill F
SECTION AIN
State MID tAADLD or 01)Cne* lraata to at ailawa= In LDCA1 AAtoor_T on
when property installed and sac$ for the appropriate pupa cei, it r -- - ' - -. I
coma myn Aar ION. Ile a a+.ra oa♦w AO 00 fir claw a•% •raMt w ilatel+t
can be bight) elakb se
�1TKil�t
l]usunl.00pot Mt
Scdilactn Control __. Veal
5, F —1, SILT FENCE
ma)ki WAY :IVIOCIlat1 Mat SMP Okla% WI wit rirOY u0r.'p StA.ONIO farmt5
ataRRplclsaos AS 70 Icon WM. WW2 at use imam
WM-NACOS aAeint DrIO
DRAWN OF 5 ONFD Are �i
Bv:.C'. C
C-EC6FD BY' :(f
_ Sue laic! Mnrnµnmat No
r17 0JCC_ V0.
01-0375.001.00
)OC CON N
0010—GESC DTL
Mavemher 2010 lilt= llraiwpe and Flood (annul Iktukt SF -I
Urban Ronan Donnie ('ntena Manual Volume 1
SF -2 I lobo! tkaity(p and Flood r rn nod lkwier Nosvmlwr 2(114)
Arlon Shinn Dewar Criteria Maawl Volunt l
Nosembcr 2010 1'Mon Drainage and float Control Daunt SF -1
I.drua Hamm I)snutag: (.rilau Manual Volume 3
%F-4 Urban Drainage and Hood Cnninal Ranks Von --mitt ?5111
Urban harm Des rage t:riteria Manual Volume I
S~iLE •
16 OF 20
5021722 Pages: 35 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County , CO
■III P'1I1J% 1! S1WIII
Sediment Basin (SB) SC -7
SC -7 Sediment Basin (SB)
Sediment Basin (SB) SC -7
SC -7 Sediment Basin (SB)
000,00- 127 5. DENVER AVE
FT. LUPTON. CO 8062'
•
www.wesiernecl.com
emo1Oweslernecl.corr
(720) 685-995'
FAX (720) 294-1330
eying Consultants, inc LLC
Description
A batman' basin a temporary pond
adunc
butt on a wnWtaetrnll Ole lo capwurc
eroded w disturbed toil Itana ed in
('
uMm runoff mho to,tn.dwcc lrwla Ilk•
Seduntnl shams 4.
"'-titbitl
- .,
1y)fllual'----
_
- 1 -4 t.
-
�� • �.
• billow Structure la c(n:CcsniWed flow t'ntesina tic tar1L perAid; moor dltslpaucm el the penal
1B -I %Millions' Volume 1(egwlretitenls tot l mantle MA and Lk.elopd I ribose), •trtn
Draining III
11Y rough Sediment Basins
41,
y�
•� '
• •t
• •\•
1 a •
Maintenance and Removal
Maintenance •luw
MaintenanClivilws Include Uc fulut
• !kedge .edinina In=n Ui- ham n, matt tt, tl.a;nlalu OMP etlortlballast. typically when the design
-J'
sulragc blunt 111 tae more then tout iMn1 tilled with sediment.
Me are Itcslgtted
.f •-
- -•
.
capture site runoff and slowly tC1t:wC 11 w
allow time for .Allure ul tad1i11Cnt prior
to anchor Solisnem hallos are Mtn
..
.t v���
••Ra;'
.. , .L
-
(�
tarp eriiouuins s'4)
t
Itddatshal S4ota r Volume Ih )
Per Acre of Tributary Area
_ _
— f, '
• barna the Befit tall bas41 enlbalkllrnla fix Liability and icepage
• Inspect Iht. inlet and Q11Uel U) Ott basin. :emir damage, arid ra:f14nW lkMls Ren•n.a..;ICan and
P"tit• •
1. oatk•.el,TpeJ
SOU
-
replace the gavel AMA MI the outlet on a regular hacu 4, frndnat the a::wnUllaltd a0durrnl within u
constructed in locations drat will Ina be
tlydl3ad W atilt a
- • ' s•10
--
7100
chit
and keep the outlet fut:nuniug
1.10.61-oollslmwalt4.
et1x111N'•fer blslw.
.r
—_—�
1230l1•
- `., J
30
1600
• 1k AA are dal rcm.nal of a sediment IMMO way fululfe dcwawnng and omocill l permit
Appropriate Uses
.to
2tl30
icVuucntcnL.
IgLW ashen Mil. Outlet simmer )sic a niep..r.el seams' Isamu • 1'aircleth altar= I=tem eludes fUMW out twiKaf
SO
2470
.4 1 N' t.un.l,nt 1 SON. Inc twee atSin es writ
• 1)o not mums% • .cd,i lent brill% Until the upauvaW 41= has bccn waholi,ed with lv ciaiNn
Mast large c on,inaction MULS (typically PWgrapa Sit. Sals.vaa twua a in. toll o c skgc Man.,
7 mount of NMt
- en
O — — �
that, octet) will n tit Busy all
envoy �
Wane sediment besets fur effective
_ .. 70 _
3S ,
Irma lt\pewllt4l of the Kll,lllclll beau depend 1a avhctha it )nun wili he lama peed to a ptYTamiaml
rumen basin ati.•Iher the bawl urea will be *Sancti to Fm barn. hying
ISLrugement of conammetior site moll On linen construction pupal,. sediment I.ti.Rtc May he
10
4300
par-eunaNCUan acct .n grade.
ton rnal to pctnaancnt leictltun locum retil.la ae:urlulan:d ,altuacfu afro) rauYlfignnty der Nom and
l t tlpactrca, insured, ftdinttui hops or .rhea eombinutant of i)ki'a may be not; appropriate
•i0
5
. Outlet Protection and %pWaty: l all flaw path. (w runnll' lea%mg the basin. urludtugry•l
owlet use% uircnw nlL or the tb :.ealu tau u not 1t,
W >
:dulw:nl beams should eta l.[ ita.al L\ \L'i Ml -•tuna t,illltll•ISl commis t:nr)un IOW other KdIn MZa:
100
i
— 6460
protection at t•' typical point of dtschtge as well as overtopping.
be tired aI a immanent dtdnnol facility. ail the excavated atea N'it, mil and !aabllac with .Ctletal ball
.,utuuh should also he linpleilcule l up+uewu
Wien tensible. the sediment 111 bout should Zt mashed W the saint location where a permanent pow
OYIyr Warta The injta pipe dull extend through the embankment at a nun+muin dope at 5
et Nnan Ix designed one of the billowing approaches(ha
lhWr&a:smog
u (hate Protecting (rota pracctirn .bound he provided where the velocity of flue. will taxed
the IlaliTUtUn pCTnt1 WIIIC %Chiefly at the material of the Mini=s}' Imo wbleh discharge mews
r her ifin *utr. to Leup die
Irby require the we al • primp apUli at the Lank, location 01 Othe
b
_
n
a
a
A
-
i
.:
.;gwuaa'tam detention rood will be 101. that(Mnt*m
Wala•Yway !Mitt efaattitgl.
neadtnstallation
Design
The &Nppa pill=s' lin a aeabliient twin meltdca :haw VCps
• IIatn Storage Volume: Nowak a Moire: vohutic ul at dead ?.(100 cubic feet per acre sit tkato.Kc
act To the infant pintileal, undisturbed and a air -.14: alts %WWII be dawned arournt 'aliment
hatl:Pi to pieseat "dean" nawnff from nosing Nuh runcni from disturbed Ores I Of undisturbed arras
L Mur (SitcpUficdMight RTailSts1pratad:=a:topli.`:csidc:ignfa:b 1.:arir.,,i'«
more than 15 Bryn.
a Orilla Plate or River Pipe. Fellow the design ctewris for Full SpMxuuna Ottawa notion in the
FIDI) tact Sheri con.ided m Quota 4 of Mix trauma' for mans of outlet perforations with an
aliptvany time el appncunately 77 hour_ Iii Ilea attic Irish lea, pail Untlritlly stied I'.: - to
2-mehi gnats in from oh the. plate ar turrtaundmg uto met pipe. this pact' will need to he
clamed our frequently. during the comma -non period a salinity accuamfates within ti The
ci Emrrgcacy Splits my: Provide • subdued emergency ovcflkrte spillway tins namosor11s that
Caceed the cap ci:) of the salaam basin *actinic awl i. marl Protect bans cndiwknw'ols (tiara
unlweal WMI °ra1upping. If the Kudrein basin will he tn. oNC in' to a petinMm Kiktentno train
dealhm and clulaun ilr ettiugen :y spliwayts) as required for the pa uuteut facility If the
amh111venl titan, will not IC:mne a p orivancrn detention brook it may be ',bauble to .ul•ull4ie a
)Wavy IMIIysmyl membrane of prom ty bedded tuck CAA C4 to lost the spillway and downstream
crntiankutent depending on the Wight, slope, and width of the embankment%
[
s
9
S
a'
a
a
I my lwif; liC, I¢Dz
t
•
e
II
i
t
aetl
■I
I
'both uQaUW and o(r,,te) that aaauM$ be diverted wound the sediment basin. monk .1 In111111i1o111 of
500Ilnlocr anomie to undeveloped )but sublet Off-Wle Arca in addition to the 3.61)1) II'. lure has
disturbed scat TOM stable, Jet eloped stem that %annul be di% env' mound the wanton Nom,
.wragc uoluam !uplift -m_ - n% arc rumnafwed in (able iii- I
• Satin Geometry: Design basin with a minimum Icngthau•wulih ono of I1 11.:W). If tht%amnia be
a;!iiferd hevtui s of ere spree Cnfl$i 'um,. hsMmS I'M!.
Prot' pa1ck %Yll lard In lit 'vinyl al ad dt'i.rwt'd.d fulluwing , w1Mto't inn ha IRla11n the teen n
for use aM a pcinaiwnl ,ktalilnn bad iii. It tic basin will be recd a, A p atflwwnt extended
detention tutu he the fate, a swab rack will aced to be instilled u1uc contributing dminagr arms
luau bec-il ',tahillin' and that grat el pack and atcu melded sediment have been lambed.
a floathig Skimmer It a )keening .kamniet as timed. install ti using nlatmlaetl/fw's
nx tviuteatel.o.,, llt,.aual,wl SU-1 pro. idea An dluMralwn of a 1-unl:ah Stsnwle: 1-bsaul,F
ill'
"i "l
I
be durance bniwccn
required to comet the efr0.,rc the
inflow pinutisy and the outlet to ntininiart Mori —ore' Ming
Sediment t1u1M
Outlet,". one of the inure vain :tails uscd floating tkmunte oallet% A skiliulct should Ix
designed to release tae design %alwrne in Ilt' k -is than -Nf hours. Tlr uao of a floating skimmer
4 An n -, c'
V
tS ill
m
L't Q't_, 332
C %f an
hl 1%1 Cr -
't N j
ii
i 17
im 4.4
N Z
LI -
.:
I' CO
• 'yam Embankment: II is rtc,ulirttelded thin ,
-L_____.,a - +
—,. _. �.
outlet can macaw the itduntm capture drier ucq of a basin aunt telunc' Marling
calfa akin n: slopes by a• 1 ill.% or flatter and rat r
• Pt) xper
irlskln C'omnl No
(walUtialf% tia,aa, rIW w`I weft: all die oW ease 1r1 Ur paid aunt Ia'k•r<a draw *MCI /i=ll
r *MCI than
an.Iwrgc
than 1.1 ill V a in tray location
&adamant Control YOS
%Witt num a pertained elect pipe .4 pLiit
5#0111Nttilll Mana�CCe91. do -
August :fill 1'lon ihuuW I3agc and Fkw d(unualaW 384Sn-2
I. than Munn Dunnage criteria Manual Vlllon3
I Amu DiAntag. and Fltwd UMW ill Ihauiai %ug al :ol t
(Evan Mont Manley; ( mall Manual Volume 3
!method 211IS I :Ilan Ikauwgu rod Flood Unmet Matta hip-)
Lawn Storm Drainage ('myna Manual Volume )
5144 Urban Drainage and Flood Control tabula Ailing 21113
Urban Storm Itrautage Crams Manual Voliam- t
EROSION CONTROL DETAILS
PUFF 14-0003
WIGAARD SMITH ESTATES
WELD COUNTY. COLORADO
Svdititcnt Bain (SR) SC -7
SC -7 S(•dinlcnt Basin (SB)
Sediment Basin (SB► SC -7
Vehicle I racking Control (VIC') Si14-$
Description
: ,l ea CO ta''1.. INT
-�
-04• CNlat A Coell15r
.— maw TO aVltal ANDUA vL14 i' rD r
ae A 7L10ba.AY CLINT ckul ED Iloril
vflaltM nASas
Vcluck vxkm =suet. u. WC
g e pr
•
- t _
!Y - - .
