HomeMy WebLinkAboutSUP-07-11
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Meredith Reckert
From:
Sent:
To:
Mike Evango [Mike.Evango@ghphipps.com]
Tuesday, March 04, 20082:38 PM
Dave Brossman
Cc: KELL Y.MEL VIN@CABELAS.COM; Mike Evango
Subject: Termination of Overlot Grading Permit
David,
Cabela's has decided to not construct their retail store at this time. They are currently in the process of
cancelling our contract for the construction. As result, G.H. Phipps request the City of Wheat Ridge to
cancel our overlot grading permit that has previously been issued. Since the work was never started, is
it possible to get a refund on the permit cost to be returned to Cabela's? Please let me know.
In addition, I have a call into our bonding agent. We are going to request our bond which was posted
for the overlot grading permit be released and terminated.
If there are any questions in regard to this matter please contact me at (720) 224-9022 or on my cell
phone at (303) 901-0098.
Thanks,
Mike Evango
3/6/2008
APPLICATION FOR MAJOR GRADING/FILL PERMIT
APPLICANTS NAME: ~=-~ ~ t-l, ~h 11 ~
APPLICANT'S ADDRESS: YO. ~~~~Jl =E:I..l.1::1LJe"Wl"~~1 dn g-OJS=,.~~7
WORKSITEADDRE",r:iS; J ~.sa- ~ 3n>~ S<=.
DATE OF APPLICATION: . 8!::l:::' "I '21:>61
All permits shall be applied for through the Public Works Department. An approved permit is effective for a
period of one (I) year from date of issue and may be renewed. All fees shall be in accordance with those fees
established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances.
Note: All public improvements, when constructed, shall be maintained (by the respective individual(s) and/or
company responsible for the construction of that public and/or private improvement in the respective
development) on a daily basis, or as needed, such that they are free of mud and other construction debris
tracking from the site. Failure to comply with this requirement will result in the enforcement of Article III,
Specified Nuisances, Section 15-16 (4) of the City of Wheat Ridge Code of Laws.
MAJOR GRADING. EXCAVATION. AND FILL PERMITS
1. 10,001-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 10,000 cubic
yards, but does not exceed 20,000 cubic yards, may be allowed by a permit issued by the City Engineer after
review of an application aud supporting information. The following information shall be submitted with the
required application form:
A. A site plan, prepared and signed by a Colorado registered professioual engineer, at a scale of no less than
I inch to fifty feet (I :50) which illustrates the following:
B. Location and dimensions of all property boundaries and structures on the site.
C. Location and extent of areas to be filled and/or excavated.
D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an
established irrigation ditch, a letter of approval from the appropriate ditch company shall be required).
E. Location of existing and proposed points of ingress.
F. Location and extent of existing vegetation, proposed changes in such vegetation and methods of
rehabilitation on site vegetation after earthwork operations are complete.
G. Erosion control plan.
H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour
intervals of 2 feet aud spot elevations.
1. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or
excavation.
J. A drainage report may be required if site runoff characteristics are changed.
K. Relative elevations of adjacent properties and structures.
L. Statement of purpose of intended fill and/or excavation.
2. Performance Standards
The following provisions apply to Major Grading/Fill Permits for 10,000-20,000 cubic yards:
A. Restoration: Within thirty (30) days after cessation of filling and/or excavation, restoration for the site
shall have been completed in accordance with the approved plans. Restoration shall consist of leveling,
grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the
City Engineer.
B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer." For
the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or
junk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates
identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill
areas within the City of Wheat Ridge.
C. Excavation aud/or fill areas shall be graded to facilitate weed control until final grades are set and site
rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to I).
D. In no event shall a single property receive accumulative permits in excess of twenty thousand (20,000)
cubic yards within any consecutive twelve-month period, except as provided under paragraph 3 below.
3. 20,001+ Cnbic Yards: Dumping, landfill and/or extraction operations which exceed twenty thousand
(20,000) cubic yards may be allowed in any zone district only by special use permit requiring public hearings
before the planning commission and city council under section 26-114. A Major GradingIFill Permit may be
issued upon and in conformance with a Special Use Permit. The following information shall be submitted
with the required Major GradingIFill Permit application form:
A. A site piau, prepared and signed by a Colorado registered professional engineer, at a scale of no less than
I inch to one hundred feet (1:100) which illustrates the following:
B. Location aud dimensions of all property boundaries and structures on the site.
C. Location and extent of areas to be filled and/or excavated.
D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an
established irrigation ditch, a letter of approval from the appropriate ditch company shall be required).
E. Location of existing and proposed points of ingress.
F. Location and extent of existing vegetation, proposed changes in such vegetation and methods of
rehabilitation on site vegetation after earthwork operations are complete.
G. Erosion control piau.
H. Grading piau with existing (dashed lines) and proposed (solid lines) ground contours with contour
intervals of2 feet and spot elevations.
1. At least two cross sections (east to west and north to south) through the site showing depth offill and/or
excavation.
J. A Drainage Report and Plan, which identifies existing waterways and drainage courses, indicating any
changes, existing grades and proposed finished grades, and method of maintaining historic drainage from
the site, and methods for controlling erosion from both wind and water during operations and upon
completion.
K. Relative elevations of adjacent properties aud structures.
L. Statement of purpose of intended fill and/or excavation.
M. Schedule of operations, including completion date.
N. Copies of all materials required to be submitted to the State of Colorado or the U.S. Govemment, where
such agencies are involved in permit reviews and/or approvals.
O. An Engineering Geology Report shall include a description of the geology of the site, conclusions and
recommendations regarding the effect of geologic conditions on the proposed development. The report
shall contain opinions and recommendations pertaining to the adequacy of the site for the proposed
development and related grading/earthwork. Recommendations included in the Report and approved by
the Director of Public Works shall be reflected on the grading plans and specifications.
P. Soils Engineering/Overlot Grading Report. The soils engineering/overlot grading report shall include the
following minimum requirements:
I. Data regarding the nature, distribution, and strength of existing soils;
2. Opinions, conclusions, and recommendations for grading procedures, slope stability, and site
adequacy for the proposed development;
3. Design criteria for any corrective measures.
J:\FORMS & LETIERS\DEVELOPMENT FORMSIMajor Grading & Fill Pennitdoc
2
RevS/07
Q. Submit copies of other permits as applicable for this project:
1. NPDES/CDPS Permit, with Stormwater Management PIau (SWMP).
2. Corps of Engineers 404 Permit.
3. Division of Mineral and Geology (DMG Permit).
4. Performance Standards
The following provisions apply to Major Grading/Fill Permits for 20,001 + cubic yards:
A. Setback. Subject to maintaining a thirty-foot setback from all property lines.
B. Roads. Subject to operators maintaining all haulage roads used in connection with this operation, under
their control or ownership, as much as possible in a dust-free condition. Such haulage roads shall not be
established along existing residential streets except as may be provided by a special permit. This shall not
preclude collector or major streets from being used for this purpose.
C. Fencing. The property containing the extractive operation shall be enclosed by a V -mesh, cyclone, chain
link, or other similar type metal fence with a minimum height of seventy-two (72) inches. Three (3)
strands of barbed wire shall be placed above the metal fencing and cauted to a forty-five-degree angle to
the outside. At such time as the site has been rehabilitated in conformauce with the requirements as
contained herein, the fencing may be removed.
D. Erosion control. Provisions for control of wind and water erosion during operations shall be made and
followed. Wind-blown materials or sediment loads shall not be allowed to escape the site.
E. Drainage. Debris and/or contaminants shall not be accumulated or discharged beyond the property line by
any meaus of transportation including that of natural drainage. The operation shall be conducted so that
the excavated area will not permit water of a stagnated nature to collect or remain.
F. Lighting. All exterior lighting shall be in compliance with section 26-503.
G. Restoration. All permits shall contain provisions for restoration of the property as near or closely as is
practicable to its prior natural state or condition or in such state or condition as the city council may
approve. Restoration ofthe site shall include replacement of topsoil which is spread evenly over the
rehabilitated site to a depth comparable to that of adjoining areas. Property not ultimately used for lake
purposes or structures, etc., shall be planted with trees, shrubs, grasses or similar groundcover to preclude
erosion of the soil by either wind or water.
H. Bond. To insure restoration of the site as prescribed in subsection g., above, there shall be required at the
time the original permit is issued a performance bond naming the city council of the City of Wheat Ridge
as obligee in an amount and type to be determined by the city engineer, based on and with consideration
for the magnitude of the excavation activities and restoration requirements. In no instance shall the
amount of the bond be less than five thousand dollars ($5,000.00).
I. Insurance. Every operator, before commencing operations, shall be insured to the extent of two hundred
fifty thousand dollars ($250,000.00) per person, one million dollars ($1,000,000.00) per occurrence
against liability arising from production, activities or operations incidental thereto conducted or carried on
under or by virtue of auy law, resolution or condition imposed by these regulations, and such insurance
shall be kept in full force and effect during the period of such operations, including site restoration. A
certificate indicating protection by such insurance shall be filed with the application for special permit.
J. Equipment. All equipment used shall be maintained aud operated utilizing standard items, such as
mufflers, filters, etc., as much as possible to eliminate noise, vibration, dust, etc., which are injurious or
substantially annoying to persons living in the vicinity.
K. Hours of operation. All activities shall operate from 7:00 a.m. to 5:00 p.m. Operations shall not be
permitted on Saturdays, Sundays or holidays.
5. Conditions of Special Use Approval Pertaining to This Permit:
J:\FORMS & LETTERSIDEVELOPMENT FORMS\MajQrGrnding & Fill PerrniLdoc
3
Rev!
6. Permit Fees*. f'ef:!o ~ ,j::) ~fLO$~ MW., Q, IT'( OF- """~~ -/<Jet. ~J tJ/1J
{~ ~Olec=. It.!. SUP
10,00 to 100,000 cubic yards $325.00
plus, for each additional 10,000 cy
or fraction thereof:
cy X $66.00/1 OK cy ~ $
100,001 or more
$919.00
plus, for each additional I 0,000 cy
or fraction thereof:
cy X $36.50/1 OK cy ~ $
Total Cubic Yards =
TOTAL Amount = $
*Wheat Ridge Code of Laws Section 5-76.
All permits shaH be applied for prior to fill deposition or excavation operations begin. Any permit applied for
after cutting or filling operations on site are in progress shaH be subject to a double fee aud other penalties as
prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the 100
year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD
PLAIN ZONING ORDINANCE.
I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I
CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH
THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING
CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE
IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT
PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY
POSSESSION OR PERMANENTLY ON THE JOB SITE.
CITY OF WHEAT RIDGE:
City Eng neer
Approval Date
J:\J'ORMS & LETIERS\DEVELOPMENT FORMSlMajor Grading & Fill Pennitdoc
4
Rev 8/07
PERMIT BOND
Bond No.929445241
KNOW ALL MEN BY THESE PRESENTS, That Gerald H. Phipps, Inc.
as Principal, and Continental Casualty Company
corporation of the State of IL
City of Wheat Ridqe, Colorado
as Obligee, in the penal sum of Four Hundred Twenty Seven Thousand Dollars and No Cenls
Dollars ($ 427,000.00 ), for payment which, well and truly to be made, we bind
ourselves, our heirs, executives, administrators, successors and assigns, joinlly and severally,
firmly by these presents.
. a
, as Surety, are held and firmly bound unto
WHEREAS, Principal has applied to Obligee for a Lieense or Permit for Maior Gradinq.
Excavation and Fill for proiect at 1-70 and CO 58 Cabela's Store Site within
Obligee's Municipality.
NOW THEREFORE, the condition of 1l1is obligation is such, that if said Principal shall fully
indemnify and reimburse 1l1e Obligee for any loss it may suffer through the failure of the
Principal faithfully to observe and perform each and every obligation and duty imposed upon the
Principal by the said License or Permit, in the time and in the manner therein specified, then this
obligation to be void; otherwise to remain in full force and virtue in law.
This bond may be temlinated or canceled by Surety by giving thirty (30) days prior notice in
writing from Surety to Principal and said Obligee, such notice to be given by certified mail.
IN WITNESS WHEREOF, the Principal and Surety have signed and sealed this instrument this
14lh day of December ,2007.
Ge(~lrl H Phipr~ In~
::nCi~ ~
Attorney-in-F ci I
\...~
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT
Know All Men By These Presents, That Continental Casualty Company, an Illinois corporation, National Fire Insurance Company of Hartford, an
Illinois corporation, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania corporation (herein called "the CNA Companies"), are
duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the
signatures and seals herein affixed hereby make, constitute and appoint
Douglas C Baesler, Joan C Armstrong, Dell G Van Gilder Jr, Wendy A Olander, Robyn L Lalli, Individually
of Denver, CO, their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf
bonds, undertakings and other obligatory instruments of similar nature
- In Unlimited Amonnts-
and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the
acts ~f said Attorney, pursuant to the authority hereby given is hereby ratified and confinned.
This Power of Attorney is made and executed pursuant to and by authority of the By-Law and Resolutions, printed on the reverse hereof, duly
adopted, as indicated, by the Boards of Directors of the corporations:
In Witness Whereof, the CNA Companies have caused these presents to be signed by their Senior Vice President and their corporate seals to be
hereto affixed on this 2nd day of June, 2006.
Continental Casualty Company
National Fire Insurance Company of Hartford
~"".,'"'.''''''m. ,=",,,,,,,
Thomas P. Stillman
Senior Vice President
State of Illinois, County of Cook, ss:
On this 2nd day of June, 2006, before me personally came Thomas P. Stillman to me known, who, being by me duly sworn, did depose and say:
that he resides in the City of Chicago, State of Illinois; that he is a Senior Vice President of Continental Casualty Company, an Illinois corporation,
National Fire Insurance Company of Hartford, an Illinois corporation, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania
corporation described in and which executed the above instrument; that he knows the seals of said corporations; that the seals affixed to the said
instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he
signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations.
.......................
: ~OFFICIAL SEAL ~ :
: MARIA M. MEDIHA :
. Notary Pvblle. 81ate of ~ ..
: My CommitliOfl Expim 3115101 :
...........................