•'--
-NMM
• - —
w/Mr,1s1+fA >pjr}
ftabnlNed fUlalnu.lral rile at'eep when
„'•"- ^
trot ui-t SANG /Ii1NATION tan 11Aaa1a0 %loco f Nair
/-- �r en
I , 'MOMS cannot
on tA01 a0aiela/, ran soots flaw
nbickes tut the the bolo paved public
I
a —
!• •'.C
haM laClle•t
7p�r CsM
malt
1 TC. 44.
outs Di or On t►,0ttra r r150111}ML. tell KACIIIC PCT tan's /S K
1111Pte
roads dye effective vehicle It 443.1000
-
a... (nudge M
V
CrO•ol
tb:A t elOC
1112 alN1y1 W$44 is it k fCts iG A 1y�1 ilMp C4 lual)(C
(u), tat
t•ngea lei
•J4nW, g:
Cwllnal help, ienwYc sediment (Maud w
Aeon, 'el. Ia•!
D•)
.fit KAfOIY •Ii2RSMY NSI'VINC
dui)
nr'►AP 0,40•
_
j�
a MOWN 0111801444,4 sr n me aclWMS. Ct ScMe icxss.TO SMIIM n W o
balm .elnckn, reducing ng tracking tutu
-
ht
ra-s' i
a i
t
ETTEVIVE Cellt0I10 0:10.1)1104(U INS0111110411 4.03 03111111104 i4CA ACC 9lduia BC
Ids %Cd swAcc
pa
- - j
1
A
7
21
1
OOatlll/1m D•yaOJ$tY.
`; S y�yy�
'
21
11
Ip
ipf
Appropriate Uses
POLE
--�i�L� 1714R�
•{,
^1i.Sr-
4
5
r
6
a. ensiAC flaps not Pia1A, PCNVI 07 MD7itocaYbni locus& BC NTWIO J'01.
tit
.1i
to
the
no
t14:(M)11' cc lit vMarN
1
i
41
i t
'h,
Iltytlnlral • aubtllled euliauutTou
1
Al
,a
'lpT
• Want CCpntsuAtn N W1ai Intl. 44 JRb4D AS Watt TO tole p5.
Of 4`.IIKSi5a TYPICALLY WAN •111a4Nt 0(PM WaDe an: iota (It f10 PUT
cntnnccM vehicle trackingcunwl what
7
:. an,
Si
• 3
ailOs 1)4 SMLitaY MITI
PMaa.•luL VEC-1..1 Blida mums nava W sasaarni •.'i
In:but tit
busy train&
02.00 �t�
10
IA
nt1
lila
flung 'tchrcla calls srwan aim% nut restate• earth waste oadmL
•
.L tiro
PIA
400154
SEDIMEli1.3eautaat
I I
tt
14
,l
/i
A
70 I1
75 5
It
1f
21
n a
141
7
i 14'
i
I
s seDIADit MSM MC TO &NAN F RAtt Vat Tie flee VO!tIlaCD NICA
K ter u7ID Nip 01061 WAN IS 4:121410 pro tic 1.001.004.aA411194CICa
• intl. SILDWIT Goalie Mit rira.On.13 Au 01.11104C0 was sane OE co two
an. tavern. tMEot71 are wato ow onitaaSv rralL:mo 4 4.40415 ►r
Lautrudion lilt one%a paved midway An
effective "chick uaWLng control is
pan.vlaly important during stir, following conditions:
tail A)aQut tIOs
We
I�
•EXCi1P1 tutu na oars man 1'
• Nv'all,a periods ashen mull is easily tracked orlon:
n ,T. e -
'�
rs1(nl. n04 iv to tot cations
Ct Slat BOO SCItS WY H :ISM
lamer ran EISIR •Law nrfiS
>•oeLT urea a Brut vies, "sags
�
SLIM AJNOL'1101S MR At OCLaa! Trgt wall Mat Jp@ 31M1aYm OL rtL.i
• During .ln wp111Cf (.Ted. what- duns( a concern
r
Dig ; Safely.
CALL-rtfl �NC�
ir„ t wtnWNO OATS
YEIJ
7
1-800-922-1987
-800-922-98(
ate •macaw
ant
dill llti ND COLORADO
Or COLORADO
.�-•
`
iCytEDi.7 4.1 1
.'
�'--�
e r
n Wl PIM a a
cORltaT IED, LOCAL Aalrra,IctIONc AS M snot CET* A(ou(D OE uSLD acre
wawa a wow•
a
Whet, poorly drained. clayey nth art' piatrew s,etc
PaC Oh CRATER
-COCOON Or SLIALEM &Via
Of MS's C3Ua\.MW be•II COI NOrtSTAlf%%AO M1d
Although wheel washy are not !squired w design. of %thin le tracking taliml.. try nay be needed al
-ran SnatOMe SISat, OOTTC4/ MTh le MST LOICTh CL. so MX
particularly muddy sacs
--!,1
tap
tMMIVS..O
-f(114 falnhTA1(arlp Whet Yf CQ6IWCMW 4r1aaMWl tq, MINN d a®al
•
—
--
�
,
It! WING Screw .r'vair w swore or Moons N leas NSW* sill Ban Wi!
Design installation
f
tf
MEW! a
and
._ _DODO
iv
J
a. FOR St�ap�pp haft. ACTION 0tl011524 NAY O galas M (OC as 'Mao oar„
0=-1' a1PMP
•- fACAvanW ran )- (� TARE /
K NOT p1Qy1�
(4.111411A.1 the lebuclG trxkmg control Ml Y 14%w' YCG Whine rrlfribft, yruk tic trucking a.x,nnl
FO AL
s(O i1EG
so- T, HARE . SUS•'C• -•
tuwanit the ecusVuetwxi site to redux oft -site runoff Place apawge, a needed. to direct construction
VOL rl - +2,
�/�
$ECTRN A
3. C1larfalT not 9wt is argTfLtEL Mx to MY otrtA ,aMO-Si15ttNINr: ,,el7nir
OW )stmt Da On 40•/41 All AS a traNaatrtn t Bunn.
t.ru UI We EN! or tom. (SUSIe IWrlr • P
%chucla w Ur dell )sup flit thievish ilia vehick tacking ciwfn4 Theme arc to rat damn' was of
Y3W g )1't•
stabilzedhnsfllti<w CnbillcClowlahny
l taN4NINMT salerar c044:00 a
t l suer( •A u,t
d t•4C1Cs3 coON C c Meath Nation 1 NC)a anu
et t • fps,
o'w v
i 33k02
yt 0 1
71Lti 10/Cb/111,.
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1t1-rrOERA•.WOO
2.
L34311 tLIL(N
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p(Inp,s iv IIDU4T PeaA.C 1st ae3 2D0 WTI
YTI .•- I. Aggregate Vehicle Tracks Control Ibis a a .,uric -a c etc soda. al fad 'Sadao,, � a
taAt[A/w
o.
At 011111
a L IOtOT,aNX*t Situ. OE COS'tCI D TO A! LEAST IS Koala of IMIMWun
arorpn1Q Tint ACM 0th
ocuteSilk. (his the torn comment vehicle nlCkmg CIK1110i 441 when piugaCily Olaf flWuct 1.1t1 be
elkhtiLe et stwoc'mg aalincul foal ethic inn
r
1
004111'( IN
.
• ..YrC•2,
•a sot titN a t01 StrQiA t7wi fit WILD.
7. 114 aatUaS *Cow Co n6e SKITS 1LATM1 TO Varese lmeEYt Saw's)
Vehicle Tracking Control with CaiWroc/11w Mot or Turf at1a11Ntienret Mal rho type of
cutout nay Ile appl'praatc (w site •. en Al very jiull aoostnaYlwl Pico with low lutlic wham 41n
mu ausiont Mill tits MY. 11 ra s III cn ntrcCnau DnfllarlGl rOa
aramma lit ', ' ( -t1Ct:aG natal, t3.'TUCT, an* a TI_ZT Pat1C.-nnrl 0374-2 rte
• egelmal ucw 't 'though this anphuulai don MA nT4tally remote sediment Rom vtha•Iq, d heath
I•i T'AL 1=LAN
/
fate t ate NO Nat Mt]t SOdela sir tELatl1 100 Dana • FAS
'Voce% euaing Ycgctainnl WW rrnvidts a stabilised atualttt _
f- n!c-o' aRrrNt `MI L
Min tea' is
S chick Tracking Control
n: S GNE0 BY:AC
f)aAYM Be: C'C
C-' C[F ) AY: C(C
intuit,'
1-.nmun l tatrot
Sediment l wool
Moderate
Yes
PZOJEC~ Val.
ol-o3�s.00i.00
Siw:bletntupManagt,tlsall _
Yes
')0C CON p
0019—GESC DTL
vo;•:•.. ',. %Baal nanug.• and Hood Gvunul District 46• l
I Amp 'Cumin Dilutive l'nkria Manual Volume 1
snob I Irbmt Drainage and Float rotund Nano Angira 2013
Urban Storni Drauuge Criteria MaruJ Whiffle 3
:Aupad 2013 luau lhalitagc anal Fluid Corurol Dewitt tin•'
Liam Storm Ihaittar, Cnlaru Mantua Volume 3
Psounitir NI to 1 %iban nruniagc sal Float Control \linnet VTC-1
I "ban warm Damage ( rtitnl Manual Volume 1
SHEE T
-1.9.. _OF _ 20
5021722 Pages: 36 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County CO
Iii EIP'efF.IN riii II III
SNI-4 Vehicle Tracking Control (VTC)
Vehicle Tracking Control (VTC) SM-4
SM-4 Vehicle Tracking Control (VTC)
Stabilized Staging Area (SSA) SM-b
127 5T ON, DENVER 62'
tT. LUPCo 8062'
www.wesierneel.corn
emollUollOweeterneci, com
(720) 685-995'
FAX (720) 294-1330
twiny Consultants, Inc LLC
VI(. -3. Sat its cd ('instruction EatnucsV th nth Wheel Hank Ihts n All agitregalo pal, sondes
.
Description
to %1'('• I. but include. Cspnp..Rmn Cur on: waabn g- T)w w1RYi w ash equipment flU) be AA ample a,
bawd held to
pow' wnshu,LC Nommen' MOM ads &WC 1r.1. ictary sy smite When a venal wadi n
`QCt���[��_T���rrr'''
V T
A swing ;Arm u a:kntly
nnwided. R a unponatU N dart\I wash w tiler to a midtown' trap lull/ W Ilse! age Irmo the ant
Irate iA : rf.arft�A falllla 1 i.tt >, t4 Als20. r61b
subdued
decapute l
1 leb. i 4N MW ROI
nitro wisest coltstni.tiou
equipment And sriw:lri. ruw:Fgnlcs, wade-tt
..
.
Vvbwir Uat Waog npols are a.wiwumcs mslsllN .- n 'rnibinnuun with a sad,menl top to Inca ninon
•tAr.AlCN Os CTir itiruc ea urtiesa ttfa)/Lugal
tons. And other eanwnwi.rrrelalaf
• - •.
Maintenance and Removal
7° mar
Gat K
In r tCAAar
WARNS
T+++ Of CDaftRUOTaON lriTRANafC.'t107a(U (NmN/at,tpus smutas
CONSTRUCTS sir; On WWIma4:,als
an natal. trite eWltraet.r
'Alice stmt may also be locates in this
_
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+''
Ios(KY t tilt Jlce ha degradation and
AN
a. eatIlarCMIaI two CO fibs 1 U ro'.Cal taco Ci. (wrwMa(s MCCRAYTO it
ran ON 1040N1 talaNnesa •tSC woo OWN A atjA TO A Ial1RM%
au [tent -ailing on doe Ore of ll,e
- � .t
. _
r Trwy� ,
!agitate aggregate or material used lot a
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- —
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WM sits)
TIM Its M 11reC *CURS
cunhintYion tile. more than on .tam
area inlay be necee•o)
,
stabilized catrancc.nsi unveiled It Inc
arm heaven eiwlg);al old po'r't resets
armrrsohe and eda doand ponds
ds'A:O'tn
replace mutual with 1 teeth say:: or
- . ^
I
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l -
ISSOIN F
POO ttattfaCt
OR OIItR TUO• - ,
.::... •
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i A libOatXD COl67krC1WN Dintsfa/DuT Swat a 'ACTED as au ACC[fa PONT0
,ate *Ilan ACME Tit CONSTRUCTION �{E fTtaau ram Pea
�� c • /n'l1AN.i R11n Stott ht rant= grill l0 an WCrt.