My Commission Expires March 15,2009
Form F6853-11!200 I
~'-nt.~~
Maria M. Medina Notary Public
CERTIFICATE
a~
Assistant Secretary
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303.235.2846 Fax: 303.235.2857
The City of
Wheat Ridge
Approval of Special Use Permit
WHEREAS, an application for a special use permit was submitted for the property described as
Lots 1,2 and 4 of the Cabela's/Coors Subdivision, Filing 1 Amended Plat referenced as Case No.
SUP-07-11; and
WHEREAS, City stafffound basis for approval of the special use permit, relying on criteria listed
in Section 26-114 of the Wheat Ridge Code of Laws and on information submitted in the case file;
and
WHEREAS, the Community Development Department has properly notified pursuant to Section
26-109 of the Wheat Ridge Code of Laws; and
WHEREAS, there were no registered objections regarding the application;
NOW THEREFORE, be it hereby resolved that a special use permit (Case No. SUP-07-11) is
granted for the property described as Lots 1,2 and 4 of the Cabela's/Coors Subdivision, Filing 1
Amended Plat to perform major grading and fill activities for property zoned Planned Commercial
Development (PCD), based on the following findings of fact:
1. The proposed special use permit will not have a detrimental effect upon the general public
health, welfare, and safety of the surrounding area.
2. If the construction routes established are adhered to, the proposed use will not result in
undue traffic congestion or traffic hazards.
3. With proper controls in place, the proposed use will not adversely affect or impact adjacent
properties.
With the following conditions:
1. The grant of use shall be specific to the applicant and may not be inherited by or transferred
or assigned to another party.
2. The hours of operation shall be limited to 6 a.m. to 7 p.m., Monday through Saturday. Any
extension of these hours must be requested in writing and may be approved by the Director
of Community Development.
3. All construction traffic must utilize either the State Highway 58 Frontage Road access point
or the West 40th A venue access point. Proper permits must be secured from the State or the
City of Wheat Ridge for utilization of these roadways, if applicable. Site workers may
utilize the access point at West 32nd Avenue and the Youngfield Service Road when arriving
to work in personal vehicles.
4. The applicant shall promptly notify the City and County of any changes or field difficulties
in the areas adjacent to County property or the access road to County property.
5. The applicant shall promptly notify the City and County if field conditions differ from what
was stated in the geotechnical engineering study in a way that may impact the safety of the
project.
6. Should damage occur to the County's property, the applicant will make the necessary
repairs to bring the property back to the condition prior to the damage occurring.
7. 60-inch fencing shall be placed around the perimeter of the affected work area for the
duration ofthe grading activities.
8. Grading and fill shall be allowed within the 30-foot setback area from the property
perimeter.
Kenneth Johns -e
Community De elopment Director
1-3-0~
Date
2
CITY OF WHEAT RIDGE
PLANNING DIVISION STAFF REPORT
TO: Community Development Director
CASE MANAGER: Travis Crane
CASE NO. & NAME:
SUP-07-II/Cabela's
DATE OF MEETING:
N/A (Administrative Review)
ACTION REQUESTED:
Request for Special Use Permit to allow major grading and fill import
LOCATION OF REQUEST: Lots 1,2 and 4 of the Cabela's/Coors Subdivision, Filing I Amended Plat
APPLICANT:
Cabela's
APPROXIMATE AREA:
38.85 ac.
PRESENT ZONING:
Planned Commercial Development (PCD)
( )
(X)
( )
COMPREHENSIVE PLAN
ZONING ORDINANCE
SUBDIVISION REGULATIONS
(X)
( )
CASE FILE
DIGITAL PRESENT AnON
ENTER INTO RECORD:
All notification and posting requirements have been met; therefore, there is jurisdiction to make a determination
regarding this request.
I. REQUEST
The applicant is requesting a Special Use Permit to major grading and fill activities on property zoned Planned
Commercial Development (PCD) and located at Lots 1,2 and 4 of the Cabela's/Coors Subdivision Filing One
Amended Plat. Section 26-623 of the Code of Laws specifies that any grading, fill and/or deposition activities
above 20,000 cubic yards require a special use permit. The applicant is proposing to grade and import
approximately 76,000 cubic yards of material on the subject properties.
Pursuant to Section 26-114 of the Code of Laws, the Community Development Director has the ability to
decide upon applications for administrative special use approval, without requirement for a public hearing,
provided the following conditions are met:
1. A completed application package has been submitted and fee paid.
2. The Community Development Department has notified adjacent property owners by letter notice
and the site has been posted for at least ten (10) days,
3. No written objections have been received in such ten-day period;
4. The Community Development Director concludes that the criteria for approval, as set forth below,
are substantially complied with and support the request.
The Community Development Director can impose conditions or stipulations upon the approval, which may
include physical design, operational, and maintenance considerations to ensure compliance with the criteria for
review. Staff is recommending conditions of approval with this request.
The Community Development Director shall also decide the following:
I. Whether the SUP runs with the land in perpetuity; or,
2. Whether the SUP is personal to the applicant and mayor may not be inherited; and lor,
3. Whether the SUP is granted only for a defined period, after which time the special use shall expire
unless renewed subject to all of the requirements of this section
II. PROPERTY DESCRIPTION
The collective properties in question are zoned Planned Commercial Development (PCD), and are
approximately 38 acres in size. The properties are currently vacant (Exhibit I, Site Plan). The applicants intend
to eventually develop the properties; Lots I and 2 will contain a 185,000 square foot retail store. A [mal
development plan for Lots I and 2 was approved by City Council in August of 2006. A building permit
application has not been submitted to date for the construction of the store. Lot 4 has not received approval for a
final development plan to date.
The property received approval of special use permits for major import of material in 2005 and 2006 (SUP-05-
01, SUP-05-04 and SUP-06-05). SUP-05-01 was granted in May 2005 for the excavation, import and grading of
1.5 million cubic yards of fill material. Much of the fill material was excavated from what is now the Coors
water storage facility on Lot 7 of the Cabela's/Coors Subdivision Filing One Amended Plat. SUP-05-04 was a
request for an extension ofSUP-05-01; the Code of Laws allows the special use permit for grading, import and
excavation to be valid for a period of one calendar year. The applicant requested and was granted an extension
to this one year timeframe. SUP-06-05 was a request to amend the special use permit to allow activity on
Sundays. This special use permit was approved administratively; however, the applicant did not utilize the
approval as all activity was completed prior to granting the special use permit.
SUP-07-11/Cabela's
2
m. CASE ANALYSIS
The applicant is requesting a special use permit which would allow the excavation, import and grading of
approximately 76,000 cubic yards offill material. Lot 4 will produce some of the fill material, but a majority of
the material will come from off-site. The applicant indicated that this additional fill material is needed to ensure
the redesigned roadway system, including Cabela Drive and the proposed 1-70 hook ramps, transitions evenly to
the surrounding properties. The connecting roadway system is at a slightly higher grade than the surrounding
properties. The fill material will bridge this gap between the streets and properties. The applicant has indicated
that it is possible a majority of the fill material can come from Lot 4, provided the material is suitable. If this is
the case, large truck traffic to the site will be reduced.
Section 26-623 of the Code of Laws regulates excavation and deposition activities. This section contains some
performance standards for the operations. Performance standards such as setbacks, truck routes, perimeter
fencing, erosion control and drainage, lighting and hours of operation are specified. The Code sets the following
performance standards:
. Grading activities shall be 30 feet from the property lines
. Truck traffic shall not be established in residential neighborhoods
. 72-inch fencing shall be placed around the perimeter of the property
. Erosion control and drainage must be contained onsite and not impact surrounding properties
. Exterior lighting shall comply with Section 26-503 of the Code of Laws
. Hours of operation shall be from 7:00 a.m. to 5 p.m. Monday through Friday
The applicant has requested a few deviations from these performance standards. First, they request that the
hours of operation for this special use permit be from 6 a.m. to 7 p.m., Monday through Saturday. Additionally,
the applicant would like to utilize 60-inch fencing around the perimeter of the properties and have the ability to
grade at the property line, as the transitions between the properties and the right-of-way are crucial. These
requests are similar to the performance standards which were approved for the previous special use permits.
Staff suggests that the route for truck traffic be confined to the Mcfutyre Street and the State Highway 58
frontage road, and from the W. 40th Avenue underpass. Only personnel arriving to the work site may utilize the
West 32nd Avenue access point.
IV. SPECIAL USE PERMIT CRITERIA
Before an administrative special use is approved, the applicant shall show and the Community Development
Director shall find that the proposed special use:
1. The special use will not have a detrimental effect upon the general health, welfare, safety and
convenience of persons residing or working in the neighborhood.
The proposed use will not have a detrimental effect on the general health, welfare, safety and
convenience of persons residing or working in the neighborhood. Lot 4 is the closest point to any
residential, located approximately 390 feet to the closest residential property line. A majority of the
activity will be confined to Lots I and 2, which are approximately 1,000 feet from the nearest
residential property line. With proper controls in place, the adjacent properties should not be affected
by the grading activity.
SUP-07-1l/Cabela's
3
2. The special nse will not create or contribute to blight in the neighborhood by virtue of physical
or operational characteristics.
The request will not create or contribute to blight in the neighborhood. The excavation will be a
temporary operation.
3. The special use will not create adverse impacts greater than allowed under existing zoning for
the property.
With proper controls in place to mitigate noise and air pollution, the operation should not create
adverse impacts on the surrounding properties. The hours of operation will ensure that the
surrounding neighborhoods are not impacted by noise pollution. The perimeter fencing and erosion
control measures should ensure that air pollution does not impact the surrounding properties.
4. The special use will not result in undue traffic congestion or traffic hazards, or unsafe parking,
loading, service of internal traffic conflicts to the detriment of persons whether on or off the
site.
The request should not cause undue traffic congestion or hazard. While construction traffic will be
prevalent onsite during the operation, the equipment will utilize access points which are not adjacent
to residential properties. The only traffic which will utilize the West 32nd AvenueNoungfield Service
Road access point will be workers driving their personal vehicles to the job site. Much of the fill
material will come from Lot 4 and be moved to Lots I and 2. This should minimize the truck traffic
travelling to and from the site.
5. The property is appropriately designed, including setbacks, heights, parking, bulk, buffering,
screening and landscaping, so as to be in harmony and compatible with the character of the
surrounding areas and neighborhood, especially with adjacent properties.
There is no building or landscaping on-site currently. It should be noted that the Code does provide
for a 3D-foot setback for all grading operations; however, the applicant is requesting that this setback
be waived. The critical point of the grading activity is the transition between the right-of-way and the
property line. Complying with this 3D-foot setback would nullifY the reason for the special use
permit.
6. The special use will not overburden the capacities of the existing streets, utilities, parks, schools
and other public facilities and services.
All large truck traffic will occur from the State Highway 58 frontage road or from West 40th Avenue.
The equipment used to grade the fill material will remain onsite during the construction period. The
workers may utilize the West 32nd Avenue access point with their personal vehicles. This request
should not have any impact on utilities, parks, schools or other public facilities. Access to the Table
Mountain Animal Shelter (directly north of Lots I and 2) should not be impacted during the hours of
operation.
7. There is a history of compliance by the applicant and/or property owner with Code
requirements and prior conditions, if any, regarding the subject property.
No history was found regarding code requirements on the subject property. There are no relevant
conditions on this property or the applicant pertaining to this proposal that were found.
8. The application is in substautial compliance with the applicable standards set forth in the
Architectural and Site Design Manual.
SUP-07-IJ/Cabela's
4
There is no building on-site. This criterion does not apply.
V. NEIGHBORHOOD MEETING
A meeting for neighborhood input was held on November 29, 2007. There were two attendees at the meeting.
One attendee was from the immediate neighborhood, the other represented a homeowner's association in
Golden. A summary of the meeting has been attached as Exhibit 2.
VI. AGENCY REFERRAL
Referrals were sent out to impacted agencies with a limited response. Staff received comments back from the
West Metro Fire District which related to the ability to serve the property. Comments were also received from
Jefferson County. The County is concerned with an access easement which was recently established to serve the
Table Mountain Animal Center property. This easement should not be impacted during the excavation and
grading operations.
vn. STAFF RECOMMENDATION
Staff concludes that the proposed use will not have a detrimental effect on the surrounding area. The ten-day
public notice period was held and all adjacent landowners were notified by certified mail. The ten day public
notice period did not produce any relevant objections. Staff suggests that the modifications to performance
standards as listed in Section III of this report should be allowed, but that all other performance standards in
Section 26-623 of the Code of Laws shall be met. Therefore, staff recommends approval of Case No. SUP-07-
II, a request for approval of a special use permit for Lots I, 2 and 4 of the Cabela's/Coors Filing Number I
Amended Subdivision Plat to allow major grading, excavation and fill, for the following reasons:
1. The proposed special use permit will not have a detrimental effect upon the general public health,
welfare, and safety of the surrounding area.
2. If the construction routes established are adhered to, the proposed use will not result in undue traffic
congestion or traffic hazards.
3. With proper controls in place, the proposed use will not adversely affect or impact adjacent properties.
With the following conditions:
I. The grant of use shall be specific to the applicant and may not be inherited by or transferred or assigned
to another party.
2. The hours of operation shall be limited to 6 a.m. to 7 p.m., Monday through Saturday. Any extension of
these hours must be requested in writing and may be approved by the Director of Community
Development.
3. All construction traffic must utilize either the State Highway 58 Frontage Road access point or the West
40th A venue access point. Proper permits must be secured from the State or the City of Wheat Ridge for
utilization of these roadways, if applicable. Site workers may utilize the access point at West 32nd
Avenue and the Y oungfield Service Road when arriving to work in personal vehicles.
4. The applicant shall promptly notify the City and County of any changes or field difficulties in the areas
adjacent to County property or the access road to County property.
5. The applicant shall promptly notify the City and County if field conditions differ from what was stated
in the geotechnical engineering study in a way that may impact the safety of the project.
6. Should damage occur to the County's property, the applicant will make the necessary repairs to bring
the property back to the condition prior to the damage occurring.
7. 60-inch fencing shall be placed around the perimeter of the affected work area for the duration ofthe
grading activities.
8. Grading and fill shall be allowed within the 30-foot setback area from the property perimeter.
SUP-07-11/Cabela's
5
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ClI3IERAL NOlESo
1, LOCATION Of EXISTING UTlUllES SHAll BE VERIFIED BY CONTRACTOR PRIOR TO DAlE OF CONSTRUC1l0N. FOR
INFORMATION CONTACT: UllUTY NOllFlCAllON CENlER OF COLORADO AN LOCAl MUNICIPALITY UllUTY DEPARTMENTS.
THE CONTRACTOR SHALl FIELD VERIFY SIZE. AND HORIZONTAl AND VERTICAl LOCAllONS Of EXISTING fACIUTlES PRIOR
TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANClES.
2. THE CONTRACTOR SHAll HAVE ONE (1) COpy Of PLANS AND ONE COPY OF THE APPROPRIAiE DESIGN AND
CONSTRUCllON STANDARDS AND SPECIFICATIONS ON THE JOB S1lE AT ALL TIMES.
3. CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER fORTY EIGHT (48) HOURS PRIOR TO THE START OF
CONSTRUCTION.
4. BENCHMARK:
BASIS OF ELEVATION BASED ON NGS CONTROL POINT "F 412", A STAINLESS STEEL ROD AT THE INTERSECllON OF
KIPUNG STREET AND WEST 32ND AVENUE WITH A NAVD88 ELEVAllON OF 5,562.74 FEET. "F 412" IS A FIRST ORDER,
SECOND CLASS CONTROl POINT.
MARllN/MARllN, INC ASSUMES NO RESPONSl81UTY FOR THIS SURVEY. CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFICATION OF ALL EXISTING ELEVAllONS AND CONTOURS PRIOR TO CONSTRUCTION. NOllFY PROJECT COORDINATOR
AND ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCll0N.
5. BEARINGS USED ARE COLORADO STATE PLANE, CENTRAL ZONE, NAD 83/92 BASED ON A BEARING OF S50"08'11-E
FROM NGS CONTROl POINT "f 411 RESET" BBNG A STEEL ROD AND NGS CONTROL POINT "0 412" BEING A STEEL ROD
AS OBTAINED FROM NGS BASED ON COLORADO HIGH ACCURACY REFERENCE NETWORK (CHARN).
6. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR LANDSCAPING IS THE RESPONSIBIUTY OF THE
CONTRACTOR.
7. ALL CONSTRUCllON ACTIVlllES MUST COMPLY WITH THE STATE OF COLORADO PERt.1ITTlNG PROCESS FOR "STORM
WATER DISCHARGES ASSOCIAlED WITH CONSTRUCTION ACllV1TY." FOR INFORMAll0N, PLEASE CONTACT COLORADO
DEPARTMENT Of HEALTH, WATER QUALITY CONTROL DIVISION, WQCO-PE-B2, 4JDO CHERRY DRI'w"E SOUTH, DENVER,
COLORADO 80222-1530. ATlENTION: PERMITS AND ENFORCEMENT SECll0N. PHONE (303) 892-3590.
8. IF DEWATERING IS REQUIRED, A STATE CONSTRUCll0N DEWATERING DISCHARGE PERt.1IT IS REaUIRED FOR
DISCHARGES TO A STORM SEWER, OiANNEL., IRRIGA1l0N DITCH, ANY STREET THAT IS TRIBUTARY TO THE
AFOREMENll0NED FACIUllES, OR ANY WATERS OF THE UNITED STATES. CONTRACTOR IS RESPONSIBLE fOR SECURING
THE PERl-IlT.
9. THE TYPE, SIZE, LOCAll0N AND NUMBER Of ALL KNOWl>l UNDERGROUND UllUllES ARE APPROXIMATE WHEN SHOWN
ON THE DRAWINGS. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCAll0N
OF ALL UNDERGROUND UllUllES ALONG THE ROUTE OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE fOR
UNKNOWN UNDERGROUND UTIUTIES. CONTRACTOR SHALL FlaD LOCATE ALL EXlSllNG UllUllES, HORIZONTAL AND
'w"ERllCALLY, PRIOR TO CONSTRUCllON.
10. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCllON, THE CONTRACTOR SHALL CONTACT ALL UllUTY
JURISDICTIONS TO COORDINATE SCHEDULES.
11. THE CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS fOR
A PERIOD OF ONE-YEAR FROM THE DATE OF ACCEPTANCE.
12. CONTRACTOR SHAlL REGULARLY PATROL THE PUBUC LANDS ADJACENT TO THE DEVElOPMENT, REMOVE
CONSTRUCll0N DEBRIS AND KEEP CLEAN AND SAFE.
13. THE CONTRACTOR SHALL FURNISH THE OWl>lER WITH A SET Of "RECORD- PLANS PRIOR TO ENTERING INTO THE
ONE-YEAR WARRANTY PERIOD. THE PLANS SHALL BE ACCOMPANIED BY A L.ETTER SEALED AND SIGNED BY A
REGISTERED LAND SURVEYOR AS TO THE COMPLETENESS OF THE RECORD PLANS.
14. CONTRACTOR SHALL OBTAIN ALL PERMITS FOR UllUTY INTERFERENCE AND TRAffiC CONTROL ALL REQUIRl:D
PERMITS SHALL BE OBTAINED BY CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORK ON PROJECT.
15. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE fOR CONDITIONS AT AND ADJACENT TO THE
JOB SITE, INCWDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERfORMANCE OF THE WORK. THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMllEO TO NORMAL WORKING HOURS.
16. THE DUTY OF THE OWNER!ENGlNEER TO CONDUCT CONSTRUCTION RE'IIlEW OF THE CONTRACTOR'S PERFORMANCE IS
NOT INTENDED TO INCLUDE REVIEW Of THE ADEQUACY OF THE CONTRACTOR'S SAFElY MEASURES IN, ON OR NEAR THE
CONSTRUCTION SITE.)
17. REFER TO RECOMMENDAllONS REGARDING EXCAVAll0N, COMPACTION, EMBANKMENT, OVER EXCAVAllON, TOPSOIL
REMOVAL AND PLACEMENT, WITHIN SOIL REPORT.
18. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THE OWNER'S REPRESENTAllVE, AND THE CITY, OF ANY
PROBlEMS IN CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO
ITS CONSTRUCTION.
19. A WATER TRUCKS WILL BE PROVIDED, BY THE CONTRACTOR TO KEEP DUST IN CHECK. CONTRACTOR IS
RESPONSIBLE FOR WATER SUPPlY AND HAUL AS NEEDED.
20. ANY SETlI..EMENT OR SOIL ACCUMULAllON, BEYOND THE PROPERTY UMITS, DUE TO GRADING OR EROSION SHALL
BE REPAIRED, BY THE CONTRACTOR, IMMEDIAlaY, INCWDING EROSION CONTROL MEASURES IN PLACE.
21. NO GRADING SHALL TAKE PLACE UNTIL ALL APPROPRIATE PERMITS HAVE BEEN OBTAINED.
22. ANY CONSTRUC1l0N DEBRIS OR MUD TRACKING ONTO THE PUBUC RIGHT-Of-WAY, RESULTING FROM THE PROJECT,
SHALL BE REMOVED IMMEDIAlaY, BY THE CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY FIX ANY EXCAVATION,
OR PAVEMENT FAIWRE CAUSED BY THE PROJECT, AND SHALL PROPERLY BARRICADE THE SllE UNTIL CONSTRUCTION IS
COMPLETE. FAIWRE, BY THE CONlRACTOR, TO CORRECT ANY OF THE ABOVE WITHIN 48 HOUR Of WRITTEN NOllCE,
SHALL CAUSE THE OWNER TO ISSUE A STOP WORK ORDER AND/OR DO THE WORK AND MAKE A CLAIM AGAINST THE
PROJECTS LETTER OF CREDIT FOR ANY COSTS INCURRED.
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING UllUTY LOCAll0NS AT LEAST 48 HOURS PRIOR TO
COMMENCEMENT OF CONSTRUCll0N.
24. THE CONTRACTOR SHALL PROVIDE ALL UGHTS, SIGNS, BARRICADES, FLAG PERSONS, OR OTHER DEVICES
NECESSARY TO PROVlOE FOR PUBUC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAffiC
CONTROL DEViCES.
25. THE CONTRACTOR SHALL LOCATE ALL PROPERTY UNE PINS THAT DEFINE THE PERIMETER Of THE PROPERTY.
26. GRADE SHOWN HEREIN IS FINAL. FINISHED GRADE, INClUDING TOP SOIL OR PAVEMENTS. FINAL ELEVAll0NS OF
SUBGRADES ARE TO BE APPRO'w"ED BY PROJECT COORDINATOR.
SPECIAL USE PERMIT
CABELA'S GRADING
CITY OF WHEAT RIDGE, COLORADO
OVEILOT ClIlADINQ NOlESo
1. ALL SllE GRACING SHALL CONFORM TO THE RECOMMENDATIONS OF THE LATEST SOILS INVESllGAll0N FOR THIS
PROPERTY.
2. TEMPORARY CUT/FlLL SLOPES SHALL NOT EXCEED.A STEEPNESS Of 1.5:1 (H:V). PERMANENT SLOPES SHALL NOT
EXCEED 4:1 (H:V).
3. CLEAR AND GRUB EXISTING PLANT GROWTH PER SOIL ENGINEER RECOMMENDATION.
4. THE CONTRACTOR SHALL ONLY CROSS THE EXISTING DENVER WATER DEPARTMENT CONDUITS AND ASSOCIATED
EASEMENT AT DESIGNATED AREAS WllH EXISllNG CONCRETE STRUCllIRES AFTER VERIFICATION, BY THE CONTRACTOR,
lHAT lHE EXISllNG STRUCllIRES CAN PROVIDE THE NECESSARY SUPPORT OF CONSTRUC1l0N OPERATIONS. IF
APPROVED BY THE DENVER WATER DEPARTMENT, THE CONTRACTOR MAY SUBMIT DOCUMENTS FOR APPROVAL BY THE
OENVER WATER DEPARTMENT TO CONSTRUCT ADDl110NAL CONCRETE STRUCllIRE5, PER DENVER WATER DEPARTMENT
REGULATIONS, AT ALTERNATE LOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE EXISllNG
DENVER WATER DEPARTMENT CONDUITS ARE NOT DAMAGED DURING GRADINGjEARTHWORK OPERA1l0NS.
5. CONSTRUCllON FENCING IS TO MEET CITY REQUIREMENTS PER SPECIAL USE PERMIT COND1110NS.
6. COMPACTION STANDARDS FOR EARTHWORK SHALL MEET LAlEST SOIL INVESllGATION RECOMMENDATIONS.
~
EXf511NG PROPOSED
---- PROPERTY UNE ----
CONSTRUCTION UMrT -----
----- EASEldENT -----
CURB" GUTTER
---5750--- CONTOURS -5750--
0 MANHOlE .
---,-5T---- STORM~ ----,ST-
----RD---- ROOF DRAIN _0--
D INLET .
< FLARED END SECllON -<
.GN ...
DIRECllON OF FLOW -
0 OREE
DRIVE OESCRIPTIONS DRI'w"E
EROSION CONTROL. N01ESo
1. ALL GRACING, EROSION, AND SEDIMENT CONTROL MUST CONFORM WITH PlANS. REVISIONS TO DISllIRBANCE
AREAS, SLOPES, AND/OR EROSION AND SEDIMENT CONTROL MEASURES ARE NOT PERMITTED WITHOUT PRIOR
APPROVAL FROM lHE OWNER'S REPRESENTAllVE.
2. THE CONTRACTOR IS RESPONSIBLE fOR OBTAINING A PERMIT FOR STORM WATER OISCHARGES ASSOCIAlED WITH
CONSTRUCTION ACTIVITY FROM THE COLORADO DEPARTMENT OF PUBUC HEALTH AND ENVlRONMENT, AT LEAST 10
DAYS PRIOR THE START OF CONSTRUCll0N ACTIVlllES FOR LAND DlSTlJRBANCE AREAS OF ONE ACRE OR GREATER.
THE PERMIT MUST BE KEPT CURRENT THROUGHOUT tHE CONSTRUCTION DURAll0N.
3. EROSION CONTROl MEASURES MUST BE INSTALLED PRIOR TO GRADING ACTIVlllES.
4. ALL TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENT CONTROL PRACllCES IdUST BE MAINTAINED AND
REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. FOR EXAMPLE, EROSION
CONTROL BLANKETS, STRAW BALE DIKES OR SILT FENCES MAY REQUIRE PERIODIC REPLACEMENT. SEDIMENT TRAPS
AND BASINS WILL REQUIRE PERIODIC SEDIMENT REMOVAL
5. ALL TOPSOIL. WHERE PHYSICALLY PRACTICABLE, MUST BE SALVAGED AND NO TOPSOIL SHALL BE REMOVED FROM
THE SITE EXCEPT AS SET FORTH IN THE APPROVED PLANS. TOPSOIL AND OVERBURDEN MUST BE SEGREGATED AND
STOCKPILED SEPARAlaY. RUNOFF FROM THE STOCKPILED AREA IdUST BE CONTROLLED TO PREVENT EROSION AND
RESULTANT SEDIMENTATION OF RECEIVING WATER.
6. THE CONTRACTOR MUST IMMEDlATELY TAKE ALL NECESSARY STEPS TO CONTROL INCREASED SEDIMENT
DISCHARGE.
7. THE CONTRACTOR IS RESPONSIBLE FOR CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL
DRAINAGE INFRASTRUCllIRE AND OTHER PUBUC FACIUllES.
8. THE CONTRACTOR MUST TAKE REASONABLE PRECAUTIONS TO ENSURE THAT VEHICLES DO NOT TRACK OR SPILL
EARTH IdATERIALS ON TO STREETS/ROADS AND MUST IMldEDIAlaY REMO'w"E SUCH MATERIALS IF THIS OCCURS.