I
Appropriate Uses
- .•'~w'•
_ '
'
• . P. r •/'r.•
S•Lh�I CdN[I'w.Ynm u4N will requite a
wigging I ya �'
I•lr�
.e.•.•.P..
With tr vehicle tracking Conti
aFiiDl'Ot alt tea
-
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r a •y/
•-• • • . • - y.
s .. ♦ , !.. •
I a inta_gsps CtAltnmRi Oa fiver K RACED uA1O1 tie ftaisiLm
coarfaxtCli t•t11YWCFiElm SR,rrf to TM atACDJYI Or ROCK
1 ivaht$X.•1 I r• Yeanha aetlwitaeL'.
area -WIN which
Pdraw be Mar tam* .wg,a/, p
ifcslgrrccJmSWMI•dra*artga ThCluyuui we,e+�u�t*l+�tr.awonuwr.nw��son.rtwlt.
designated
coot*
rnwnr i. Al and Ileitis seism this trim Ili\
_
• •
A mash UtltllrOSL 1ttiONTO Yr t.00A Aist*DeChu t. NOCK ITS SOAP CO OUT
of dw Miring acne 11ray I. my lependingt on
�l
• • •
S. DOT:
71:1:7 1ru1 AAS sIO 13 cuwiw. taut f*II isle' Wasted OOda.
the type of cohsnn -min activity Staging ats�a.. in ruaJways doc b *We constraints MMQuh:.
Rai min the publk nglht.if•way
s-
•_•.,.., ♦'/•', • f •
'-:; ♦ ,
We sup enolina-gQi rarRtia'rniaf
�iuucazcd
sptud euea tutee lo Mani masarteds beans *mailed iron \firm inlet,.
Rant,.c sediment dot Is tracked unto the
{whin right of why daily or mute
Facoa.nlimenrM
ale nrdway irldlealts that the(
itabilwd c nal:Whin entrance nerdstNw$
-
•
_•
SMUG
•asfinedal.
unaSl OtKl�l' 9KCOED
eAC� :t7bfOCt�Gn. UQ
COOT SCtT. /TO3, AAtSNW N
a nuC 04 C
ROCa
.rata
NS
imMIL A I. artitICI X01 tit Ps 1 PROCNE. NOT a. cite FCn0CLt R WNAS b�OR Ad
aOf>tit {M10 Aa,aAt5 ante r rqulril RouorYq A snrRY twit 'sett' SSAaACi
CIO5 MC alf(bate Rtt[SSa*r awxlpvtCEIR
2- #wUjo t aliti stdra am ls*tltaM t ARC •EOCAtrrr tD IARMIAW lists na
Design and Installation
Stnbitua) utg711g a1CA. tttitllat h ixmipkab lmn . to who c.tl.inlemmil at vnwe begmintg inn die sits
Malta
AnfaNtt testa y.sAwaa pal +ua elect'sots
Lawn* ect�R trio COph<la w talte.4 MC OCMECT t YYsatarl broth S(laoan.
component. of a stabilized suging arcs irwludc►'tir•L
-
A
i;
„
a
r<
6
i s
Mau wain. of loin <att.
Ernie,:trio',3 near diteh.•y ii IFr
entrance/etaall's tannin :cwt
A arabllao d anr]OCc ihuold he removed only when there to no IongcT the potential lot vehicle lraet:ng to
It.IC Zhu O I)pneatly idler tar .tie ha, boon scahib:ad
`t10/.. TWOS COSat)OdMMtCQ
gram' SOIL Ago NOOK
SLIM wstnata reran to Lea
WSDRt. ICON tai W7)t AMIIbCTat uSC COOT UCT flu MSITO
� fa K IGOitiarE•
MOAOUGr1lr
ID a/tw(D Uri*
S. Nita iris .a 4,4.0,FID. leAW UM tl(11KS3[M SSQa
OtlfC4INr d tat IAIctR
4. Kra Ilea. ft MUFFIN]) OR Rte aaD AS i*CEtaaar CO nit %a=
tanper/rlC To *nil ► Lt7allalTCH1 DeniN.
•
•
Appaloosa iptee to cutain .lunge and preside for I.aJinylueilruUnt ups -tannin, as w cis As paten
II ncc.7sary
• A .talulizet sllrL:icc, either payed or covered_ with 3 -inch diameter aggregate of 'ages
Pcnnatler wwr�ll. such as tilt knee. sediment lop. as whet nraat.tm
F
v
suit
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e
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What Wheel Walt equipment is used. he .0 t that die N:1th 1Vaict Ir disc 11W W a sediment trap prior 10
i Mar t' (is)
-Iat
A 9J .NI rw1.LA anti Paito 4w' es to it moo rillaaaaasr tot. LW .lea
Ai MC ft0 a tit GAY RY 71 IMlit, 09 Ili2Mu0. SASS! tar "DI tie iUlnO
00RY MORN SOCA f /L
• Co n}Inietimi Taming to 'Navin 'nutted rad a cca to construction saw let lab
gad
4i crew a Mho t -I channels i.•wte,1u' Incwnwr turn Mc watlt ,ins In Inciud,nwif nap and
X' labia P
, *� Y-
�m�-'�=�1�
' • ' ' !
i11M>r1L7lONS moat MO li1►A.S nut titer MN IRa'J Sr'�-yma OrQtl1.
L
subdue areas that may be chid itlg
W hen a , ,uau aclIa, cntrancc'Rut is 'rnr,stdf, excess sediment trtitn Inc aggregate should he rims/% ed
-
�' -
FION-Wtn Otertamt:
FMK
yya��p�p �1wwY
CCW5inl W*( =it .aver CTIOl a at TO meat .bra sliOttn Ac tie Y• Kat
cs stiniat a Wan
Inlets OaTTat an at m.:. naaa .et .tau a anwes
• {•n'''ests Mr (ModI uw.tk eittne p.-aatec relate to :tuks woe enrage and dt.powd, in demenba7 to
theGood IMoseUdcpi,g'felt Fact Sheet
disposal of *palmately the cuttarn.e Itu.ukt be pt.anptly smb,iurcd with a ncrenancat statue
WlfaCtiD > E
SECTION A
•
A aubillad r'us't■U'u ,,ntnnav east. as .ks,:rlted m Inc �'ehwle [lacking ('uauul LIMP Fact Sheet.ina...w.ny
temwannl. lypluilll bf pa.syt
to a&tO00sma s4- traffic a.Nn: used with material delivery and waste disposal e.•h;eks
Ova -along the stabilized staging un may tesuh us disturbance of eautirye testi:Wi n w ditto tit that
respired tot lit proit.a. Hen maws cods.. a we Ll in
/
"
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1v1 wA 9 iVI--
11.:5-Kt .
COP•AL: • 5,-i 4Rv W GM'
2273 S.Nw2SE TRAIL
dU �u i " . Al 86442
VTC —1, AGGREGAl E_VE$IGI•L TRAGt9NG CQNTROL
rcqurrancnts for longterm, nabilnrabou fol)owugg tae statwud Svc
nin.lrolln)n pond When designing the swhilund *wens net ...-s e e s -.—..-.._sees. _
minimize the Mea of ihsturhaace to the 4-Wrn periled r �
Ana
w. �.i r.
I.rnsltm (oni1OI
Sdhuria Control
Sale Material
Yes
Moderate
)'es
s It •2 Urban Ihmutige and Flaad Cow ul District Novcuter 11710
Urban Storm Drainage (.nteria Manual Voltam 3
hiusemir; 2010 I Mau'hanagc and Flood <Lrnuil Ih.uia S -lac' -1
titan ?Mum Wattage ( Mau Manual t ohmic 3
VI(' -6 I. -tiro lkau.gc and Flood C'onuul Di.uia N,ncinher 2010
Urlun Shall LhauasC Cram* Manual 1 otn)e 1
Nos et 2010 1; dun D;saago and Fkwd Lanny' Ursula SSA- l
I.;rhtn stern Dranllgc ( nit-na Manual l .dame 1
EROSION CONTROL DETAILS
PUDF 14-0003
WIGAARD SMITH ESTATES
WELD COUNTY. COLORADO
SN1-6 Stabilized Staging Area (SSA)
Stabilized Staging Area (SSA) SM-6
S11 -b Stabilised Staging Area (SSA)
Ntul•nhlaq I leas.- eta' VwNll,atlnu N.v1Ylt.•mrul•
��
:. _-� _. G
zs
• I -glue af.,ue putmg ems remit .,Mile xcee• to the Mu.
•
I.
. -
�
d
' alw•c
'�
•
SSfi
ITSi3Csblolll2 Rau Maus ' ,*
• Lae in lien raging slat be dtslutncd
,
Its
rho
cortunlcutm ISWe n(lock whim is mounted m an arcs will col
3
_
I a
a vast.a.,) %faGaC MtU *Vest Taal) r NaltI1RT 10 CONIN. 1•NOtf.
'tAc•waea.
hernia)
I•
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S
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Vasa_ tow .:i.aaac/.'Ja0.4 OroNnacl
4 It visual) $1141 0,4 WA vwl Re AMMO Al at ENO a CONSTRUCTION Tit.
(MaltlCz 4r of a contained and fit maYa ILIA ual tgoiptta:tw Ihal do nu rt>)utrc a
\
00aT2
MaaLM WIn11I Sias li IsyrfED OR. Y a W MO iT tit IOW MlaltCnn..
,talYttred What
• ' Weems.:taeWeems.:1
OCCRIS
Aft' Actgss \
l
-
Z
C
Ntti pie etc, AND tit ARCA AWNS aM et7Pactt. WELD SO MULmem CO
0ntllau Cisu a N A IWat, an h C.t a &OAiaaOCTlal
•,.1-n Obtain; us rgulpsxtrut lu aso1J JntULwNa14x' so an ilea mill not tai
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tango
1I
I
F
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-
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se la
aans.m SLAW
blJgj(,, WEE! N. stafftelt MOW 114 teNs1tU0 iL Of CONCRCTL aS GNA•*Jthl
SOMA.\ r0R !TAalbb STAOM TWO MX TO piMta.fl7 SATN N( • ISIS AMMO i Or
'Aa!AI[aa IN ad Na( RfCYUW Waif Scl Adie D
pOtRSihRJCtYtN
Epy�, usA•atOC itta KS at 0I1M?: SA Dirt MN tflCO $UAlD TC MSS
lee Detail SSA -1 Ax • r11n.a1 .taMliuvl .tnClna Ilea and SSA-: Im a stabilizedMaCu,e otu when
CU SS
a e f
�T�
CdtftRa alit sOCN, JLMtlpC a AS r0 ma), Ma 1Mputn 0a team Wet)
fi r4'f IAL} sWguitt in midways. ,/ regal/TJ.
TO SC- 3)
I
N ernst an NOtR!
JIB•—•
6 Pig
lilt ASCE ON COMMUCrga.
,e waver assn sta.•,iwse all .agar a tote..
Maintenance and Removal
�__-•-__•__.
-r
rerCMC AS NUM
Cron al+,o,
Sitawmauce of &lanali:al staging wets wJufes TUAlOLvaris a sable surface toter of gravel, repttuwg
__-_
testae; tc+t»As
SSA -1 S1kialli ErD STAGING AREA
.
pennkter controls, led following good hums:keeping prat uses
Utica) OAS'MA 'Marl stook _linty
I•Vhal COMMAinm to cnanpldc, debt. unused tinckphk. and nwtenal, should he recycled or properly
dispomina us ed. In na e.• chit will rcyw'''r1e�,d,spnnl of.s.ntamlaut:d soil hum equipment leaks in an
*prostitute landfill staging are. mould then be pe'rriwnendf subllacd MUG seretul.n Of other swum
stole pinmal for the lied elopmeni
n rut v
SCE
_�� a ORS MttAta.
-aeltna('T0N fiat /(lest wcArai Ma Alta ammo WA Nth NAINCr 1.