9. THE CONTRACTOR IS RESPONSIBLE FOR CONTROWNG WASTE SUCH AS DISCARDED MATERIALS, TRUCK WASHOUT,
CHEMICALS, UTTER, AND SANITARY WASTE, AS APPUCABLE. IN ACDlll0N, SPILL PREVENll0N AND CONTAINMENT
BMP'S FOR CONSTRUCTION MATERIALS, WASTE, AND fUEL MUST BE PROVIDED, AS APPUCABL.E.
10. FOR AREAS THAT WILL NOT RECEI'w"E PERMANENT EROSION PROTECTION WITHIN 90 DAYS TEMPORARY VEGETATIVE
CO'w"ER CONSISTING OF SPECIES MIX NOTED Baow MUST BE DRILL SEEDED AT 30 POUNDS PURE U'w"E SEED PER
ACRE. MULCH CONSISTING OF WEED-FREE HAY, APPUED AT A RATE OF 1.5 TONS PER ACRE AND CRIMPED MUST BE
USED TO STABIUZE THE EXPOSED SURfACE. MULCH MUST BE MECHANICALLY CRIMPED INTO THE SOIL
(TEMPORARY) SEED MIX
"""'"
CRESTED WHEA TGRASS OF AIRWA '("
WESTERN Wl"lEATGRASS "ARRIBA" OR "BARTON~
SMOOTH BROME ~UNCOlN" OR "MAN CHAR"
TAll FESCUE "K-31-
SIDEOATS GRAMA
BWE GRAMA
"OF t.lll( (RYWFlC'....!n
'"
20.
20.
20.
10.
10.
11. FUGl11VE DUST EMISSIONS RESULllNG FROM GRADING ACTIVlllES AND/OR WIND SHALL BE CONTROLLED USING
THE BEST AVAILABLE CONTROL TECHNOLOGY, AS DEFINED BY THE COLORADO DEPARTMENT OF PUBUC HEALTH AND
ENVIRONMENT, AT THE TIME OF GRADING.
12. ADD1110NAL EROSION CONTROL MEASURES MAY BE REQUIRED DURING CONSTRUC1l0N, AND SHAll BE INSTALLED
WllHlN 24 HOURS, OR WITHIN THE TIME FRAME SET FOURTH SY THE CITY INSPECTOR.
13. PERt.1ANENT OR TEMPORARY SOIL STABIUZATION MEASURES SHALL BE APPUED TO DlSllIRBED AREAS WITHIN 14
DAYS AFTER FINAL GRADE IS ACHIEVED ON ANY POR1l0N Of THE SITE. OR TO DISllIRBED AREAS THAT MAY NOT BE
AT FINAL GRADE, BUT ARE TO BE LEFT DORMANT FOR A PERIOD OF TIME OF MARE THAN 30 DAYS.
14. DISllIRBED PORll0NS OF THE SITE WHERE CONSTRUC1l0N ACllV111ES HA'w"E PERt.1ANENTLY CEASED SHALl. BE
STABIUZED WITH PERMANENT SEED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACllVlTY. UNIFORM
VEGETAllVE COVER SHALL BE ESTABUSHED TO 70X
15. THE EROSION AND SEDIMENT CONTROl.. PLAN MAY BE MODIFIED BY THE OWNER'S REPRESENTAllVE, AS FIELD
CONDITIONS WARRANT.
SHFFT INOFX
0100
01"
Cl02
Cl03
0104
Cl05
Cl06
Cl07
C150
C1S1
C152
C153
COVER SHEET
CA8ELA'S SITE GRADING
SALTER PARca GRADING
CABELA"S SITE EARTHWORK
SALTER PARca EARTHWORK
CABElA'S SITE CROSS SECll0NS
CABELA'S SITE CROSS SECTIONS
SALTER PARca CROSS SECTIONS
EROSION CONTROL PLAN !CABELA'S SITE)
EROSION CONTROL PLAN SALTER PARca)
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
CALL UTILITY NOTIFICA liON
CENTER OF COLORADO
1-800-922-1987
OR 232-1991
IN MElRO
DENVER
CAll. 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE
FOR MARKING OF UNDERGROUND
MEMBER UllUllES
MARllN/MARllN assumes na re
The utll1tlesshown on thIs dro'
best available Information. It I~
respansibilityto field verify the
the commencement of ooyCOI
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68.000
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17.000 (FlLL)
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31.000 (cuT)
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1, METES AND BOUNDS SHOWN WIll BE F1NAUZED
BY AMENDED PLAT BY FARNSWORTI-l GROUP.
2. FOR SllE CROSS SECilONS A-A, B-B, AND
c-c. RE: SHEET C105.
3, FOR SllE CROSS SECilONS 0-0, E-E, AND F-F.
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MARilN,/t.!ARTIN assumes na respansibility far utility locctlons.
The util1ties shown on this drowlng hov~ b~en. plotted from the
best avalloble lnformotlon. ltls, however. thecontroctors
responsibllltytofleld verify the location of all utnltlesprlor
ta th~ commencement of ony construction.
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COMPACTION rACTOR NET
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2 0 17,000 17,000 (FILL)
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TOTAL 54,000 85,000 Jl.000(CU1)
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1. METES AND BOUNDS SHOWN WILL BE F1NAUZEO
BY AMENDED PLAT BY FARNSWORTH GROUP.
2. SALTER CROSS SECTIONS. RE: SHEET C107.
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30 15 [] 30 60
SCAL.E'"",JO'
MARl1N/MARllN assumes no responslblltty for utility 10<:0tlo115.
The utilil1es shown on this drawing hove been plotted from the
bestovoilable Information. !tls, however, the contractors
responsibility to field verify the location a~ all utilItIes prior
to the commenceme.nt of (my construction.
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N/MARl1N assumes no responslbnlty for utlllty locations.
utilities shown on thIs drawing hove been plotted from the
ovanoble information. It Is, however, the contractors
ity to field verIfy the [acatlon of all ut~ities prior
the commencement of ony'constructlon.
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STORM SEWER -----<,-
ROOF DRAIN --Rl>--
INLET .
FlARED END SECTION ...
"ON .s-
DIRECTION Of flOW -+
mEE
DESCRIPTIONS DRJVE
EABlIfHllBI<
FILL WllH 15%
CUT COMPACTION FACTOR NET
rcY\ rcY\ rcV'!
9,000
,
45,000
59,000 (FILL)
17,000 (FJLl)
45,000 (CUl)
6B,000
17,000
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METES AND BOUNDS SHO'NN WlLl. BE FINALIZED
BY AMENDED PLAT BY FARNSWORTH GROUP.
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MARTIN/MARTlN (Issumes no responsibil1tyfor utility location!!.
The utllitles shown on this !lrowlng hove been plotted from the
bastoyollablelnformotlon. It Is, however, the contractors
responslbnlty to field verify the locatIon of 011 utlllUes prIor
to the commencement of any construction.
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C153
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303/ 235-2846 Fax: 303/235-2857
The City of
Wheat Ridge
NEIGHBORHOOD MEETING RECAP
Date:
29 November 2007
City Staff Present:
Travis Crane
Location of meeting:
City Council Chambers
Wheat Ridge Municipal Building
7500 W. 29th Avenue
Property address:
Approx. 4000 Cabela Drive
Property owner(s):
Cabela's
Property Owner(s) present?
No
Applicant:
Cabela's
Existing Zoning:
PCD, Planned Commercial Development
Comprehensive Plan Designation: Community Commercial
Existing Use/site conditions:
Vacant Property
Applicant's Proposal: The applicant would like to apply for a special use permit which would
allow the import and grading of approximately 76,000 cubic yards of fill material. The material is
needed to transition grades between the property and the right-of-way.
The following issues were discussed: There were two attendees at the meeting. Questions were
asked about the previous special use permits, and routes of construction traffic to and from the site.
A question was raised regarding the existing pedestrian trail and its functionality during the process.
A few questions were asked about the vesting of property rights as they relate to the special use
permit. General questions were asked about the timeframe of the operation. Finally, a lengthy
discussion occurred regarding the legal right to access the property. One attendee felt that the
property owners did not have the right to access the property, as the three access points identified in
the environmental assessment had not been constructed.
EXHIBIT 2
:x.
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City of Wheat Ridg~ i
Department of Public Works
7500 WEST 29 TH AVENUE
WHEAT RIDGE, CO 80033
(303) 235.2861
FAX (303) 235-2857
DEPARTMENT OF PUBLIC WORKS
January 3, 2008
William Willis, P .E.
MartinIMartin
12499 West Colfax
P.O. Box 151500
Lakewood, CO 80215
Re: - Second Review Comments of the Major Grading Special Use Permit Plans and the 3rd submittal of
the SWMP for the Cabela's Development.
Dear Mr. Willis,
I have completed the second review of the above referenced Plans received on December 18,2007 and
the third review of the SWMP received on January 3, 2008.
This letter is to inform you that the Major Grading Special Use Permit and Stormwater Management
Plans for the above referenced project have been reviewed and approved for use with the Major
Grading/Fill Permit Application.
Please be advised that the (no-charge) Major GradingIFill Permit is for the importation and overlot
grading of the major fill only, and not for final grading ofthe Cabela's site. A separate Minor
Grading/Fill Permit shall be required upon approval of the Foundation Permit Application for the top 6"
offinal grading to be performed.
If you have any questions, please contact me at 303.235.2864.
Sincerely,
;)--/Ad.~, -".. ___
David F. Brossman, P.L.S.
Development Review Engineer
cc: Ken Johnstone, Director of Community Development
Tim Paranto, Director of Public Works
Steve Nguyen, Engineering Manager
Russ Higgins, Field Services Supervisor
Travis Crane, Planner
Bill Willis, Principal (MartinIMartin)
File
Cabelas - Major Grading SUP Plans (1-3-08) - approval.ltr.doc
[lNSOLIDATED
mutual water
~
December 26, 2007
The City of Wheat Ridge
Community Development
Mr. Travis Crane
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
Re: Case Number WZ-07-05 - Cabe/a's
Dear Mr. Crane:
This will acknowledge receipt of your correspondence dated December 19, 2007
regarding the above referenced property.
-. - -
Our comments remain the same .as. in prior correspondence to the Community
Development Department. We have no additional comments or changes for the above
referenced project.
If you should have any questions or comments regarding this correspondence, please
contact this office.
Sincerely,
l
MichaelJ. Glade
Vice President
Ilw
cc: Michael E. Queen, CMWCo President
GregM. Stroeder, CMWCo Water Di$tribution Manager
NealA.: Santangelo,CMWCoSer'lior Project Engineer
. Scott Hatcher; CMWCo Project Engineer
THE CONSOLIDATED MUTUAL WATER COMPANY
12700 WeSt 27th Avenue . P.O. Box 150068. Lakewood, Colorado 80215
Telephone (303)238-0451' Fax (303)237-5560
!Pd 1E(cIE~VIED
DEe 1 1 2007
Board of County Commissioners
----- ---------
Jim Congrove
'District NO.1
J. Kevin McCasky
District No.2
Kathy Hartman
District No.3
December 17, 2007
Travis Crane
City of Wheat Ridge Planning Division
7500 West 29th Avenue
Wheat Ridge, CO 80033
RE: Special Use Permit Grading SUP-07-11
Dear Mr. Crane:
Thank you for the referral on the grading activities planned for the Cabela's/Coors properly.
Cabela's granted an access easement to the County (reception number 2007103485). The
construction plans do not show this easement. Also, Section 4 of the Access Easement
Agreement requires the construction of a 34' wide access road over the existing access
easement. Although the Special Use plans were not to scale, the approximate width according
to the non-scaled drawings is about 28-30 feet.
As you may know, there are grading activities occurring on the County's properly. In November, .
the County sent Wheat Ridge a referral on the grading plans for our property to the north of the
Cabela's site. Last week, Wheat Ridge was sent a referral on the grading efforts for the re-
design of the wetlands. The Special Use permit plans do not show how the grading ties in to the
County's properly or how it ties into the redesign of the wetlands.
Finally, please provide the County plans showing the location of the overftow for the water
quality pond on the northeast corner of the site. The overflow needs to be located away from the
existing animal sheller and the outfall pipe will need to be sized appropriately to avoid impacts
to the County's properly.
If you have any questions, please contact me at 303-271-8567.
Sincerely,
fi~
Kate Newman
Special Projects Coordinator
100 Jefferson County Parkway, Golden, Colorado 80419
(303) 279-6511
hllp:/fjeffco.us
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Oty of Wheat Ridge \ I
Department of Public Works
DEPARTMENT OF PUBLIC WORKS
(303) 235-2861
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033
FAX (303) 235-2857
December] ], 2007
William Willis, P.E.
Martin/Martin
12499 West Colfax
P.O. Box ]5]500
Lakewood, CO 80215
Re: - First Review Comments of the SUP Major Grading Plans for the Cabela's Development located west of!-
70, south of CO 58, and north of 32"d Avenue.
Dear Mr. Willis,
I have completed the first review of the above referenced documents received on December 4, 2007, and have the
following comments:
CIVIL ENGINEERING
Cabela's Major Grading Special Use Permit Plans
Sheet CIOO (Cover Sheet and Notes):
1. Please modify Note 2 to read: "THE CONTRACTOR SHALL HAVE ONE (I) APPROVED COPY OF
PLANS, SWMP, AND THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND
SPECIFICATIONS ON THE JOB SITE AT ALL TIMES."
2. Please modifY Note]] to read: "THE CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE
FROM DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE-YEAR FROM
FINAL ACCEPTANCE. THE CONTRACTOR SHALL WARRANT ANY WORK PERFORMED
WITHIN THE PUBLIC ROW TO BE FREE FROM DEFECTS IN WORKMANSHIP AND
MATERIALS FORA PERIOD OF TWO (2) YEARS FROM THE DATE OF FINAL ACCEPTANCE
BY THE CITY OF WHEAT RIDGE.
3. Need to modifY Note] 2 from".. .REGULARL Y PATROL PUBLIC LANDS ADJACENT TO THE
DEVELOPMENT. .." to read, "REGULARLY PATROL THE LAND ADJACENT TO THE
DEVELOPMENT..."
4. Need to replace the Erosion Control Notes with the current City-Standard Erosion Control Notes (please
see attached sheet).