ACM 1,4 LOCAL •AINaQOTQe
2. flea StaG AMA WWI a APr•OPRIMI. :at tot mpg a tit Sit
ONLQLa flirt IN s 1Alt a AMA M ft•Ilu7f tolleiC C mule tai..
I Vim:i ; as ARRA. f£ if•suu',fi RICA Mt Iftl; Cyan ui(L ON IS: T4.7.•1-800-922-1987
a h4 HlaUn) %Tat WA INat). COINS* Its • silo 1• Tune OlanJua
Digs Safely.
CALL UNCC
Item' WORKING Mrs
f,tFS Kai DC.p 7
or tar saatriCAntr.
_r 1 CCAO'Ua7
Wb'4wL
Stable ores W(r f CO Sr LAOS JuNdli ts• ODOR SNRs ODNSST Or MY
MT /IO3, MIMO N 00441* 4CORCSOE earplug) Hoot.
S. KOfuw 'grata was kp M a%atluD rGutsC war NOT LStW TO SO
TORY NO 0067RCTiaa 'Dec
SIOLIZGLANOTILSSOINItaillIII3
FO AL
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i 3.3802
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tZ• •.. a. ..••
n
1 4Ywm y/► tam /Dann. /*A a€, RS a 0/rY7ft[ OIC OK
CSON
MNtT[,4 (E ) Sutra Wits 1[ OUlS)ft. NT C ACTM. ast414 aa/h AS SOON AK
Mal (AND AstaaYS IBCU 1• MOIRES) FOLACI Rot A VOW DWI CASA SOWACE
1ROSOW, Arty Ppa OINI n(OE9fNfr aasnAOvert.
a. Ila'iOwtNt pr3UAvsiaNS MC IIMITL act Oa IEOtallalfr TO siamTrat NIPS et
mi ray( nor anew r1Ytarpa a*rn nvsa Mr enaaef %S *mist ASAP} Me
OrtnALsttL DOSCHA
S. awn. Mgr. nAst VMfD, 1lvaA Is cfRACOe).T SAIQtO et ntNrtt WON
COCOS OF nit OARS'
R. KS Su. RE 1tMT1ZU P tA,anaaO AS •L:tStaln or Kul Is acts of
AROR.s c 110•AOe Uca , Om,Ost-a
N T AL -LAN
MAGNF) AY: pc
DRAWN BY: C7C
C- C<r 7 AY: CrC
Pa.20JEC' NO.
01-0375.001.00
'HOC CON N
0020-GESC On
SSA•: I7itau !hotutie end Flout Cannot D,anea Nun ember 7010
Whim Saunas Manage Cntaw Manual Volume 1
November 2010 Urtun Mather out Flood C.tnn71 District SSA -I
(Man Stwna Usninagt Canna Manual Volume 3
SSA 4 l4hais lham.ge awl FII•d C!nurul Dialrict Nocembct 21110
t!bnn Scorn, Ihutag.l:,ilcne Manual Volute T
S EE
_aQ OF _20
5021722 Pages: 37 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder; Weld County CO
III liiiiratiTY g Ill III
5019142 Papas 1 of 3
03:17'208 04 3h Pit R %era aa).tbe
iu rit'4 i If ,
PUDF14-0003
WIGAARD SMITH ESTATES
BEING A SUBDIVISION OF LOT t'B", RECORDED EXEMPTION NO. 1475-28-1 RECX16-O185
SITUATE IN THE NORTH 1/2 OF THE NE QUARTER OF SECTION 28, TOWNSHIP 1 NORTH, RANGE 64 WEST OF THE 6TH P.M.,
COUNTY OF WELD, STATE OF COLORADO
PKUPLRIY DESCRIPTION
A parvei of laud Innate in the North One-half I IC) of the Northeast Quaricr of Section Iwentytlghl (2$ t.
I uwnsh'p One Ninth (I'.I N.). Range Slaty -four Wed IIC64W.) of the Sixth 1 -Stumped Mcndlan 56th P 1( )
i -minty of Weld, Suite of Colorado, and being more pot; ulatly desaibed as littows.
Lot B. Retailed Exemption No 1475-2$-1 RFC!(I6.01115. as tom:do t January 12. 2022, as R«epuwt
Numbed 4793574 of the records of the Wahl County Clerk and Records. Catty of Weld, State of Colorado
Said pates( amai na 2,029,758 Square Feet or 46-597 Acre. inure or leas by this survey.
PROPERTY OWNERS CERTIFICATE
We 111, Ilac wdcrsigied, being the .wok .nteneata) nu tee of the above dcscnbcd lm perty, do hereby ►uAhvidc the
property as laid out in this plat. and dedicate all casements descnbe4 and o.rdepicted berm fur the knell' of
Weld Counts and the tie uwlnat of any Let or panel ctcaed by the plat.
Clamber - Wigaard Smith Estates LLP. a Colorado Unused liability Partnership
NOTARIAL CERTIFICATES
STATE OF COLORADO)
('(MINTY OF WFLT)1
The tramming ursuwnen w'a, acknowledged before nee by )i.. k .`-. Finn .e -en; Eat. as
fl(utrollf a� the. ,,;•'day of
W itneu my Hand sod Official Sad. coninLL/l
1 41
GYfiOEdLelljLDFS / As E v ,(J MS It /, /)
I •Y':n rL1f. 20a.4
iii!.ittt4 K(11i r "i
NOTARY P LIBLs.
sT/':TC OF ^`i_C^'t: i
r(OTAW it) Ifil ie'Cji74t4
rt ClId1N Slit?; IS>LSE4 Stmt 29 ?475
1
Menem my hand and seal this '-3"" day oftla cl) , 20 c45
NOi'ARIAI. CERTIFICATE
STATE OF COLORADO;
COUNTY OF WEIR)
The foregoing instrument win asknowlodgcd before me by i .t _ ri cane , _ lb
Ida, (_)!(2: tali= thus 044:T-* day nt ) r•:.js _. zoa.4r
Wetness my Hand and Official Seal.
My cammsaaa expires: t c cJ ri d 5 .
!ir;Ale al fat
SFhTt
Nei TAr'T le) 2t,' )4; 2i , i4
hY C}9s4*$tt '.: l .d'.. . , ter, 1R'
DEPARTMENT OF PLANNING SFRVIt:PS-ADMLNISTRATIVI: REVIEW CERTIFICATE OF APPROVAL:
Thu run Final Plat
NOTARIAL R(RTTF ICATE
:cpuxl and appuvcd by the Ucparuncnt id Maiming Services fir filing.
of Planning Sen ices
STATE Of COWItedX))
O
COUNTY OF WELD)
The foregoing ,ustrun nl was acluwwledgel befnc me by Cl2UInilgye a,
DPIsew the i► whey of nit& 20.29
Witness my l lad and Official Seal,�..
My omintissstnt expires: Yl610
TITLE COMMITMENT NOTE.
PRISTINE RA 451.2.1*
NOTARY P:A LK
SPATE OF COLORADO
NOTARY 1D 20124034827
ton Crania& MPe1E8 and OS )Y:
For all information regarding easement). nghu•of-way and ink of rce.'rtla, Majestic Sunrymg, LLC relied
upon Title Commitment Number FCIF:5214. 49. dated December 2, 2024. as prepared by Land Title
i inuaranfee Company to delineate the aforesaid information. This survey does out eon..iuwtt a title search by
Simone Swmcying, L11. W dotnmme ownership W easement 9f mooed
MIRVFYOR'S CERTIFICATE
I. Sieve A. Synng. a Licensed Profewtonal Land Survcyur in the Srato of Colorado do hereby certify teat to
,:ausey represented by this plat was made under my personal taipervnion, and that due plat u au al:Curate
:cprdolution thereof I ruttier comfy that the MUST) and thus plat Loathes with all applicable tuna,
Ivgulatuw and laws of the State of Colorado, State Bernd of Reparation for Profesaunal Engineer. aid
t'rotavowl I. and Survey'ss and Weld County.
Steve A Sy ring - On Behalf of Majestic Surveying. -IA'
Culuraob Lei:eased Professional Land Sunman a)$469
WEL() Cf)T%NTE NOTES
A This Final Plat. Wigganl Smith EuaGc Planked I urt Dvvclopneot (P1 Tit Final Plait is foe eight (S):vedsnual lots with Fuse Zone duct along with
four (4) usaltus (Outlet A tar a central water system appurtenance. & duinbwltm and ctnvq encv accede; Oudot H Inn an coning gas *Chi production
(agility: Outlet C tar tin Entry Sign, and Oudut D Ca a Sebuol Has Shelter and Mailbox Kiosk). 'Department ul Plaluunp Services;
B Approval of this plan may et rate a veiled property right pursuant to Section 23-N-10 of the Weld County Code (l)epannicnt of Planning Serxei)
(' The Open Spice tots art non -buildable for residential stnwiwea or structwes providing habitable apace. (Ikparnncttt or Planning Services)
D 11w PIJD is to be served by well permit numbed 71tOO7-le the annual amount of withdrawal ii. I37 i aete lett pet year fir a nuslmuo' of LW years
(Department of Planning Son -ices)
E. Atljucau to the properly shown on the plot is The Wild Animal Sanctuary and there is an Agrcencm tin Pt U) Subdivision Condmons dated
September 26. 2013 and recorded on November 22. 2010 under rccepuou number 37)3961, which atata venous conditions to which the owners art
the Pt la Subdivision will be subject I lieparvnrnt at Planning Series)
F. This subdivision is rural Weld County ant is nut served by . municipal sanitary sewer syuent Sewage dupcnal shall be by septic systems dcaignot
in aerxd4race with the rvgulaumv. of the (Warmly) lkpaemew or Pnhlpe Health and 1'm•mninent, W'et:r Quality Control Lhvnmi' and the Weld
County; rook do cfio.:t ai the time of ismatruction. mina. tepL,eetnmsl m nntulicauo+ art the a:akin (Depnnn'ene of Public Itorah and Fnvnnxuunn)
d. During development of the site, all land distuit'ard:u shall be conducted to that utaaance eonditnme arc not snared If dint miasmas create nuisance
condnneaw, at the mimeo of the Weld County Demounait of Public health and Envuvsnnenc. a Fugiuse Date (.'untiol Plan 11151 k sdlmitted
ilkpuniWn of Public Health and Envuo nmenii
H In accordance ance with the Regulations of the ('olo sal, Air Quality Control Commission, any development that disturbs more that: Inc IS) acres of land
inttwt nnrogtaau all avaitahle and practical method% thin sic lrcln:loglaully feasible ,ual economically reasonable in orate in mmimtze shut
entwuxa (Ikparunent v( Public Health and Erna omelet ,
I. It land development .rcAte3 wore than a 25 -acre cuurlgut'w, daahubancc, of cXc_cda UN (6) Itturith.% Un duiatmt. lt:t responsible patty .hall prepare a
Fugsbve Dual Coruna Plat, submit an Au Pollution Emissions Notice, and apply for u Penult (gum the Colorado Department at Public Health and
Environment (Department of Public Health and Enamels na1G
T. A storinwater discharge panto may be 'opined tot a developncnVrcdesefnptnentwnswactirni silt what a contiguous ar non•contngunus land
danrulhaocc a greater than or equal to one acre in area. Contact the Water Quality Control fhvssroo Ot the Colorado Department of Public Health and
One Enviaonnen at wow cdphe rate Ca osavo/Permitellnit for more mfumuatiuu (Ih•(nnnizut at Public Health and Envirunmeni)
K. Weld County's Right to Faro Statement, as pun -idol in Appendix 22-E of the Weld County Cidk, shall he recagnszcd at all timed (I%. partment of
Ptamur% Services)
L Activities such as landscaping fieplanting vt trees and aurubs) tad consaucLun (t.eauxiliary structures. din ruuwsds, at 1 activities are expttaaly
prohibited in the designated absorption field tact. (Ucpartrucnt of Public Health and Lovnorm cat)
M. Tntenectunt slgtt distance triangle. at development entra'n:.-s will be reyuin:d. All landscaping within :he nmangle% moat he his then 3 5 fed in height
a maturity ilkpartment of Public Woeki)
N. Should noxious wctd. cost on the property or becninc established as a rerun of the proposed develttptnnnn. We apphcanh:tanhhwner shall he
resporuubk for tontrollins the not IOUs weed', pursuant to (Tapia 1$, anistc-s t and II, of the Weld Cwuny Code. (Tk(wrunau of Public Worts)
0 The histwtul flow pattern and tuned) ammowa4 will be ranmauted on the ve (Department of Planning ScrstwrEngnneerl
P. WeldComity a not respo,wible for the lnainta';KY nl utwite db'wuaige:elated features (Department u(Plaauul. Scrvn:ea-Engineer)
Q All signs, including entrance signs, shall rcyuut building permits Signs shall adhere to the apposed Sip flan tfkpattnettt of Planning
Sets -Wet' Engineer)
R Intonation of entities shall comply wpm Section 24-9.10 of the Wcld ( nun*, Cock and iequirenncnts of the +cn,co pruv'deni tlkpartancnt of
Chummy Secs itcy
S A huiltb i permit will be required, for any new construction or set up nrauutucrwed slim:tun', per Saigon 2_9.3.10 of the Weld County Code. A
building permit application must be completed and adnmttai Bulth us -s and am -two' skull conform in the requirements of :he %anew codes adupted
a the tine of perms app1ieauon Currently the following ha% been adopted by Weld (o -pinta.' 2006 International Resuktura! Building (ode, 2012
Intrrnwunal Energy Code. 2000 International :MI National Electrical Cal, and (lifter N at the Weld County (Teak A plan wview shall be
approved and a permit must be issued plot to the start of cattalos -time (Ihpwtn.an of Building Inspection)
T. A Flrc thstna Notificanoiin Idle, shall he cubnntted uo the Fite °nuro with junsdictunn for review and ctntmrenta and submpnevd with Building Permit
applacauun to Weld County (Department of Building hapceutm)
U. Bulladink permits shall be obtained prior to grading is the ensuuctiun of any building or 'mature Budding paontos arc also requited fa signs and
structures, such s bus %hitter, if presided lDc(wmncnl of Building I.nspceiuoirl
V the properly mood shall be responsible for complying with the Perlin mancc Standards of Chapter IL Articki II and VIII, nt the Weld County Code
(Ileptrtmeu of Planning Servicesl
W. Weld County iepreseutauvca trim; Drentnetts of Public Works, Public Health .uul Fnvuunnarnt, and Planning Services shall be ranted aaexs antia
the property n My lame in voter to tannic the activities earned out one the property comply with ilw Ikvelomnwn Standards stated loran
and all applicable Weld County regulations tfepartment of Planning Siamese)
N The vie shall maintain compliance at all times with the. requiremenu of the Weld County Uepartmeuu of Public Works. Public Health and
env'terunent and Planning Se vice:J. and adopted Weld County Code and pohc:ea iDgnnntan of Planning Services)
Z The epergne, shall comply with all applucahk mks and regulaussns of the Stale and Fcdenl agent's. and Inc Weld I. minty Code. IUepwnnunt of
Public Health and hw'mnmcntl
AA. The PUD Fatal Plan shall amply with all regulations and rcqup'eneuts of Chapter 77 id the Weld County Code (Depumem of Manning
Servicdl
AB. Weld County is one of the mead piuducuse aancuhursl council us the United States, typically ranking in the ton ten culmtset in the cuunuy in
total market value of agncultwal puducu sold The rural mesa of Weld County may be open and spacious. but they arc nntenuvcly used fu
agnwltwe. tenons moving into a teal Area must re:optic and accept there me drawbacks. nu:hudrng conflicts wide long-standing agricultural
practices and a :own Intl of tetvura than in town Along with die drawbacks comic the iluesutes whin attract urban dwellcrx ha scheme to natal
arcs open atosa. apacvaana.. wildlife, lack of sty noise nod Lungctim., and the rural atenswphrie and wary ut lire Without neighboring tarns.
thane features winch attract urban dwellers to rural Weld County would quickly be gone foresee
Agnculaurul uses of the land should nut tic expected to change their long-eatahlishetl sgnldtural practices w accummurdatc the wtrusrunu of urban
users two a rural anca. Well -run agricultural activities will generale off -site impacts, including noise twin Cation and equipment; ilow•nmvwg farm
ebtcka on rural mods, dun trim animal pans, field wink, harvest and gravel roads, odor trot: animal confinement, silage and nancwt; suu►e hurt
ditch Miming, Ones and mygwWcs, hunting sad trapping activities, sho dung spots. legal hating art nuisance wildhte.; and the use of pesticides and
IernMnre% in the field., nelultttj; the use of wuudl aptaying, It is criminals puctice fro agricultural ptnluccr' to cookie an a:cumulati n of agricultural
machuwy and rupplecs in assist in thins agricultural o perato n.. A concentration ni niiwella'xouv agricultural materials often produces a timid
dus(raeity between rut s1 and urban areas of the County. Section 3$-i_5-LU?, C R S., frrnvpda that errs agricultural uperatiun shall nut he found to be a
public or private nuisance e: the agncid'ural operation atis t alleged Cr' be a outdone employ. methods Of pea: Ka that art t(amnonly or ttaaossably
associated with agricultural pemluction.
Water has been, and continues to be. the lifeline for the agricultural eonumwuty. It is uurealtsne to mammy that ditthec and tesenous may %unply be
need "out of the way' of residential developiwne When um%ing to the ( mot). popaty owilens and ietadaia attar ,eapzc they cannot take water
front ungatwn ditches, lakes or other xrurtures unless they have an attendpcated right to the wain
Weld County cevas a laud area of appnnintnauly tour thutiesod 0.0001 square miles in sire (twist the sire of the Stare of Delaware) with mine than
duce thousand seven hundred 43,7001 milts of state and County toads out.udc of ouuuctpaluties The spar magnitude of the eta w be senvul attaches
available resources I-aw enfaxcaneno is hated on responses to complaint% mole than on patrols of the County. and the distances which must hhe
traveled may delay all emergency response., pncludwg law enforcement. ambulance and file. Fire istmecS a is usually provided by sullmtetn who
must leave then robs and families II) respond to erneigencies. County gravel loath. no matter how total they are bladed, will not provide the same
kind of surface expected bump a paved road Snow removal pntmtxs mean thal roads from tuhdnnuou% t41 aractials may not be cleared for several
days after a major uuw.ottn Service+ in rural aurae. m nuns cries, will not br equisatent to municipal tomes Rural dwellers mot. by naeanrty.
be more selt•sulftciz'tu than urban dweller.
People arc enpeacd w daimon hazard, to the County than in an urban w suburban setting. Farm equipment am! ml field equipment. ponds am!
=gamin ditches, electrical power for pampa and cerlla pivot operations, high-speed traffic, sand has, puncture vices. territorial tam dogs and
livestock and open burning meson cal ducat. t'o unolling children's activities is bnprtant. not only to, tint safety. hut also for the protection of the
twtncr s livelihood.
AC Section 27.8.70 of the Weld County Cud: • Failure to (:amncnee a Planner Unit Ikvclupncnt Final Plat • If on nxwuucuan ha% begun or
no USE established in the Pl"D within one ( I I year of the date of the appro.,'" of the PUD Final Plan, the Board of County ('nnnmiasitinna may
require the landowner to appear before the it aid present evidence substaunaing that the MID Final Plan has not been abandoned and that the
applicant puasa to the willingness and ability hit continue the PIII) The Humid may extend the date tot notion of the PI In comiructnon and shall
=natty sequins the applicant t to &monsnae that the Pt I) has not been abandoned. If the Board determines that con•.dilurta supporting the original
rpprocal of the PC1l Find Plan tine'deangcd vt that the landuwne. Cwni01 mrpleuaent the PUD Final Plan the Board may, after a public liaising.
revoke the PUD Fuol Plan and order the :tondo! PCI) Plan vacated.
Al). Section 27.8-80..A of the Weld County Code - Failure to ('amply with the pun f pnal Plan - the Huard of County (-omropa,icmen may scnc
wntten notice upon auds orgunzataan or upon the owners or resident of the PILL toning forth that the organization 1'aa faded to corty'ly with the
I'UD Final Phan Said notice shall include a damn! deaf such deticienciex of mainilmanee be cured within thirty t30) day, thereof A heating thadl be
held M the Bond within fifteen t t ST days of the wwuncc of such dunce. %stung forth the item, date and plied of the hearing. The. Roatl may middy
the terms of the original notice as to d efresennes and may give an extension of tune wohn which they shall be rectified.
Ai' Section 2"•x-1((1 H of the Weld County (ode - Any PET) Zane District apposed in • Fund Plan shall he considered nixing in compliance with
Chapter 24 art the NS old County C ode and Section 10-28-10 I. et .na.. ('NS
1
f
Owner
Planner
W'igaard Smith Estates t LP a Colorado Limited Liability Puurslup
9319 Salisbury (hive
Hrarksvtk. F'L.
Clink Ciathmao
11541(1 Surd
Cheeky, CO
970.400-3537
Applicant Sherry Wipmed & Valais Smith
1935 randy Road 55
Kocnesburg, CO
Swvcycx Majestic Surveying, LLC
C'U Steve Syrbtg MS
1 1 1 1 Diamond Valley Drive. State 1 W
W indsur, CO $(1550
970.83+-569$
NORTH QUARTER CORNER
SECTION 213, 1.94, Rb4*
Fcutcs ,16 REIMS Kim 2 5'
A.UWNV4 CAP (ILLEGIBLE)
LOT A'
RECORDED EXEMPTION M7
lITSZB-1-REV75
tJ90'CO'OO"E 70C. 33'
Q
.1;
0
0
LOT 4
LOT 5
LOT 6
572'01'11"E
201.10'
LOT 3
200
u
(8495 OF BEAMNOS)
sater50'34-1 2658 93'
T
2
VICINI
M
LOT A'
XEe.YMYY•u tr8W'tUV
AU
RE Gr764MS
583'24'35-F 845.01'
LOT 2
rir39'20'20"E
301.35'
,I V i - - --r.
NORTHEAST CORNER
SECTION u5, TIN, R 64*
FOuNO /6 RE9AR nIH S.25'
aumlaiWY CAP LS 23501
S51'13'47"E
129.47'
N89'20'20'1
LOT 1
428.29'
n
M
r
ANNIE LANE
LOT 7
CEN REP-NOATH t/l6TN CORNER
.CTION 28, T.1N. 12.64W
FOUND p DEBAR MTh 2.J
ALUMMu4 CAP LS 27269
589'58'OO"W 2656.47'
BASIS OF BEARINGS AND LINEAL UNIT DEFINITION
Assuming the mirth line of the Northeast Quarter of Section 28, Township I Vtmh. Range 64 West of the
t h P M . mom unatted m shown on this plat, as bearing North %4'59'34" East, a distance of 2.658.93 feet
and with nil who beatings communed herein 'clause thereto.
the lineal dimensions u.. auunuutivd he-tvin at; hied upon the " (13 Sung Fool "
.
MAJESTIC SURVEYING
•-Aa ti'.'_wR L'N' aLC It" U,Aai.;'..0 "5fl i'. Ci . vt alt" 4 ._,J.1
PROJECT NO. 2O243O4
DATE 2/26/2025
NOTICE
LOT 8
NORTH 1 /16 The CXaRNDi
SECTION 26, TIN, R.64*
FOUND p REBAR W M 2.5'
ALIMINU4 CAD LS 37971
According to Colorado law you mutt commence any legal sewn taiCd upon any det0.1 iii
this survey within three ycan after you tint Meaner such defect In du event may ally action
based upon any defect in this survey be cumnnewtat mete than ten yeas from the date of the
esritficauun shown hereon. (1180-105 C.R S. 2012)
PROJECT NAME WIGAARD ESTATES
CLIENT T3
r'
Pet
'.J
REVISIONS
DRAWN BY MAK
FILE NAME 2O243O45U9
CHECKED BY SAS
SCALE- t' s 200'
1
SHEET I OF 3
5021722 Pages: 38 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County CO
■!II kirdIVAP ,I�r T `Fief' 0:6kilatili I ■ 1if�111 ._I II
1
5019142 Pans: 2 of 3
earn/Zfl�;�e
3 14:31 vn R P«' 313.W
CS' &v 'Wsgi. r, aspi Pcoor.Mr S.sGO rttry
111131r/fA�IM'17131R ■7i�rdWM TT! iR Rae u Mn
PUDF14-0003
WIGAARD SMITH ESTATES
BEING A SUBDIVISION OF LOT "B", RECORDED EXEMPTION No. 1475-28-1 RECX16-0185
SITUATE IN THE NORTH 1/2 OF THE NE QUARTER OF SECTION 28, TOWNSHIP 1 NORTH, RANGE 64 WEST OF THE 6TH P.M.,
COUNTY OF WELD, STATE OF COLORADO
"7 - T _
NORTH QUARTER O01CR /
SECTION 28, T.1N, B64W /
FOUND /6 REBAR ) It 2 5'
ALUMINUM CAP (I GBLE) /
LOT 3
261.435 so. FT.