5. Need to replace the Temporary Seed Mix with the current City-Standard mix (please see attached sheet).
Sheet CIOI (Cabela's Site Grading):
]. Need to clearly show the parcel boundary and the limits of construction or operation on the Site Grading
Plan.
2. All proposed structures that are not to be constructed with this SUP need to be shown as a light or shaded
linetype (and a note indicating they are being shown for reference purposes only).
Sheet CI02 (Salter Parcel Grading):
]. IdentifY the Subdivision name along with Lot 4.
2. Need to clearly show the parcel boundary and the limits of construction or operation on the Salter Parcel
Grading Plan.
Sheet ClO3 (Cabela's Site Earthwork):
1. Need to clearly show the parcel boundary and the limits of construction or operation on the Plan.
Sheet C I 04 (Salter Parcel Earthwork):
I. Need to clearly show the parcel boundary and the limits of construction or operation on the Plan.
2. Ifthe structures shown on the plan are to be removed, please indicate as such. If these structures no longer
exist please remove them from the Plan.
Sheet ClO5 (Cabela's Site Cross-Sections):
1. No comments at this time.
Sheet ClO6 (Cabela's Site Cross-Sections):
1. Need to darken the proposed grade linetype - can't see it.
Sheet ClO7 (Salter Parcel Cross-Sections):
1. No comments at this time.
Sheets CI50 (Erosion Control Plan - Cabela's Site):
1. Need to identify the methods(s) of slope stabilization. If there are different methods to be used you should
show the areas where they are to be used and also include in the Legend.
Sheet CI51 (Erosion Control Plan - Salter Parcel):
1. Rename the sheet to SALTER PARCEL EROSION CONTROL PLAN.
2. Need to identify the methods(s) of slope stabilization. If there are different methods to be used you should
show the areas where they are to be used and also include in the Legend.
Sheets CI52 and 153 (Erosion Control Details):
I. Please replace these details with the current City-Standard Erosion Control Details.
ADDITIONAL ENGINEERING
This submittal was forwarded to the Projects Supervisor, Mr. Mark Westberg, P.E., 303.235.2863, for review.
Please find his review comments (in the form of a memo) attached to this letter.
STORMW ATER OUALITY MANAGEMENT
This submittal was forwarded to the Stormwater Quality Program Manager, Mr. Bill LaRow 303.235.2871 for his
review. Please find his review comment Memo attached to this letter.
2
Cabelas DevelopmencSUP Plans_ review! (12-11-07) ltr.doc
The Public Works Department requires 2 signed and stamped copies of the revised Major Grading
Special Use Permit Plans, and include a CD-ROM containing the revised document in PDF. Please
provide these with the next submittal. (NOTE: The PDF file of the SUP Plans may he combined with the
Final Drainage Report for submittal on CD-ROM).
NPDES Permit
The area of the proposed development is greater than I acre and therefore shall comply with NPDES regulations.
The NPDES permit for construction activities is issued by the State through the Colorado Discharge Permit
System (CDPS), and may be obtained by contacting the Colorado Department of Public Health & Environment,
Water Quality Control Division. A copy ofthe CDPS Permit and Stormwater Management Plan (SWMP) is to be
submitted to the Department of Public Works prior to issuance of any GradingIFill or Building Permits.
Public Improvements
All Public Improvements shall be completed in accordance with the Annexation and Development Agreement
dated December 20, 2004.
Right-of-Way Construction Permit(s)/Licensing
Prior to the construction of any improvements, utility service connections, etc. within the public Right-of-Way,
the required Right-of-Way Construction Permit(s) and respective licensing shall be submitted to the Department
of Public Works for processing. Right-of-Way Construction Permits are issued only after approval of all required
technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final
Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion
Control Plan, and easement and/or ROW dedications.
2- Year Warranty Period for Public Improvements
The Contractor shall warrant all work performed within the public right-of-way for a period of two (2) years,
commencing upon completion of all constructed public improvements and Final Acceptance by the City
Inspector. Prior to the expiration of said 2-year Warranty Period, if the City Inspector deems that the constructed
public improvements are in such condition as to require repairs or replacement, the Contractor shall complete
such repair work upon request per the City of Wheat Ridge Permit Testing and Inspection Requirements.
The above comments are as ofthe date reviewed and may not reflect all comments from other departments
or reviewing agencies.
If you have any questions, please contact me at 303.235.2864.
Sincerely,
;)--/.4-4~,
./1,. I .::1'rL-
David F. Brossman, P.L.S.
Development Review Engineer
cc: Steve Nguyen, Engineering Division Manager
Mark Westberg, Projects Supervisor
Travis Crane, Planner
William LaRow, Stormwater Quality Program Manager
File
3
Cabe!as Development_SUP Plans_ reviewl (12-11-07) ltr.doc
GRADING AND EROSION CONTROL (GEC) PLAN GENERAL NOTES
1. THE APPROVAL GRANTED IN WRITING FOR THIS DOCUMENT INDICATES THE CITY OF WHEAT RIDGE PUBLIC
WORKS DEPARTMENT, ENGINEERING DIVISION, HAS REVIEWED THE DOCUMENT AND FOUND IT IN
GENERAL COMPLIANCE WITH THE CITY OF WHEAT RIDGE SUBDIVISION REGUtATlONS AND/OR THE URBAN
DRAINAGE AND FLOOD CONTRO DISTRICT CRITERIA MANUAL THE CITY OF WHEAT RIDGE ENGINEER,
THROUGHACCEPTANCEOFTHISDOCUMENT,ASSUMESNORESPONSIBILlTY(OTHER THAN AS STATED
ABOVE) FOR THE COMPLETENESS ANOJOR ACCURACY OF THESE DOCUMENTS.
2. THE ADEQUACY OFTHISGEC PLAN LIES WITH THE ENGINEER OF RECORD.
3. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BYTHECITYO FWHEATRIDGE
ENGINEERINGDIVIS10N.CITYOFIMiEATRlDGERESERVESTHERIGHTTOACCEPTOR REJECT ANY SUCH
MATERIALS AND WORKMANSHIP THAT ODES NOT CONFORM TO THE GEC PLAN.
4. THE PLACEMENT OF EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPs) SHALL BE
IN ACCORDANCE WITH THE CITY OF WHEAT RIDGE _ ACCEPTED GEC PlAN AND THE URBAN DRAINAGE AND
FLOOD CONTROL MANUAL.
5. ANY VARIATION IN MATERIAL, TYPE OR LOCATION OF EROSION AND SEDIMENT CONTROL BMPs FROM THE
CITY OF WHEAT RIDGE. ACCEPTED GEC PlAN WILL REQUIRE APPROVAL FROM AN ACCOUNTABLE
REPRESENTATIVEOFTHEClTYOFWHEATRIDGEENGINEERINGDlVlSION.
6. AFTER THE GEC PLAN HAS BEEN ACCEPTED. THE CONTRACTOR MAY INSTALL THE INITIAL-STAGE EROSION
CONTROL AND SEDIMENT CONTROL BMPS INDICATEO ON THE ACCEPTED GEC PLAN.
7. THE FIRST BMPTO BE INSTALLED ON THE SITE SHALL BE CONSTRUCTION FENCE, MARKERS, OR OTHER
APPROVED MEANS OF DEFINING THE LIMITS OF CONSTRUCTION, INCLUDlNG CONSTRUCTION LIMITS
ADJACENT TO STREAM CORRlDORSANO OTHER AREAS TO BE PRESERVED.
8. THE GEC OPERATOR SHALL STRICTLY ADHERE TO THE CITY OFWHEAT RIDGE-APPROVEO LIMITS OF
CONSTRUCTION AT ALL TIMES. THE CITY OF WHEAT RIDGE ENGINEERING DIVISION MUST APPROVEANY
CHANGES TO THE LIMITS OF CONSTRUCTION AND, AT THE DISCRETION OF THE ENGINEERING DIVISION,
ADDITIONAL EROSION/SEDIMENT CONTROLS MAY BE REQUIRED IN ANY ADDITIONAL AREAS OF
CONSTRUCTION.
9, PRIOR TO ACTUAL CONSTRUCTION, THE PERMITTEE SHALL VERIFY THE LOCATION OF EXISTING UTILITIES.
FOR INFORMATION, CONTACT THE DENVER INTER-UTILlTY GROUP AT 1-800-922-1981 OR FAX AT
(303)53<<i1oo.
10. NATURAL VEGETATION SHALLBERETAINEDANDPROTECTEDIMiEREVER POSSIBLE . EXPOSURE OF SOIL
TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THEAREA REQUIRED
FOR IMMEDIATE CONSTRUCTION OPERATIONS.
11. ACOPYOFTHEACCEPTEDGECPLANSSHALLBEONSITEATALLTIMES.
12, ALL CONSTRUCTION TRAFFIC MUST ENTER/EXlT THE SITE THROUGH THE CITY OF WHEAT
RIDGE-APPROVEDACCESSPOINT.AVEHICLETRACKlNGCONTROLPADISREQUIREDATALLACCESS
POINTSONTHESITE.ADDITIONALSTABILlZEDCONSTRUCTIONENTRANCESMAY BE ADDED WITH
AUTHORIZATION FROM THE CITY OF WHEAT RIDGE ENGINEERING DIVISION.
13. THE GEC OPERATOR IS RESPONSIBLE FOR CLEANUP OF SEDIMENT OR CONSTRUCTION DEBRIS TRACKED
ONTOAOJACENTPAVEDAREAS.PAVEDAREASINCLUDINGSTREETSARETOBEKEPTCLEAN
THROUGHOUT BUILD..oUT AND SHALL BE CLEANED, WITH A STREET SWEEPER OR SIMIlAR DEVICE, AT
FIRST NOTICE OF ACCIDENTAL TRACKING ORAT THE DISCRETION OF THE CITY OFWHEAT RIDGE GEC
INSPECTOR. STREET WASHING IS NOT ALLOWED, CITY OF WHEAT RIDGE RESERVES THE RIGHT TO
REQUIRE ADDITIONAL MEASURES TO ENSURE AREA STREETS ARE KEPT FREE OF SEDIMENT AND/OR
CONSTRUCTION DEBRIS.
14. APPROVED EROSION AND SEDIMENT CONTROL BMPs SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR
FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE GEC OPERATOR SHALL INSPECT ALL BMPs IN
ACCORDANCEWlTHTHEACCEPTEDGECPLAN.ALLNECESSARYMAINTENANCEANDREPAIR ACTIVITIES
SHALL BE COMPLETED WITHIN 46 HOURS FOR LEVEL III VIOLATIONS, AND IMMEDIATELY FOR LEVEL II
VlOLATIONS,ORASDIRECTEDBYTHECITYOFWHEATRIDGE.ACCUMULATEDSEDIMENTAND
CONSTRUCTION DEBRIS SHALL BE REMOVED AND PROPERLY DISPOSED OF ON A DAY TO DAY BASIS.
15. TOPSOIL SHALL BE STRIPPED AND STOCKPILED IN THE LOCATION SHOWN ON THE ACCEPTED GEC PLAN.
16. THEACCEPTEDGECPLANMAYREQUIRECHANGESORALTERATIONSAFTERAPPROVALTO MEET
CHANGING SITE OR PROJECT CONDlTIONS OR TOADDRESS INEFFICIENCIES IN DESIGN OR INSTALLATION.
THE GEC OPERATOR SHALL OBTAIN PRIOR APPROVAL FROM THE DESIGN ENGINEER AND CITY OF IMiEAT
RIDGE ENGINEERING FOR ANY PROPOSED CHANGES.
11. NO PERMANENT EARTH SLOPES GREATER THAN ~;1 SHALLBEALLOWED.
18. UNING OFTEMPORARY SWALES AND DITCHES SHALL BE IN ACCORDANCE WITH THE URBAN DRAINAGE
AND FLOOD CONTROL DISTRICT MANUAL
19. ANY SETTLEMENT OR SOIL ACCUMULATIONS BEYOND THE UMITS OF CONSTRUCTION DUE TO GRADING OR
EROSION SHALL BE REPAIRED IMMEDIATELY 8Y niE GEC OPERATOR. THE GEC MAN AGER SHALL BE HELO
RESPONSIBLE FOR OBTAINING ACCESS RIGHTS TO ADJACENT PROPERTY, IF NEEDED, AND REMEDIATING
ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, PROPERTIES, ETC. RESULTING FROM
WORK DONE AS PART OF THIS PROJECT.
20. A WATER SOURCE SHALL BE AVAlLABLE ON SITE DURING EARTHWORK OPERATIONS AND UTILIZED AS
REQUIRED TO MINIMIZE DUST FROM EARTHWORK EQUIPMENT ANDWlND.
21. SOILS THATWlLL BE STOCKPIlED FOR MORE THAN THIRTY (30) DAYS SHALL BE SEEOEOANO MULCHED
WITHIN FOURTEEN (14) DAYS OF STOCKPILE CONSTRUCTION. NO STOCKPILES S HALLBEPLACEDWlTHIN
ONE HUNDRED (100) FEET OF A DRAINAGE WAY UNLESS APPROVED BY THE CITY OF WHEAT RIDGE
ENGINEERINGOJVISION.
22. ALL CHEMICAL OR HAZARDOUS MATERIAL SPILLS WHICH MAY ENTER WATERS OF THE STATE OF
COLORADO, WHICH INCLUDE BUT ARE NOT LIMITED TO, SURFACE WATER, GROUNDWATER AND DRY
GULLIES OR STORM SEWER LEADING TO SURFACE WATER, SHALL BE IMMEDIATELY REPORTED TO THE
CDPHEPERCRS25-$.001,ANDCITYOFIMiEAT RIDGE. RELEASES OF PETROLEUM PRODU CTSAND
CERTAlNHAZARDOUSSUBSTANCESLlSTEDUNDERTHEFEDERALClEANWATERACT(40CFRPART116)
MUST BE REPORTED TO THE NATIONAL RESPONSE CENTER AS WELL AS THE CDPHE. CONTACT
INFORMATION FOR CDHPE, CITY OF WHEAT RIDGE ANll THE NATIONAL RESPONSE CENTER CAN BE FOUND
INAPPENDIXA. SPILLS THAT POSE AN IMMEDIATE RISK TO HUMAN LIFE SHALL BE REPORTED TO 911.