6.002 ACRES
90//7
14207a
r
1
Arlatirr
!74.117411,/
-..
C1
S83'24'3
70' US/rr
a a't-`I
L
Sp
945.01'
V' Mgr
aSting
-V.
461.24'
LOT 2
218.071 sa. Ff.
5.006 ACRES
561.20'
LO7 A'
itWLWF.XFII°7X1V
Let F1/Sid f 4W CX/AOtAS
:fat crown Rae gl
CaNVER CIERFA"7 JENSEN
N89'20'20'E 301.35'
_ _ _ ' 83.6,.
217.54'
so*
awmar
aim'
Imam/
10'awn' l_J ..JLASUIDer
\
1 i \
I ,1
—_--_.---_.J
ANNIE -LANE
574.27'
mss.- a ------5.s::sr-
LOT 7
217.946 50. FT.
5.003 ACRES
777.49'
C/3' UJU/r
mseaf,0'r
70' uttar
EA2MWr -1
,1
\
ABANDONED
GAS WELL
PAM 41-28
REPORT NO.
00027394
\ /
' c9 A14
45• e
X7' UIi/rr r4$4CN/
NOR11CAST CORNER
SECTION 26, 3'.1$, R.64W
FOUND 0 REOAR MTh 3.25'
ALUMINUM CAP LS 23501
428.45' (R)
N89'20'20"E 428,29' (M)
398.29'
LOT 1
222.666 SQ. FT.
5.1 1 2 ACRES
690.63'
1
/s' uwrr
tonal 1
1
%t
t
56920'20'9 1331.64' \
$6920.20'W 1386.64'
1356.64—t\
56920'20'W 1331,64' \
I
4
— — -- —-----�='E---
C
so'
Alper-A'-t11r— —
757.37
5.0' a t:Ma NosrAa- 44S
ai/1 4r Aplr-oc- sir EZWWN/
\ ACC 417 JAPNS7
\
1
1
1
1
\
1
a' VAt7rr1ASEAr70
S89'58'00"W 2656.47(M)
2656.5W (R) — _
NOTICE
According to Colorado law you must commence any IeiA1 acutot honed upon any defca w
this survey within three yaws after you Int dtseova such dofat In no event nay any maim"
taacd upon any detect in dus aunty be cuawsaxed mote than ton yam from the date at the
cestiliwicm noon ticnio t (13-110.103 C R.S. 2012,
Steve A Sys ens - On Bdalf of Malabc Surveying, 0'.C
Cukrado Lwcse ! Plalaaiaal Land Surveyor 039469
1
AM= Al2 HlSIRSWO
ONRER WD ANNl41 S44CTei.
\
\
LOT 8
222,532 so. FT.
5.109 ACRES
I
782 4,"
0
75' L/0./rr
ear '"1
91
ACC Al2 .!T/an
I
6
I
1
8
b
30.
M
h
Oi
to re
ta
a"een- /Espy srA rf
A AACOR.SSOY L/tf 642.EN/
are At2 JKAIM7J
l
1
MAJESTIC SURVEYING
H"Abi c ,Vl.iil!A:. LL'- nn D."N;1'+L-.w:.L• Unwt.tW w,ac Y::?. 0�:-OSLO
PROJECT NO 2024304
DATE 2/26/2025
DRAWN BY MAN
CHECKED BY SAS
NOR1H 1/16tH CORNER
.tC11 ON 28. 1.114. R.64W
FOUND /6 ROAR MTH 2.5'
ALUMINUM CAP LS 37971
PROJECT NAME WIGAARD ESTATES
CLIENT: l'3
'
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
CI
60.39'
320.00'
14.2537•
60.16'
N83'2751•w
02
76.70'
320.00'
13'4rsr
75.51'
N63Ot01'w
C3
39.27
25.00'
9090'03•
3136'
N45'39'36CW
04
36.23'
2400'
69'36'10
35.33'
N4422'45%
CS
6793'
350.00'
14'23.37'
87.69'
5837751'L
C6
72.85'
290.00'
1423'3'
72.66'
SIL 27's,T
C7
69.51'
290.00'
13'475r
69.34'
N639t0t'W
C6
63.11W
.360.00'
13'43'5r
63.69'
N63VW01•W
00
14.67
15.00'
55'46'16•
14 03'
96296'52[
CIO
14.60'
15.00'
55'46.16"
14.03'
S521313.52"W
C11
67.68'
65.00'
772735'
61.33'
N72'73rE
012
102.46'
6500'
9099'01•
92.12
523t9'11•E
C13
140.41'
6500'
123'45'5•'
114,66'
56357 WTI
014
330.74'
65.00'
291'373Y
73.13'
50000'007
C15
15.07
360.00'
2'2722
1100'
N7729.44'W
016
36.09'
150.00'
14.3704'
37.99'
N062725'E
C17
4171'
18000'
14'3704'
45.5W
N06'2723'E
016
58.73'
150.00'
2726'59'
56.35'
N12O2'06'1n
C19
70.46'
160.00'
2726'59'
70.OS
N12'02'06•W
C20
33.96'
180.0('
10.46'56
sat
51750'372
021
10.00'
150.07
sane
io.00'
521'21'28?
n .eovr-ar sir
sett P6...MS
Air An ARM?
M4CIELACI 1471210al
o11t1•! /ot9trrtetle etc
UNE TABLE
LINE
BEARING
LENGTH
Lt
N7616'03'W
15.00'
L2
N7291'11"W
13.60'
13
N72'01'11'W
22 M'
L4
S7201'111
25.04'
LEGEND
S
•
O
•
80W40MY UILL
EASEMENT UNE
R$Ol41 a WAY LINE
SECTION UNE
CENTERLINE
SETBACK
WATER WELL LOCATION
AUCUOT CORNER AS DESCRIBED
FOUND MONUMENT AS DESCRIBED
CALCULATEA POSITION
SET 2C OF //aa REBAR MT•+
ORANGE PK.AS'TIC CAP LS 36469
(R)- RECORDED OISTNK2 (RECIC6-0165)
(M)-MLASUREO DISTANCE
REVISIONS
DATE
FILE NAME 2024304SUB
SCALE 1' - 60
2
SH{.i_T.N
5021722 Pages: 39 of 39
04/09/2025 10:14 AM R Fee:$0.00
Carly K,oppes. Clerk and Recorder, Weld County , CO
in ?I ii r'P'i$i' 11111
00
I ---I I
r _
120
foot
/
/
/
/
/
/
/
40'/ttu's /E/1FCtfuv
LT;IP,W/ (ASAfN/
/ AFC AG ISTTTA
(OT'S
RECORDED EXE4/PTA0V M^
1175-28- 2 -RE 1'.114
!tLC am/x:4Ym 2A0 si
rilyr.Y rti.144444- SCAM MAR)
5219142 Papas. 3 at 3
431.7/2025 4.4 31 P1 R F... 03 OA
BPI WAN'
PUDF14-0O03
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PROJECT NO 2024304
PROJECT NAME WIGAARD ESTATES
R E VISIONS
: i- T i
DATE 2/26/2025
CLIENT T3
DRAWN BY MAK
FILE NAME 2024 3045U8
SURVEYING
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CHECKED BY SAS
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SHEET 3 OF 3
PUD FINAL PLAT
ADMINISTRATIVE REVIEW
Copy
CASE No: PUDF14-0003
PLANNER: Chris Gathman
APPLICANT: Sherry Wigaard & Velois Smith
ADDRESS: 1935 County Road 55, Keenesburg, Colorado 80643
REQUEST: A PUD (Planned Unit Development) Final Plan application fora PUD for eight (8) residential
lots with Estate Zone uses (Wiggard Smith Estates PUD) along with four (4) outlots (Outlot A
fora central water system appurtenances & distribution and emergency access; Outlot B for
an existing gas well production facility; Outlot C for an Entry Sign; and Outlot D fora School
Bus Shelter and Mailbox Kiosk).
LEGAL
DESCRIPTION: Lot B of Recorded Exemption RE -4833; Part of the N2NE4 of Section 28 T1 N R64W of the
6° PM, Weld County, Colorado
LOCATION: West of and adjacent to County Road 55 and approximately 700 feet south of County Road
6/County Road 55 Intersection.
ACRES: 46.77 Acres PARCEL #: 147528100018
THE DEPARTMENT OF PLANNING SERVICES' STAFF RECOMMENDS THAT THIS REQUEST BE
APPROVED FOR THE FOLLOWING REASONS:
1. The submitted materials are in compliance with the application requirements of Section 27-7-30 of
the Weld County Code.
2. The request is in conformance with Section 27-7-40.C of the Weld County Code, as follows:
A. Section 27 -7 -40.C.1 --That the proposal is consistent with Chapters 19, 22, 23, 24 and 26 of
the Weld County Code. The proposed site is not influenced by an Inter -Governmental
Agreement nor is it located within an urban growth boundary. The proposal is consistent with
the aforementioned documents as follows:
1) Section 22-2-120.A (R.Goal 1) states, "Ensure that adequate services and facilities are
currently available or reasonably obtainable to serve the residential development or district."
Per the Department of Public Health and Environment referral dated May 21, 2014, the
application has satisfied Chapter 27 of the Weld County Code in regards to sewer service.
Sewer will be provided by individual sewage disposal systems.
In regards to water service, the applicant is proposing a central water system utilizing an
existing well and a proposed new well.
The Division of Water Resources indicated in their referral dated May 28, 2014, stated that,
based on an allocation approach, it is their opinion that the proposed water supply is
adequate and can be provided without causing injury to decreed water rights. An approval
from the Colorado Department of Public Health and Environment (CDPHE) is required as a
Wiggard Smith PUD, PUDF14-0003, 1
condition of approval prior to recording the plat.
Section 22-2-30 I. A.Goal 9. States, "Reduce potential conflicts between varying land uses in
the conversion of traditional agricultural lands to other land uses."
The site is located in a rural agricultural area on soils defined as "other„ according to the
1979 Soil Conservation Services map. This site is located adjacent to an exotic animal
sanctuary last amended under MUSR12-0007. The applicant has a signed agreement with
the owner/operator of the animal sanctuary re: fencing, ongoing operation of the
Homeowners Association....
B. Section 27 -7 -40.C.2 --That the uses which would be allowed in the proposed PUD will
conform with the performance standards of the PUD Zone District contained in Article II,
Chapter 27 of the Weld County Code.
Section 27-2-40, Bulk requirements — The applicant has chosen to adhere to the bulk
requirements of the E (Estate) Zone District for the eight (8) residential lots.
Section 27-2-140, Nonurban Scale Development, states, "Nonurban scale development
proposing individual, private wells and septic systems shall have a minimum lot size of two
and one-half acres (2.5) acres per lot. Nonurban scale developments located outside the
RUA are not subject to common open space requirement" This proposed PUD is a
nonurban scale PUD (less than 9 lots) in a nonurban area. All lots in the proposed PUD
exceed the minimum lot size of two and one-half (21/2) acres per lot. The smallest lot is 4.58
acres.
C. Section 27-7-40.C.3 --That the uses which would be permitted will be compatible with the
existing or future development of the surrounding area as permitted by the existing zoning,
and with the future development as projected by Chapter 22 of the Weld County Code or
master plans of affected municipalities.
This site is not located within the 3 -mile referral area of any municipality. It is located within
the 3 -mile referral area of Adams County. No referral response has been received from
Adams County.
D. Section 27-7-40.C.4 --That adequate water and sewer service will be made available to the
site to serve the uses permitted within the proposed PUD in compliance with the
performance standards in Article II, Chapter 27 of the Weld County Code.
The Weld County Department of Public Health and Environment, indicated in their referral
dated May 21, 2014 stated that the application has not fully satisfied Chapter 27 of the Weld
County Code in regard to water service. The application states the water will be supplied by
a private central water system. The applicant has submitted a water decree from the State
Water Court allowing for individual wells or a central water system supplied by one well. The
Department's sketch plan comments notified the applicants that if a central water system
was chosen, due to the number of lots proposed in this development, the proposed water
system may be deemed a public water system (serving a 25 people or more) as defined in
the Colorado Primary Drinking Water Regulations (5 CCR 1003-1). Therefore, the applicant
would have to submit a plan review to the Drinking Water Section of the Water Quality
Control Division of the Colorado Department of Public Health and Environment (CDPHE) for
the proposed water distribution system. An approval from the CDPHE is required as a
condition of approval prior to recording the plat.
The Division of Water Resources indicated in their referral dated May 28, 2014, stated that,
based on an allocation approach, it is their opinion that the proposed water supply is
adequate and can be provided without causing injury to decreed water rights.
E. Section 27-7-40.C.5 -- That street or highway facilities providing access to the property are
adequate in functional classification, width, and structural capacity to meet the traffic
requirements of the uses of the proposed PUD Zone District. County Road 55 as a local
gravel road and requires 60 -feet of right-of-way at full build out. There is presently 60 -feet of
Wiggard Smith PUD, PUDF14-0003, 2
right-of-way.
F. Section 27-7-40.C.6 In the event the street or highway facilities are not adequate, the
applicant shall supply information which demonstrates the willingness and financial capacity
to upgrade the street or highway facilities in conformance with the Transportation Sections of
Chapters 22, 24 and 26, if applicable. An improvements Agreement is required prior to
recording the plat.
G. Section 27-7-40.C.7 -- That there has been compliance with the applicable requirements
contained in Chapter 23 of the Weld County Code regarding overlay districts, commercial
mineral deposits, and soil conditions on the subject site.
The site is not located within an overlay district.
H. Section 27 -7 -40.C.8 --If compatibility exists between the proposed uses and criteria listed in
the development guide, and the final plan exactly conforms to the development guide.
The applicant has shown compatibility between the proposed uses and criteria listed in the
development guide, and the final plan conforms to the development guide.
This recommendation is based, in part, upon a review of the application materials submitted by the applicant,
other relevant information regarding the request, and responses from referral agencies.
The Department of Planning Services' Staff recommendation for approval is conditional upon the following:
1. Prior to Recording the PUD Final Plat:
A. An accepted Final Drainage Report stamped and signed by a Professional Engineer
registered in the State of Colorado is required shall be submitted to the Department of Public
Works. (Department of Planning Services -Engineer)
B. An Improvements Agreement will be required prior to recording the Final Plat. The
agreement and form of collateral shall be submitted for, and reviewed by the Public Works
Department and accepted by the Board of County Commissioners. (Department of Planning
Services - Engineer)
C. As the facility's water system serves more than 25 persons on a daily basis, the water
system shall comply with the Colorado Primary Drinking Water Regulations (5 CCR 1003-1).
Written evidence shall be provided to the Weld County Department of Public Health and
Environment, from the Drinking Water Section of the Water Quality Control Division of the
Colorado Department of Public Health and Environment that the system complies with the
Colorado Primary Drinking Water Regulations. (Department of Public Health and
Environment)
D. The applicant shall address the requirements of the Southeast Weld Fire Protection District
as stated in their referral dated May 13, 2014. (Southeast Weld Fire Protection District)
E. The draft Wigaard Smith Estates Master Declaration, Protective Covenants, Management
Agreement shall be revised as follows:
Wiggard Smith PUD, PUDF14-0003, 3
1) The UNCC One Call notice and Colorado Interstate Gas contact information is
recommended to be included in the covenants per the Colorado Interstate Gas referral dated
7/1/2010. (Department of Planning Services)
2) Any changes requested by the Weld County Attorney's Office shall be incorporated.
(Department of Planning Services)
F. The applicant shall submit finalized copies and the appropriate fee ($6 for the first page and
$5 for each additional page) to the Department of Planning Services for recording the
Restrictive Covenants for Wigaard Smith Estates PUD in the Office of the Clerk and
Recorder. (Department of Planning Services)
G. The applicant shall submit to the Department of Planning Services Certificates from the
Secretary of State showing the Wiggard Smith Estates PUD Homeowners Associations have
been formed and registered with the state. (Department of Planning Services)
H. The construction drawings indicate that no roadside ditches will be constructed on Annie
Lane. Per the Weld County Engineering and Construction Criteria, there should be a min. of
a 27 inch deep ditch with slopes no steeper than 3:1 to convey roadside drainage and help
reduce snow drifting onto the roadway. The construction plans should be modified to show
this change. The applicant shall submit to Department of Planning Services Engineer
stamped, signed and dated final roadway, drainage, utility/construction plan drawings (full
set). Certified drawings will remain in the department's file for use during construction.
(Department of Planning Services -Engineer)
I. The plans indicate that a 30 -foot emergency access easement will be granted to the north
from the PUD. The Department of Planning Services Engineer determined that this dead
ends into vacated road right-of-way for what would be County Road 6. The applicant shall
submit evidence that the east -west access (from the 30 -foot emergency access easement)
to County Road 55 can be utilized for emergency access. (Department of Planning Services -
Engineer)
J. The applicant shall provide the a recorded copy of any agreement signed by all of the
owners of the property crossed by the access. The access shall be for ingress and egress
and shall be referenced on the plat by the Weld County Clerk and Recorders reception
number.
K. The applicant shall submit written evidence to the Department of Planning Services that the
requested impact and cash -in -lieu fees have been paid to the Weld County RE -3J School
District as stated in their referral dated April 29, 2014. (Department of Planning
Services/Weld County RE -3J School District)
L. The applicant shall provide written evidence to the Department of Planning and graphic
evidence from the RE -3J School District and Post Office of jurisdiction, that the proposed
mailbox location and bus shelter plan meets design standards and delivery requirements,
and the proposed school drop off/pick up location shall be approved by the School District.
Written evidence of compliance with their standards and requirements shall be submitted to
the Department of Planning Services. Further, evidence shall be provided that each facility
meets the intent of the Americans with Disabilities Act (ADA) for access. The Department of
Building Inspection shall review the proposed structure for compliance with all applicable
Wiggard Smith PUD, PUDF14-0003, 4
codes as warranted. Evidence of approval shall be submitted to the Department of Planning
Services. (Department of Planning Services)
M. The applicant shall submit a re -vegetation plan of all areas disturbed during construction.
The plan shall include information regarding plant type, installation methods, and
maintenance. (Department of Planning Services)
N. The applicant shall provide a copy of the signed/executed surface use agreement with Noble
Energy. (Department of Planning Services)
O. The applicant shall attempt to address the recommendations of Colorado Parks and Wildlife
as stated in their referral dated May 15, 2014. Written evidence of such shall be provided to
the Department of Planning Services. (Colorado Parks and Wildlife)
P. The applicant shall address the requirements of the Colorado Interstate Gas Company as
stated in their referral dated July 1, 2014.
Q. The Plat shall be amended to include the following:
1. All sheets of the Final Plat shall be labeled PUDF14-0003. (Department of Planning
Services)
2. The Final Plat shall be in compliance with Section 27-9-20 of the Weld County
Code. (Department of Planning Services)
3. County Road 55 is designated on the Weld County Road Classification Plan as a
local gravel road, which requires 60 feet of right-of-way at full build out. The
applicant shall verify and delineate on the plat the existing right-of-way and the
documents creating the right-of-way. All setbacks shall be measured from the edge
of future right-of-way. This road is maintained by Weld County. (Department of
Public Works)
4. Show the approved access on the plat and label with the approved access permit
number (AP14-00189). (Department of Public Works)
5. The applicant shall indicate specifically on the plat the type of right-of-way/easement
and indicate whether it is dedicated, private, or deeded to provide adequate access
to the parcel. (Department of Public Works)
6. All utility easements shall be indicated on the plat as approved by the Weld County
Utility Advisory Committee on July 24, 2014. (Utility Advisory Committee)
7 The applicant shall delineate the locations of the accepted RE -3J School District
and Post Office of jurisdiction proposed bus shelter(s) and mailbox location(s),
respectively. (Department of Planning Services)
8. All internal local road rights -of -way shall be approved by Weld County Department
of Public Works and dedicated to the public. (Department of Public Works)
Wiggard Smith PUD, PUDF14-0003, 5
9. The recorded access easement agreement providing access from County Road 55
to the 30 -foot emergency access and service easement accessing onto the vacated
County Road 6 right-of-way. (Department of Planning Services)
10. The UNCC One Call notice and Colorado Interstate Gas Contact information shall
be indicated on the final plat per the Colorado Interstate Gas Referral dated
7/1/2010. (Colorado Interstate Gas)
11. The applicant shall provide additional information pertaining to the plant materials,
including common, botanical and species names, size at installation, and any
additional information deemed necessary. (Department of Planning Services)
R. Section 27-8-60 of the Weld County Code - Failure to Record a Planned Unit Development
Final Plan. The applicant shall submit an electronic copy or one (1) paper copy of the plat for
preliminary approval to the County Department of Planning Services. Upon approval of the
paper copies, the applicant shall submit a Mylar plat, along with all other documentation
required as conditions of approval. The Mylar plat shall be recorded in the office of the
County Clerk and Recorder by the Department of Planning Services. The plat shall be
prepared in accordance with the requirements of this Code. The Mylar plat and additional
requirements shall be recorded within three (3) years from the date of the Board of County
Commissioners resolution. The applicant shall be responsible for paying the recording fee. If
a plat has not been recorded within three (3) years of the date of the approval of the Planned
Unit Development (PUD) change of zone or final plan, or within a date specified by the Board
of County Commissioners, the Board may require the landowner to appear before it and
present evidence substantiating that the PUD has not been abandoned and that the
applicant possesses the willingness and ability to record the plat. The Board of County
Commissioners may extend the date for recording the plat. If the Board determines that
conditions supporting the original approval of the PUD cannot be met, the Board may, aftera
public hearing, revoke the PUD.
S. The applicant shall submit a digital file of all drawings associated with the Final Plan
application. Acceptable CAD formats are .dwg, .dxf, and .dgn (Microstation); acceptable
GIS formats are ArcView shapefiles, Arclnfo Coverages and Arclnfo Export files format type
is .e00. The preferred format for Images is .tif (Group 4). (Group 6 is not acceptable).
(Department of Planning Services)
2. The Final Plat is conditional upon the following and that each be placed on the Final Plat as notes
prior to recording:
A. This Final Plat, Wiggard Smith Estates Planned Unit Development (PUD) Final Plan is for
eight (8) residential lots with Estate Zone uses along with four (4) outlots (Outlot A for a
central water system appurtenances & distribution and emergency access; Outlot B for an
existing gas well production facility; Outlot C for an Entry Sign; and Outlot D fora School Bus
Shelter and Mailbox Kiosk). (Department of Planning Services)
B. Approval of this plan may create a vested property right pursuant to Section 23-8-10 of the
Weld County Code. (Department of Planning Services)
C. The Open Space lots are non -buildable for residential structures or structures providing
habitable space. (Department of Planning Services)
Wiggard Smith PUD, PUDF14-0003, 6
D. The PUD is to be served by well permit number 78007-F, the annual amount of
withdrawal is 137.3 acre feet per year for a maximum of 300 years. (Department of
Planning Services)
E. Adjacent to the property shown on the plat is The Wild Animal Sanctuary and there is an
Agreement for PUD Subdivision Conditions, dated September 26, 2013 and recorded on
November 22, 2010 under reception number 3733961, which states various conditions to
which the owners of the PUD Subdivision will be subject. (Department of Planning Services)
F. This subdivision is in rural Weld County and is not served by a municipal sanitary sewer
system. Sewage disposal shall be by septic systems designed in accordance with the
regulations of the Colorado Department of Public Health and Environment, Water Quality
Control Division and the Weld County Code in effect at the time of construction, repair,
replacement, or modification of the system. (Department of Public Health and Environment)
G. During development of the site, all land disturbances shall be conducted so that nuisance
conditions are not created. If dust emissions create nuisance conditions, at the request of
the Weld County Department of Public Health and Environment, a Fugitive Dust Control Plan
must be submitted. (Department of Public Health and Environment)
H. In accordance with the Regulations of the Colorado Air Quality Control Commission, any
development that disturbs more than five (5) acres of land must incorporate all available and
practical methods that are technologically feasible and economically reasonable in order to
minimize dust emissions. (Department of Public Health and Environment)
I. If land development creates more than a 25 -acre contiguous disturbance, or exceeds six (6)
months in duration, the responsible party shall prepare a Fugitive Dust Control Plan, submit
an Air Pollution Emissions Notice, and apply fora Permit from the Colorado Department of
Public Health and Environment. (Department of Public Health and Environment)
J. A stormwater discharge permit may be required for a development/redevelopment
/construction site where a contiguous or non-contiguous land disturbance is greater
than or equal to one acre in area. Contact the Water Quality Control Division of the
Colorado Department of Public Health and the Environment at
www.cdghe.state.co.us/wo/PermitsUnit for more information. (Department of Public
Health and Environment)
K. Weld County's Right to Farm Statement, as provided in Appendix 22-E of the Weld County
Code, shall be recognized at all times. (Department of Planning Services)
L. Activities such as landscaping (i.e. planting of trees and shrubs) and construction (i.e.
auxiliary structures, dirt mounds, etc.) activities are expressly prohibited in the designated
absorption field site. (Department of Public Health and Environment)
M. Intersection sight distance triangles at development entrances will be required. All
landscaping within the triangles must be less then 3.5 feet in height a maturity. (Department
of Public Works)
N. Should noxious weeds exist on the property, or become established as a result of the
proposed development, the applicant/landowner shall be responsible for controlling the
Wiggard Smith PUD, PUDF14-0003, 7
noxious weeds, pursuant to Chapter 15, Articles I and II, of the Weld County Code.