FAlLURETOREPORTANDCLEANUPANYSPILLSHALLRESULTINISSUANCEOFASTOPWORKORDER.
23. ALL WORK ON SITE SHALL STAY A MINIMUM OF ONE HUNDRED (100) FEET AWAY FROM ANY DRAINAGE
WAY, WETLAND, ETC. UNLESS OTHERWISE NOTED ON AN ACCEPTED CITY OF WHEAT RIDGE GEC PLAN.
24. THE USE OF REBAR, STEEL STAKES OR STEEL FENCE POSTS FOR STAKING OR SUPPORT OF ANY EROSION
OR SEDIMENT CONTROL BMPIS PROHIBITED (EXCEPT STEEL TEE..pOSTS FOR USE IN SUPPORTING
CONSTRUCTION FENCE).
25. THE CLEANING OF CONCRETE DEUVERYTRUCKCHUTES IS RESTRICTED TO APPROVED CONCRETE WASH
OUT LOCATIONS ON THE JOB SITE. THE DISCHARGE OF WATER CONTAINING WASTE CONCRETE TO THE
STORM SEWER SYSTEM IS PROHIBITED. ALL CQNCRETE WASTE SHALL8E PROPERLY CLEANED UP AND
DISPOSED AT AN APPROPRIATE LOCATION,
26. ALL DEWATERING ON SITE SHALL BECOORDlNATEDWlTH A CITY OF WHEAT RIDGE GEC INSPECTOR AND
BE FREE OF SEDIMENT IN ACCORDANCE WITH THE GEC MANUAL
21. ALLDISTURBEDAREASSHALLBEDRILLSEEDEDANDCRIMPMULCHEDINACCORDANCEWlTHTHEGEC
PlAN WlTHIN THIRTY DAYS OF INITIAL EXPOSURE OR WITHIN SEVEN llAYS OF SUBSTA NTIALCOMPLETlON
lAS DEFINED 8YCITY OF WHEAT RIDGE) OF ANAREA, WHICHEVER IS LESS. THIS MAY REQUIRE MULTIPLE
MOBIUZATIONS FOR SEEDING AND MULCHING.
28. HYDRAULIC SEEDING AND HYDRAUUC MULCHINGARE NOT AN ACCEPTABLE METHOD OF SEEDING OR
MULCHING IN CITY OFWHEAT RIDGE.
29. REQUIRED DEWATERING EXCAVATIONS SHALL BE CONDUCTED IN A MANNER THAT AVOIDS POLLUTION
AND EROSION. WATER FROM DEWATERING OPERATIIONS SHALL NOT BE DISCHARGED INTO ANY STATE
WATERS INCLUDING WETLANDS, IRRIGATION DITCHES, CHANNELS, OR STORM SEWERS UNLESS WRITTEN
PERMISSION IS OBTAINED FROM THE OWNER OR CONTROLLING AUTHORITY ANDA COPY OF THIS
APPROVAL SUBMITTED TO THE ENGINEER.
30. THE STORMWATER PROGRAM MANAGER MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TOANY
CONSTRUCTlONACTIVlTYTOASSUREALLMECESSARVBMPSAREADEQUATELYINSTALLED PER THE
STORMWATER MANAGEMENT PLAN (SWMP).
31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OUST CONTROL ON THE SITE. DISTURBED AREAS NOT
YETREADYTOBESEEDED,LANDSCAPED,PAVEDOROTHERWlSESTABILlZEOSHALLBEWATEREO,
SPRAYEDWlTHEATACKlFIER,MULCHED(WITHOUTSEED)ORRIPPEDASNECESSARYTOEXCLUDE
VISIBLE DUST EMISSIONS.
32. AREAS TO BE RE-VEGETATEO SHOULD HAVE SOIL CONDITIONS CAPABLE OF SUPPORTING VEGETATION.
UNDER CERTAIN CONDITIONS, SOIL AMENDMENTS AND TREATMENTS MAY BE NECESSARY TO PROVIDE AN
ADEQUATE GROWTH MEDIUN TO SUSTAIN VEGETATION.
BMP LEGEND
@ ~ ~ @ SEDIMENT BASIN - @) SURFACE ROUGHENING
- CHECK DAM ~ DEWATERING @
- @ SEDIMENTCONTROlLOO - TEMPORARYSLOPEDRAIN
- @ COMPOSTBlI\NKfT DtIIERSlONlllTCH
~ @ SEDIMENT TRAP illm'J @ TEMPORARY STREAM CROSSING
... ~ COMPOSTFllTERBERM - @) EROSIONCONTROL6l1\NKET
..P--a- a ~ INLETPROTECTlON E::l ~ SEEDING AND MULCHING = @ TERRACING
0 CONCRETEWASHOUTAREA ~ @
@) - REINFORCEDCHECKOAM ><-----*-----" SilT FENCE VEHICLETRACl<INGCONTROl
~ CONSTRUCnDNFENCE
~ @) STAEllUZEllSTAGINGAREA ~ VTCWlTHWHEElWASH
. @ CONSTRUCTION MARKERS - @> REINFORCEllROCKBERM
E>< @ IJMITSOFCONSTRUCnDN
RRBFORCUlVERTPROTECTlON
GRAPHICAL STANDARDS FOR REFERENCE ONLY - ONLY, SUGGESTED NOT REQUIRED
CITY OF WHEAT RIDGE
DEPT. OF PUBLIC WORKS
ENGINEERING DIVISION
APPROVED BY:
SN"
OSro7
E-A01 EROS. NOTES
DETAIL
CODE
EROSION CONTROL NOTES
AND LEGEND
E
SEEDING AND MULCHING INSTAllATION NOTES PERMANENT DRILL SEEDING MIX
,. SEE PLAN V1EWFOR: SPECIES VARIETY NOTES %INMIX POUNDS OF PLS
. AREA OF SEEDING AND MULCHING. I'I=HACHI=
- TYPE OF SEED MIX{PERMANENT, TEMPORARY, OR LOWGROWTH).
BIGBLUESTEM '^W ,- " U
2 AU. BRANDS FURNISHED SHALL BE FREE FROM ALL NOXIOUS SEEDS INCWDlNG RUSSIAN OR CANADIAN
Tl-IISTLE, COARSE FESCUE, EUROPEAN BINDWEED, JOHNSON GRASS, KNJlP Vl€ED AND LEAFY SPURGE. YELLOWINDIANGRASS CHEYENNE ,- " ,
, Tl-IE SEEDER SHALL FURNISH TO THE CONTRACTOR A SIGNED STATEMENT CERTIFYING THAT Tl-IE SEED
FURNISHED IS FROM A LOT THAT HAS BEEN TESTED BY A RECOGNIZED LABORATORY. SEED 'M-iICH HAS SIMTCHGRASS BLACKWELL ,- " OA
BECOME 'NET, MOLDY, OR OTHERlMSE DAMAGED IN TRANSIT OR IN STORAGE WILL NOT BE
ACCEPTABLE. SEED TICKETS SHALL BE PROVIDED TO Tl-IE CITY UPON REQUEST. SlDEOATS GRAMA VAUGHN -.. " 0.'
,. DRILL SEEDING MIX SHALL CONFORM TO THE TABLE ON Tl-IE RIGHT: VleSTERN
MO'" PNCS " ,..
,. IF THE SEED AVAJLABLE ON Tl-IE MARKET DOES NOT MEET Tl-IE MINIMUM PURITY AND GERMINATION 1MiEATGRASS
PERCENTAGES SPECIAED, Tl-IE SUBCONTRACTOR MUST COMPENSATE FOR A LESSER PERCENTAGE OF BLUE GRAMA HACHITA ,- " 0.'
PURITY OR GERMINATION BY FURNISHING SUFRCIENT ADDITIONAL SEED TO EQUAL THE SPECIFIED
PRODUCT. Tl-IE TAGS FROM THE SEED MIXES MUST BE SUPPUED TO CONTRACTOR AND FORWARDED TO THICKSPIKE
Tl-IEClTYGESCINSPECTOR. 1MiEATGRASS CRITANA PNCS " ,
,. THE FORMULA USED FOR DETERMINING THE QUANTITY OF PURE UVE SEED (PLS) SHALL BE (POUNDS OF PRAlRIESANDREED GOSHEN ,- " 0]
SEED) X (PURITY) X (GERMINATION) ~ POUNDS OF PURE UVE SEED (PLS),
,. PERflW>JENT SEED MIX SHALL BE USED UNLESS OTl-lERIMSE APPROVED BY Tl-IE CITY. GREENNEEOLEGRASS LODORM """ " ,
, AU.AREAS TO BE SEEDED AND MULCHED SHALL HAVE NATIVE TOPSOIL OR APPROVED SOIL SLENDER PRYOR ,~, , 0.'
AMENDMENTS SPREAD TO A DEPTH OF AT LEAST 6 INCHES (LOOSE DEPTH). HAUL ROADS AND OTHER 1MiEATGRASS
COMPACTED AREAS SHALL BE LOOSENED TO A DEPTH OF 6 INCHES PRIOR TO SPREADING TOPSOIL STREAMSANK
'OOAR ,~, , 0.'
.. SOIL IS TO BE Tl-IOROUGHLY LOOSENED (TILLED) TO ADEPTH OF AT LEAST 6 INCHES PRIOR TO SEEDING. 'M-iEATGRASS
THE TOP 6 INCHES OF THE SEED BED SHALL BE FREE OF ROCKS GREATER THAN 4 INCHES AND SOIL TOTAL ..,
CLODS GREATER THAN 21NCHES. SEEDING OVER Nf'f COM?ACTED AREAS THAT HAVEN'T BEEN
THOROUGHLY LOOSENED SHALL BE REJECTED,
". SEED IS TO BEAPPUED USING AMECHANICAL DRILL TO A DEPTH OF 1/4 INCH. ROWSPACING SHALL BE TEMPORARY DRILL SEEDING MIX
NO MORE THAN 6INCHE$. MATERIAL USED FOR MULCH SHALL CONSIST OF LONG-STEMMED STRAW. AT
LEAST 50 PERCENTOFTl-IE MULCH. BYVleIGHT, SHALL BE 10 INCHES OR MORE IN LENGTl-I. MULCH SPECIES VARIETY NOTES '''INMIX POUNDSOFPLS
SHALL BE APPUED AND MECHANICALLY ANCHORED TO A DEPTH OF AT LEAST 2INCHES. MULCH SHALL I'I=.I<AGI<I=.
BE APPUED AT A RATE OF 4000 La OF STRAW PER ACRE.
SMOOTH BROMEGRASS UNCOLN PICS '" ,..
". IF THE PERMITTEE DEMONSTRATES TO THE CITY THAT IT IS NOT POSSIBLE TO DRILL SEED, SEED IS TO
BE UNIFORMLY BROADCAST ATTWO TIMES Tl-IE DRILLED RATE, THEN UGHTLY HARROWED TO PROVIDE INTERMEDIATE OAHE PICS '" "
ASEED DEPTH OF APPROXIMATELY 1/41NCH, THEN ROLLED TO COMPACT, Tl-IEN MULCHED AS SPECIFIED 1MiEATGRASS
ABOVE. PUBESCENT
\M-IEATGRASS '"~ PICS '" "
". SEEDlNG AND MULCHING SHALL BE COMPLETED IMTl-IIN 30 DAYS OF INI1lAL EXPOSURE OR 7 DAYS
AFTER GRADING IS SUBSTANTIAllY COMPLETE IN AGIVENAREA(AS DERNED BY THE CITY). THIS MAY ANNUAL RYEGRASS WA "" " M
REQUIRE MULTIPLE MOBIUZATlONS FOR SEEDING AND MULCHING.
". MULCH SHALL BE APPUED IMTHIN 24-HOURS OF SEEDING, TOTAL 13.4
". TACKlFIER SHOULD BE UTlUZED TO HElP IMTH STRAWQlSPLACEMENT.
LOW-GROWTH DRILL SEEDING MIX
SPECIES VARIETY NOTES %INMIX ?OUNDSOF?LS
I'I=.I<AGI<I=.
SEEDING AND MULCHING MAINTENANCE NOTES BUFFALOGRASS """'^ ,- '" "
,. SEEDED AND MULCHED AREAS SHALL BE INSPECTED FOR REQUIRED COVERAGE MONTHLY FOR A
PERIOD OF TWO YEARS FOLL01MNG INITlAL SEEDING. REPAJRS AND RE-SEEDING AND MULCHING BLUE GRAMA HACH1TA ,- '" 0.'
SHALL BE UNDERTAKEN AFTER THE FIRST GROWING SEASON FORNf'f AREAS FAJUNG TO MEET
THE REQUIRED COVERAGE. """"'" M"'" PNCS '" "
'M-iEATGRASS
,. REQUIRED COVERAGE FOR STANDARD, OPEN SPACE AND LOW GROWTH SEED MIXES SHALL BE
DEANED AS FOLLOWS, SIDEOATS GRAMA VAUGHN ,- '" U
,. THREE (3) PLANTS PER SQUARE FOOT IMTH A MINIMUM HEIGHT OF 3INCHES. THE 3 PLANTS Tl-IICKSPIKE
PER SQUAREFOOTSHALLBE OF THE VARIETY AND SPECIES FOUND IN THECITY-APPROVEO CRITANA "" " ,
." 'M-iEATGRASS
STREAMSANK 'OOAR PNCS " "
,. NO BARE AREAS LARGER THAN 4 SQUAREFEET(T\IIlU-FEET BY "fWO.FEET OR EQUIVALENT}. WrlEATGRASS
,. FREE OF ERODED AREAS. TOTAL 11.0
,. FREE FROM INFESTATION OF NOXIOUS WEEDS IN ACCORDANCE WITH SECTION 6.4 OF THE
GESC CRITERIA MANUAL
,. REQUIRED COVERAGE FOR TURF GRASS AREAS SHALL BE DEFINED AS FOLLOWS:
,. AT LEAST 80% VEGETAllVE COVER OF GRASS SPECIES PLANTED.
2 NO BARE AREAS LARGER THAN 4 SQUARE FEET (TWO-FEEf BY lV'uO-FEET OR EQUIVALENT).
,. FREE OF ERODED AREAS.
< FREE FROM INFESTATION OF NOXIOUS WEEDS IN ACCORDANCE WTH SECTION 6.4 OF THE
GESC CRITERIA MANUAL
,. RILL AND GULLY EROSION SHALL BE FILLED1MTH TOPSOIL PRIOR TO RESEEDING. THE
RESEEDING METHOD SHALL BE APPROVED BY THE CITY,
D @EEDING AND MULCHING
CITY OF WHEAT RIDGE
E-A03 SEED. NOTES
DETAIL
CODE
DEPT. OF PUBLIC WORKS
ENGINEERING DIVISION
SEEDING AND MULCHING NOTES
E
APPROVED BY:
SNN
06107
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GtyofWheatR;dge \, M EM 0 RAN DUM
Department of Public Works
TO: Dave Brossman, Development Review Engineer
FROM: Mark Westberg, Projects Supervisor
DATE: Friday, December 7, 2007
SUBJECT: Cabela SUP Comments
I have reviewed the above plans and have the following comments:
Plans
1. Sheet CIOO - The first "A" in General Note 19 should be deleted.
2. Sheet CIOO - The City should also be included in General Note 22 as being able to
issue a stop work order.
3. Sheet C I 0 I - Since this permit is for the mass grading of this project and does not
include any inlets or storm sewer, those features should be removed from this plan.
4. Sheets CIOl- ClO7 - Since this permit is for the mass grading of this project, the
proposed grade on these plans and cross sections should tie into the existing
contours and not what is proposed in the plans for the other portions of this project.
5. Sheet CI50 - This erosion control plan appears to be for the final grading with the
inlets, storm sewer, and curbs in place. The following suggestions are made for this
permit of the mass grading:
a. A temporary sediment pond should be built on Lot 2 to capture runoff prior to
discharge to the regional pond.
b. A diversion dike should be installed along the north property line to ensure
that the runoff is directed to the sediment ponds to the east and west.
c. Temporary swales could be installed at the location of the proposed storm
sewer to convey the runoff in accordance with the drainage patterns in the
Cabela's Final Drainage Report dated November 27,2007.
d. Sediment fence should be installed at the top of the bank of the temporary
swales to spread the flow and provide a level of sediment removal before the
runoff enters the swale. This will also provide a visual barrier to prevent
accidental entry into the swale.
e. With the current layout, a 200 foot wide gap between the swales/fence would
still exist near the front of the store. This should provide adequate access for
the construction of the building.
f. Check dams should be installed in the bottom of the swales to minimize
erosion of the bottom of the swales.
g. Outlet protection should be installed at the end of the swales to minimize
erosion in the sediment ponds.
Page I of2
6. Sheet C 151 - The temporary sediment pond should be moved south of the location
of the proposed inlet so that the pond can remain during the construction ofthe
inlet.
7. Sheet C 151 - If the silt fence is not adequate to divert the on-site runoff to the
temporary sediment pond, then it may need to be replaced with a diversion dike or
swale.
8. Sheets C 152 and C 153 - Some of the details on these sheets are very light and
difficult to read.
Page 2 of2
~
. WlieatRL..dge
Stormwater Quality Management
j~"o"
~~. .....~....... ~ _ <(':.~ ->'k-""".;.... ;,\
To: Dave Brossman, Development Engineer
.~
. From: William C. LaRow III, Stormwater Quality Program Manager
.~~., :A
... "J)itt~: December 6, 2007
i'1' '.,..~';"'. .
"",""
.
Subject: Proposed Cabela Site - Major Grading, Wheat Ridge, CO.
I have reviewed the first submittal grading and erosion control engineering drawings
dated December 4, 2007 for the above project and I have the following comments: There
is no Stormwater Management Plan (SWMP) specific to the major grading, therefore the
reviewed engineering drawings are not adequate to constitute a SWMP. If the SWMP
for the Cabela's Building Permit is being used as this project's SWMP this should be
noted and needs to be customized for the specific activities involved with the major
grading.
Comments:
Text Narrative:
1. The overall approach in assuring that the site is in compliance with NPDES,
CDPS and City of Wheat Ridge regulations is not clear. Ifa separate document is
used for some of the information not in the construction plans, or if the information
will be included in several locations, the permittee must still be able to provide all
required components of the SWMP to a EP A, State or City inspector. If this approach
is used, it is highly recommended that an index be provided that references the
location(s) of all information required for the SWMP.
Engineering Drawings:
1. Project phasing for the grading operations is inadequate. Need to show at a
minimum, pre-grading, grading, and post grading approximate schedule with all
associated BMPs on the engineering plans and reflected in the SWMP , this
includes temporary and permanent stabilization.
2. Need to use the City's details for all proposed BMPs.
3. The City does not allow for the use of hay bales.
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Stormwater Quality Management
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4. Need to better delineate Construction Site Boundaries, also should give enough
space to allow room to grade.
5. Prior to any construction activity the SWMP needs to state an Erosion Control.
Supervisor (ECS) with the appropriate contact infonnation. It should be noted the
State does not except the Project Superintendent as an ECS.
6. Describe the dust control measures. Disturbed areas not yet ready to be seeded,
landscaped, paved, or otherwise stabilized shall be watered, or ripped as necessary
to preclude visible dust emissions.
7. Need to show the extent of excavation and fill, and describe for each area what
will constitute final stabilization.
8. Need to see the seed mix and a detailed explanation of the application of the seed
mix.
9. What will be the means to keep the streets clean? ECS needs to docwuent/log
street cleaning frequency and activities.
1 o. Vehicle Tracking Control (VTC) needs to be positioned so that it will reduce the
amount of sediment leaving the site, specifically sediment on vehicle tires being
transported onto impervious areas specifically parking lots and roads.
11. Stabilized Staging Areas (SSA) must be shown on the engineering drawings.
12. Prior to any construction activity a complete Spill Prevention and Response Plan
must be completed. The Spill Prevention and Response Plan must be onsite at all
times and accessible to all workers. A spill prevention and response plan will
have at the minimwu:
. List of all potential pollutants
. Emergency contact information (Federal, State and Local)
. List of all spill prevention and counter measure equipment onsite
. MSDS of all chemicals on site or being used
. Location of all fueling areas
13. If any mulching is planned the contractor needs to assure a weed free seed free
mulch (to keep hay/straw from being the dominate species at the site).
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Stormwater Quality Management
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14. All exposed ground surface will require surface roughing for erosion and dust
control: Also need to show these areas on the engineering drawings.
15. Tentative Stockpile locations should be shown, should be noted that they should
not be within a hundred feet of drainage ways or the Waters of the State, shall not
exceed 3: 1 slope, and have dust control measures taken to contain fugitive dust.
16. NOTE: "Once earthwork has bel!Ull on a section. it shall be persuade until
completion". As stated above, phasing needs to be further defined in order to
determine when temporary and permanent stabilization is required.
17. Need to provide stabilization schedule showing dates, when areas are to be
completed, and stabilized. Maintain provisions to the schedule and obtain
approval for schedule changes in accordance with City and CDPS specifications.
18. SWMP requires to show existing soil conditions, this includes existing run-off
coefficients and proposed run off coefficients.
Do to the lack of phasing further comments are forthcoming.
It can not be emphasized enough the importance of having the SWMP reflect the
actual site conditions precisely, otherwise by Federal, State and local law the site is
out of compliance.
Signature:
Date:
n..jl'7./Oi--
William C. LaRow, P.G., C.H.M.M.
Stormwater Quality Program Manager
City of Wheat Ridge PW Eng Dept
7500 West 29th Ave
Wheat Ridge, CO 80033
Ph (303) 235-2871
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West Metro Fire Protection District
fF1lIECClEllVIEID
DEe 1 4 2007
433 S. Allison Parkway
Lakewood, CO 80226
Bus: (303) 989-4307
Fax: (303) 989-6725
www.westmetrofire.org
------
---------
December 14, 2007.
Travis R Crane
City of Wheat Ridge
Community Development..
7500 West 29th Avenue
Wheat Ridge, CO 80033
Re: SUP-07-11/ Cabela's
Dear Travis:
This property isWithin the West Metro Fire Protection District (WMFPD). Fire service
will be provided as long as provisions of the Intemational Fire Code, 2006 edition,
including amendments are met in development. Water plan, .hydrant locations and access
needs have been addressed. Access from 32nd Avenue and Cabela Drive and the
underpass at Y oungfield and 44th Avenue will be crucial to emergency response.
The WMFPD will service this property from Station Five, 14055 W. 20th Avenue, Station
Two, 1545 Robb Street, and Station Six, 15100 W. 6th Avenue. Units available to . .
respond from the above referenced stations include two engines, one 65' telesqurt, one
medic unit and the hazardous materials unit. Additionally, two 100' elevating towers,
three 65' telesqurts, nine engines, one heavy resC]le, four wildland units, seven medic
units, one safety medical officer and two district ,chiefs are staffed Within the district at all
times. Response time to .the referenced property is four minutes. The WMFPD has.
attained an Insurance Service Organizations (ISO) rating of three .
The WMFPD has amended the International Fire Code and all occupancies over 3600
square feet are required to have an automatic fire detection system insta11ed~
l . ."
. . .
The fire department has amended the fire code and all buildings over 50,000 square feet
are required to have an 800 MHz radio amplification system installed for emergency
. communications. Contact the fire departments communication. officer to obtain
requirements (Division Chief Mark Krapf, 303-989-4307 extension 447), or the
requirements can be found at www.westmetrofire.org.
"Whatever It Takes....Th S~e
Permits shall be obtained from the fire department for core and shell, tenant
improvement, all work on fire detection systems, all work on fire suppression systems,
for the installation ofbi-directional amplification systems, underground :!:ire line
installation and for the storage of hazardous materials.
The WMFPDhas no objections or concemsto the Special Use Permit to import 60,00
cubic yards of fill 'material onto the property.
. .
. . .
wMFPD reserves the right to provide additional comments/requirements at the time
when plans are submitted and reviewed per applicable codes imd amendments.
If you have any questions contact me at 303-989-4307 extension 513 or e-mail:
dabbink@Westmetrofire.org. . .
Rb:f2 aa/.
DaVid Abbink, Deputy Chiefi'Fire Marshal .
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CITY -OF WHEAT RIDGE
NOTICE OF NEIGHBORHOOD INPUT MEETING
THE CABELA'S RETAIL INC. IS PROPOSING A SPECIAL USE PERMIT TO ALLOW MAJOR
GRADING ON A PROPERTY LOCATED SOUTH OF CLEAR CREEK AND WEST OF 1-70,
ALSO KNOWN AS LOT 1 OF THE CABELA'S/COORS SUBDIVISION. THE PURPOSE OF
THE SPECIAL USE PERMIT IS TO ALLOW THE IMPORT OF APPROXIMATELY 76,000
CUBIC YARDS OF FILL MATERIAL. THE ADDITIONAL FILL MATERIAL IS NEEDED AS A
RESULT OF CHANGES TO THE ONSITE DRAINAGE AND TO FACILITATE AN EVEN
TRANSITION BETWEEN THE SITE AND THE STREET RIGHT-OF-WAY.
THE DATE AND TIME OF THIS MEETING IS NOVEMBER 29, 2007 AT 6 P.M. THE
LOCATION OF THIS MEETING IS THE CITY OF WHEAT RIDGE CITY COUNCIL CHAMBERS
AT 7500 WEST 29TH AVENUE - WHEAT RIDGE, COLORADO 80033.
THE APPLICATION CONSISTS OF A SPECIAL USE PERMIT ALLOWING FOR A MAJOR
GRADING PROJECT INVOLVING THE IMPORT OF APPROXIMATELY 76,000 CUBIC YARDS
OF MATERIAL.
The City of Wheat Ridge has adopted a requirement that prior to any application for a Special
Use Permit an applicant must notify all residents and property owners within 600 feet and invite
them to a Neighborhood Input Meeting. The purpose of this meeting is to allow the applicant to
present his proposal to the neighborhood and to give the neighborhood a forum to express their
concerns, issues, and desires_
A Staff Planner will attend the meeting to discuss City policies and regulations and the process
involved, however, the Planner will remain impartial regarding viability of the project.
The kinds of concerns residents normally have include the following:
. What is the nature of this request?
. What is the impact on our streets?
. How will the proposal affect my property?
. Where will the storm drainage go?
. What specific changes can be made in the proposal to make it more acceptable to me?
If you have any questions, please call the Community Development Department at (303) 235-
2846. If you are unable to attend the meeting, you may mail comments or concerns to:
City of Wheat Ridge Communit~ Development Department
7500 West 29 Avenue
Wheat Ridge, Colorado 80033
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YOUNGFIELD PLAZA LLC
4096 YOUNGFIELD ST
WHEAT RIDGE CO 80033
JEFFERSON COUNTY
100 JEFFERSON COUNTY PKWY
GOLDEN CO 80419
CABELAS RETAIL INC
BERA CHARLES
% JEFF EILLWANGER
100 CABELA DR
SIDNEY NE 69160
CABELAS RETAIL INC
% JEFF ELLWANGER
1 CABELA DR
SIDNEY NE 69160
JEFFERSON COUNTY
1700 ARAPAHOE ST
GOLDEN CO 80419
KGC TRUST 1
% PO BOX 90018
650 THREE SPRINGS RD
BOWLING GREEN KY 42102
COORS BREWING COMPANY
JAQUET NEIL G
% PROPERTY TAX CE346
PO BOX 4030
GOLDEN CO 80401
COORS BREWING COMPANY
MACDONALD DONALD W
% PROPERTY TAX CE346
PO BOX 4030
GOLDEN CO 80401
CITY OF WHEAT RIDGE
7500 W 29TH AVE
LAKEWOOD CO 80215
CASEY INVESTMENTS I LLC
6557 BEAR RIDGE WAY
GOLDEN CO 80403
CABELAS RETAIL INC
BUSCHER MARK
ONE CABELA DR
SIDNEY NE 69160
Kate Newman
Special Projects Coordinator
County Administrators Office
100 Jefferson County Pky., Ste. 5536
Golden, CO 80419
City of Wheat Ridge
Pre-Application Transmittal Sheet
Date: 19 November 2007
Now that the required pre-application meeting has been held, the next step in the
process will be:
Submit land use application
o
Submit building permit
o
~
Schedule a neighborhood meeting (a neighborhood meeting must be held prior
to submittal)
The following documents are required upon submittal:
~ Pre-application transmittal sheet ~ Property deed
~ Land use application ~ Letter of request
0 Building permit application 0 Property owner consent
~ Full set of civil drawings ~ Drainage report
0 Outline Development Plan 0 Traffic impact letter
0 Final Development Plan 0 Traffic study
0 Final Plat 0 Soils report
0 Site Plan ~ Grading/erosion control plan
~ Survey/l.L.C. 0 Electronic copy of Plat
(In AutoCAD format)
0 Other:
All of the listed items must be submitted to constitute a complete application. If any of
the items are not included in the submittal, the application will be returned without
review.