(Department of Public Works)
O. The historical flow patterns and runoff amounts will be maintained on the site. (Department of
Planning Services -Engineer)
P. Weld County is not responsible for the maintenance of onsite drainage related features.
(Department of Planning Services -Engineer)
Q. All signs, including entrance signs, shall require building permits. Signs shall adhere to the
approved Sign Plan. (Department of Planning Services -Engineer)
R. Installation of utilities shall comply with Section 24-9-10 of the Weld County Code and
requirements of the service providers. (Department of Planning Services)
S. A building permit will be required, for any new construction or setup manufactured structure,
per Section 29-3-10 of the Weld County Code. A building permit application must be
completed and submitted. Buildings and structures shall conform to the requirements of the
various codes adopted at the time of permit application. Currently the following has been
adopted by Weld County: 2006 International Residential Building Code; 2012 International
Energy Code; 2006 International 2011 National Electrical Code; and Chapter 29 of the Weld
County Code. A plan review shall be approved and a permit must be issued prior to the start
of construction. (Department of Building Inspection)
T. A Fire District Notification letter shall be submitted to the Fire District with jurisdiction for
review and comments and submitted with Building Permit application to Weld County.
(Department of Building Inspection)
U. Building permits shall be obtained prior to grading or the construction of any building or
structure. Building permits are also required for signs and structures, such as bus shelters, if
provided. (Department of Building Inspection)
V. The property owner shall be responsible for complying with the Performance Standards of
Chapter 27, Articles II and VIII, of the Weld County Code. (Department of Planning
Services)
W. Weld County representatives from Departments of Public Works, Public Health and
Environment, and Planning Services shall be granted access onto the property at any
reasonable time in order to ensure the activities carried out on the property comply with the
Development Standards stated herein and all applicable Weld County regulations.
(Department of Planning Services)
X. The site shall maintain compliance at all times with the requirements of the Weld County
Departments of Public Works, Public Health and Environment, and Planning Services, and
adopted Weld County Code and policies. (Department of Planning Services)
Z. The operation shall comply with all applicable rules and regulations of the State and Federal
agencies and the Weld County Code. (Department of Public Health and Environment)
AA. The PUD Final Plan shall comply with all regulations and requirements of Chapter 27 of the
Weld County Code. (Department of Planning Services)
Wiggard Smith PUD, PUDF14-0003, 8
AB. Weld County is one of the most productive agricultural counties in the United States,
typically ranking in the top ten counties in the country in total market value of agricultural
products sold. The rural areas of Weld County may be open and spacious, but they are
intensively used for agriculture. Persons moving into a rural area must recognize and
accept there are drawbacks, including conflicts with long-standing agricultural practices
and a lower level of services than in town. Along with the drawbacks come the incentives
which attract urban dwellers to relocate to rural areas: open views, spaciousness, wildlife,
lack of city noise and congestion, and the rural atmosphere and way of life. Without
neighboring farms, those features which attract urban dwellers to rural Weld County
would quickly be gone forever.
Agricultural users of the land should not be expected to change their long-established
agricultural practices to accommodate the intrusions of urban users into a rural area.
Well -run agricultural activities will generate off -site impacts, including noise from tractors
and equipment; slow -moving farm vehicles on rural roads; dust from animal pens, field
work, harvest and gravel roads; odor from animal confinement, silage and manure;
smoke from ditch burning; flies and mosquitoes; hunting and trapping activities; shooting
sports, legal hazing of nuisance wildlife; and the use of pesticides and fertilizers in the
fields, including the use of aerial spraying. It is common practice for agricultural
producers to utilize an accumulation of agricultural machinery and supplies to assist in
their agricultural operations. A concentration of miscellaneous agricultural materials often
produces a visual disparity between rural and urban areas of the County. Section 35-3.5-
102, C.R.S., provides that an agricultural operation shall not be found to be a public or
private nuisance if the agricultural operation alleged to be a nuisance employs methods
or practices that are commonly or reasonably associated with agricultural production.
Water has been, and continues to be, the lifeline for the agricultural community. It is
unrealistic to assume that ditches and reservoirs may simply be moved "out of the way"
of residential development. When moving to the County, property owners and residents
must realize they cannot take water from irrigation ditches, lakes or other structures,
unless they have an adjudicated right to the water.
Weld County covers a land area of approximately four thousand (4,000) square miles in size
(twice the size of the State of Delaware) with more than three thousand seven hundred
(3,700) miles of state and County roads outside of municipalities. The sheer magnitude of
the area to be served stretches available resources. Law enforcement is based on
responses to complaints more than on patrols of the County, and the distances which must
be traveled may delay all emergency responses, including law enforcement, ambulance and
fire. Fire protection is usually provided by volunteers who must leave their jobs and families
to respond to emergencies. County gravel roads, no matter how often they are bladed, will
not provide the same kind of surface expected from a paved road. Snow removal priorities
mean that roads from subdivisions to arterials may not be cleared for several days after a
major snowstorm. Services in rural areas, in many cases, will not be equivalent to municipal
services. Rural dwellers must, by necessity, be more self-sufficient than urban dwellers.
People are exposed to different hazards in the County than in an urban or suburban setting.
Farm equipment and oil field equipment, ponds and irrigation ditches, electrical power for
pumps and center pivot operations, high-speed traffic, sand burs, puncture vines, territorial
farm dogs and livestock and open burning present real threats. Controlling children's
Wiggard Smith PUD, PUDF14-0003, 9
activities is important, not only for their safety, but also for the protection of the farmer's
livelihood.
AC. Section 27-8-70 of the Weld County Code - Failure to Commence a Planned Unit
Development Final Plan - If no construction has begun or no USE established in the PUD
within one (1) year of the date of the approval of the PUD Final Plan, the Board of County
Commissioners may require the landowner to appear before the it and present evidence
substantiating that the PUD Final Plan has not been abandoned and that the applicant
possesses the willingness and ability to continue the PUD. The Board may extend the date
for initiation of the PUD construction and shall annually require the applicant to demonstrate
that the PUD has not been abandoned. If the Board determines that conditions supporting
the original approval of the PUD Final Plan have changed or that the landowner cannot
implement the PUD Final Plan, the Board may, after a public hearing, revoke the PUD Final
Plan and order the recorded PUD Plan vacated.
AD. Section 27-8-80 A of the Weld County Code - Failure to Comply with the PUD Final Plan -
The Board of County Commissioners may serve written notice upon such organization or
upon the owners or residents of the PUD setting forth that the organization has failed to
comply with the PUD Final Plan. Said notice shall include a demand that such deficiencies
of maintenance be cured within thirty (30) days thereof. A hearing shall be held by the Board
within fifteen (15) days of the issuance of such notice, setting forth the item, date and place
of the hearing. The Board may modify the terms of the original notice as to deficiencies and
may give an extension of time within which they shall be rectified.
AE. Section 27-8-80.B of the Weld County Code - Any PUD Zone District approved in a Final
Plan shall be considered as being in compliance with Chapter 24 of the Weld County Code
and Section 30-28-101, et seq., CRS.
3. Upon completion of 1 and 2 above, the applicant shall submit two (2) paper copies of the plat for
preliminary approval to the Weld County Department of Planning Services. Upon approval of the
paper copies the applicant shall submit a Mylar plat along with all other documentation required as
conditions of approval. The Mylar plat shall be recorded in the office of the Weld County Clerk and
Recorder by Department of Planning Services Staff. The plat shall be prepared in accordance with
the requirements of the Weld County Code.
4. Prior to Construction:
A. If more than 1 acre is to be disturbed, a Weld County grading permit will be required prior to
the start of construction. (Department of Planning Services -Engineer)
B. Right of way permit is required for any work within the public right of way which is
unassociated with an approved access construction. (Department of Planning Services -
Engineer)
C. Special transport permit is required for any oversize or overweight vehicles. (Department of
Planning Services -Engineer)
5. Prior to the release of any building permits:
A. The applicant shall supply the required street signs and stop signs at appropriate locations.
(Department of Planning Services -Engineer)
Wiggard Smith PUD, PUDF14-0003, 10
B. Prior to the commencement of construction activities, Stormwater Erosion Control and
Sediment Control Best Management Practices shall be in place in accordance with approved
permits, plans, Weld County Code, and Urban Drainage Standards. Silt fences shall be
maintained on the down gradient portion of the site during all phases of the site construction.
C. The applicant shall contact the Southeast Weld Fire Protection District for review and
approval of all access roads. Evidence of Fire District approval shall be submitted to the
Department of Building Inspections prior to construction on the site. (Southeast Weld Fire
Protection District)
D. No development activity shall commence, nor shall any building permits be issued on the
property until the final plan has been approved and recorded. (Department of Planning
Services)
Wiggard Smith PUD, PUDF14-0003, 11
Contract Form
Entity Information
Entity Name*
WIGAARD, SHERRY
Entity ID*
@00031881
Contract Name*
IMPROVEMENTS AND ROAD MAINTENANCE
AGREEMENT SHERRY WIGAARD AND VELOIS SMITH
PUDF14-0003
Contract Status
CTB REVIEW
Q New Entity?
Contract ID
8687
Contract Lead *
JTRUJILLOMARTINEZ
Contract Lead Email
jtrujillomartinez@weld.go
Parent Contract ID
Requires Board Approval
YES
Department Project #
Contract Description*
IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT SHERRY WIGAARD AND VELOIS SMITH PUDF14-0003
COLLATERAL IN THE AMOUNT OF $361,900.00 IS REQUIRED AND HAS BEEN PROCURED IN THE FORM OF
PERFORMANCE BOND #10021 5248, ISSUED BY MERCHANTS NATIONAL BONDING, INC
Contract Description 2
Contract Type* Department
AGREEMENT PLANNING
Amount*
$ 361,900.00
Renewable*
NO
Automatic Renewal
Grant
IGA
Department Email
CM-
Planning@weldgov.com
Department Head Email
CM-Planning-
DeptHead@weldgov.com
County Attorney
GENERAL COUNTY
ATTORNEY EMAIL
County Attorney Email
CM-
COUNTYATTORNEY@WEL
EY@WEL
D.GOV
Requested BOCC Agenda Due Date
Date* 09/07/2024
09/11/2024
Will a work session with BOCC be required?*
NO
Does Contract require Purchasing Dept. to be
included?
NO
If this is a renewal enter previous Contract ID
If this is part of a MSA enter MSA Contract ID
Note: the Previous Contract Number and Master Services Agreement Number should be left blank if those contracts
are not in OnBase
Contract Dates
Effective Date
Termination Notice Period
Contact Information
Review Date*
09/11/2025
Committed Delivery Date
Renewal Date
Expiration Date*
09/11/2026
Contact Info
Contact Name Contact Type Contact Email Contact Phone 1 Contact Phone 2
Purchasing
Purchasing Approver Purchasing Approved Date
Approval Process
Department Head Finance Approver Legal Counsel
ELIZABETH RELFORD CHERYL PATTELLI BYRON HOWELL
DH Approved Date Finance Approved Date Legal Counsel Approved Date
09/04/2024 09/04/2024 09/04/2024
Final Approval
BOCC Approved Tyler Ref #
AG 091624
BOCC Signed Date Originator
JTRUJILLOMARTINEZ
BOCC Agenda Date
09/16/2024
Hello