City of Wheat Ridge Community Development Department
7500 W. 29'h Avenue Wheat Ridge, CO 80033
Building Division - 303.235.2855 Planning Division - 303.235.2846
Inspection line - 303.234.5933 www.ci.wheatridae.co.us
PRE-APPLICATION MEETING SUMMARY
Meeting Date: 19 November 2007
Attending Applicant(s): Bill Willis, Chelsy Clark
Attending Staff: Travis Crane, Ken Johnstone, Tim Paranto, Dave Brossman, Steve
Nguyen
Address or Specific Site Location: Lot 1, Cabela'slCoors Subdivision
Existing Zoning: Planned Commercial Development (PCD)
Applicant/Owner Preliminary Proposal: As a result of the location of the hook ramps
and a new drainage concept for the site, the property owner would like to import
approximately 65,000 cubic yards of fill material onto the site. The fill would raise the
finished floor elevation of the store by approximately one foot. The fill material would also
allow a gradual transition between the site and surrounding areas of right-of-way.
Will a neighborhood meeting need to be held prior to application submittal? Yes
Planning comments: It would beneficial to identify the total sum of fill material to be
brought onto this site. If additional fill is planned for the former detention area, it should be
included with this permit.
The Code states that any import beyond 20,000 cubic yards shall require a special use
permit. The special use permit starts with the pre-application meeting. A neighborhood
meeting is then held. All property owners within 600 feet of the subject property are
invited to come to the neighborhood meeting. The applicant is responsible for sending out
the meeting notice. A staff planner must be at the meeting to answer any procedural
questions. The neighborhood meeting has been set for Thursday, November 29 at 6 p.m.
The meeting will be held in the City Council chambers at City Hall.
After the neighborhood meeting has been held, an application may be submitted. Please
see the attached checklist for all submittal requirements. Staff will refer the application to
all external agencies for comment. All comments and staff comments will be sent back to
the applicant, who will make any necessary corrections prior to resubmittal.
A ten-day public notice period will be held after all corrections have been finalized.
Adjacent neighbors will be notified of the request, and a public notice sign must be posted
on the property. Staff will create the public notice sign, but it is the applicant's
responsibility to ensure the sign is posted for the full ten day period. If any relevant
objections are received during this ten-day period, or if one of the special use criteria is
not being met, the application must be forwarded to City Council for review. If a City
Council hearing is necessary, an additional fee must be paid, and new public hearing
signs must be posted on the property.
It would be beneficial to review the standards of Section 26-623 of the Code of Laws
(Excavation and Deposit Control) prior to application submittal. Of note is the requirement
for a thirty foot perimeter setback from all property lines and the requirement for perimeter
fencing. If any variation from the performance standards is anticipated, please be sure to
make note of said variation in the letter of request.
Public Works: It would be beneficial to submit 4 extra copies of each document for an
expedited Public Works review. The attached transmittal sheet details the required
submittal documents. It will be important to coordinate all documents to ensure
consistency.
Other comments: None
Contact information:
Travis Crane
Dave Brossman
Steve N u en
303.235.2849 tcrane cLwheatrid e.co.us
303.235.2864 dbrossman cLwheatrid e.co.us
303.235.2862 sn u en cLwheatrid e.co.us
POSTING CERTIFICATION
CASE NO. SVp.01'11
DEADLINE FOR WRITTEN COMMENTS:
I 'l--- ~( '2..00"1
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l.J too( M E. tl.-
residing at I ~"'O Wo. {I?+"" hJ~
(n a me)
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(address)
'OO"2.-0~
as the applicant for Case No. s> V f. 07. It , hereby certifY that I have posted the sign for
Public Notice at L-n-r., \ ,1_ ; '1 of;- rl\-~ (!.<IbeL-"'''' 11...0-<, '7<.J",.Ot.J\<,I.o...... \=1Vl..l "'"
(10 cat ion) A{V\.GN{)e-/> fl.-A....
..(..... 1\
on this ~ day of f//F(2iV'~
, 20 fl-, and do hereby certifY that
said sign has been posted and remained in place for ten (10) days prior to and including the
deadline for written comments regarding this case. The sign was posted in the position shown on
the map below.
Signature:
.~
NOTE: This form must be submitted to the Community Development Department for this case
and will be placed in the applicant's case file.
MAP
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LAND USE CASE PROCESSING APPLICATION
Community Development Department ..
7500 West 29th Avenue, Wheat Ridge, CO 80033
Phone (303) 235-2846
(please print or type all illformatlon)
Appli,cant .. Cabela 's Inc.
City Sidney
Address One
State NE
Cabela Drive.
Zip69160
Phone308-255-2907
Fax
Ch.ner Cabela's Inc.
City Sidney
Address One Cabela DriVe
State NE Zip 69160
Phone 308-255-2907
Fax
ContactCabela's Inc.-Kelly Melvin Address One 'Cabela Drive. Phone 308-255-2907
City Si1:av. stale NF.. Zip 6Q160 Fax
(The person I" as eontact will be contaeled to answer questions regardipg this applieOlioll, provide additional informatlon when ne<<S$"Y, post
public h=ing signs, wm receive. copy of the _n:port prlorto Public Headng. sod shall be respcnsible ii>r lbrwarding ill verbs! sod _
co~cation to applicant and owner.)
Lccationofrequest(Oddress): Lot l,Lot 2,Lot 4. of Cabela Subdivision Filing No.1 Ammed. PI t
Type of action requested (check one or more of the actions listed below which pcrtaio to your .request):
Appllcatlon.ubm/tta/ r<l[ufrements on rev..... side
o Change ofzene'or zone conditions ,. Special Use Permit
o Consolidation Plat 0 Subdivision: Minor (S lots or less)
o Flood Plain Special Exception 0 Subdivision: Major (M9TO tbanS lots)
'OLotLine Adjustment' o Right of Way Vacation
o Pl3!JIled Building Group 0 Temponuy Use, Building, Sign
o Site Development Plan approval . .0 Variance/Waiver (from Section )
o Other: .
Detailed description of request: Special
use permit for a }fuior Control Plan
ReqUired Informa1ion: ~ -1-'1'2..01 - 0,\ \;
, Ass.-ssors Parcel Number: ?,q-~-()\-DO\,o" "fI-IQ<r-O'l-OC>2_
C\irrentZoning:_~~ _ peD
Current Use: V~(";mt.
Size ofLot (acres or square footage):dBdlSAcres
l'roposedZiming:_' PeO,
. Proposed Use: Ret~ij
I certify that the information and exhibits herewith submitted are true and cOrrect to the best of my knowledge
and that in filing this application, I am acting with the knowledge and consent of those persons listed above,
without whose consent the requested ion cannot lawfully be accomplished. Applicants other than owners
must submit power.of-attomey 0 e approved of this action on his behalf.
. ,
~.. .
Subscribed andswomto.met1Ji~,dayof IJNJft>-Juv . 20~
GEIIERAl.NOTARY. S1ale of Neblllska . ~9:~
My KEvIN 1: RHooes Notary ublic _ . .
Comm. &po Aug. 24, 2009 My commission expires .
Signature of Applicint
To be filled Ollt by staff:
. Datereeeivadl/h%(
Comp Plan Destg,' ,
ReIated C.... No.
F..$ ... 7~O.
~~p Mtg. Date . ~/lt /o?
CasoNo. 5!J~O~/1 .
Quartci SCCtlOD Mil ~tt:
Caso Manager )7
III
Community Development
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303.235.2846 Fax: 303.235.2857
The City of
Wheat Ridge
Date: 3 December 2007
Community Development Referral Form
Response Due: 17 December 2007
The Wheat Ridge Community Development Department has received a request for approval of
a special use permit at the property located at 4000 Cabela Drive. No response from you will
constitute having no objections or concerns regarding this proposal.
Case No.: SUP-07-11/Cabela's
Request: The applicant is requesting to import approximately 60,000 cubic yards of fill
material onto the property. Some of the material will come from an adjacent lot, some will
come from off-site.
Please respond to this request in writing regarding your ability to serve the property. Please
specify any new infrastructure needed or improvements to existing infrastructure that will be
required. Include any easements that will be essential to serve the property as a result of this
development. Please detail the requirements for development in respect to your rules and
regulations. If you need further clarification, contact the case manager.
Case Manager: Travis R. Crane Voice: 303.235.2849 Fax: 303.235.2857 Email: tcrane@cLwheatridge.co.us
DISTRIBUTION:
Longs Peak Metro District
Consolidated Mutual Water District
North Table Mountain Sanitation District
West Metro Fire District
Jefferson County
Wheat Ridge Public Works
"The Carnalion City"
Subject Property
"The Carnalion City"
LETTER OF TRANSMITTAL
Agency/Firm:
City of Wheat Ridge
7500 W 29th Ave
Wheat Ridge, CO 80033-8001
Date:
Project No.:
Project Title:
November 30, 2007
1971LC.01
Cabela's Special Use Permit
Attention:
Travis Crane
Phone #:
303.234.5900
Anthorized By:
Bill Willis
We are sending yon the following items:
18] Originals
D Reproductions
D Disk
via
D Overnight
[8] Courier
D Mail
Copies
Description
Date
6 Special Use Permit Full size 11.30.07
1 Special Use Pennit Half size 11.30.07
1 Land Use Application w/ Fee Check 11.30.07
1 Mineral Use Application 11.30.07
4 Drainage Reports with Drawings 11.30.07
4 Master Drainage Reports 11.30.07
1 Copy of Title 11.30.07
I Letter of Request 11.30.07
1 Certified Copy of Amended Plat 11.30.07
These are transmitted:
o for approval
o for review and comment
D for signature
D signed & sealed
o reviewed
D after loan to us
18] for your use
o for your record
o as requested
D
Remarks:
Let us know if you have any concerns.
Thanks!
Signed: Bill Willis/LMS
Copy:
G;\Willis\CABELAS SITE\SENT\SUP I L29.07\lettrans.doc
Revised 02/03
12499 West Colfax . P.O. Box 151500 . Lakewood, Colorado 80215 . Telephone: 303-431-6100 . www.martinmartin.com
Civil Dcpartment Fax: 303-431-4028 . Structural Department Fax: 303-431-6866 . Marketing Department Fax: 303-456-9923
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303/ 235-2846 Fax: 303/235-2857
The City of
Wheat Ridge
December 7,2007
This is to inform you of Case No. SUP-07 -11, a request for administrative approval of a
Special Use Permit to allow the import of approximately 76,000 cubic yards offill
material on property zoned Planned Commercial Development (PCD) and located on
Lots 1,2 & 4 of the Cabela's/Coors Subdivision Filing 1 Amended Plat.
Pursuant to Ordinance No. 1291, an administrative special use review can be granted by
the Community Development Director without need for a public hearing. Prior to the
rendering of a decision, all adj acent property owners are required to be notified of the
request by certified mail.
If you have any questions, please contact the Planning Division at 303-235-2846 or if you
would like to submit comments concerning this request, please do so in writing by 5:00
p.m. on December 17, 2007.
Thank you.
SUPO?] Ipubnot.doc
Sup-O/-II /~
70 WBC LLC
% DWAINE R RICHTER
4505 S YOSEMITE 371
DENVER CO 80237
_7006 34500002 4529
BRE/LQ PROPERTIES LLC
% LA QUINTA CORP
909 HIDDEN RIDGE 600
IRVING TX 75038
7006 3450 0002 4529 3057
3088
CABELAS RETAIL INC
BUSCHER MARK
ONE CABELA DR
SIDNEY NE 69160
7006 3450 0002_~5~9 315~
------------------------.-
CABELAS RETAIL INC
ALLARD MICHAEL
ONE CABELA DR
SIDNEY NE 69160
7006 3450 0002 4529 3125
JEFFERSON COUNTY
1700 ARAPAHOE ST
GOLDEN CO 80419
7006 3450 0002 4529 3095
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AMB RETAIL INCOME FUND INC
US RETAIL PARTNERS LLC-
PROPERTY TAX DEPT
PO BOX 790830
SAN ANTONIO TX 78279 830
--.?EE~ 45_~__OD 0 2 4529 3071
CABELAS RETAIL INC---
BERA CHARLES
% JEFF ElLLWANGER
100 CABELA DR
SIDNEY NF ~Q 1 "0
7006 3450 0002 4529 3040
-COORS BREWING-COMPANY
JAQUET NEIL G
% PROPERTY TAX CE346
PO BOX 4030
GOLDEN CO 80401 30
7006 3450 0002 4529 3149
SHOWME MOUNTAIN INVESTORS
LLC
225 S MERAMEC AVE STE 411
SAINT LOUIS MO 63105
7006 3450 0002 4529 3118
Kate Newman
Special Projects Coordinator
Jefferson County Administrators Office
100 Jefferson County Pky., Ste. 5536
Golden. CO 80419
7006 3450 0002 4529 3064
-XlfCTRUSll ----.
% PO BOX 90018
650 THREE SPRINGS RD
BOWLING GREEN KY 421029018
7006 3450 0002 4529 3033
,
.~
RIDGEVIEW BAPTIST CHURCH
3810 YOUNGFIELD ST
WHEAT RIDGE CO 80033
7006 3450 0002 4529 3132
YOUNGFIELD PLAZA LLC
4096 YOUNGFIELD ST
WHEAT RIDGE CO 80033 3862
7006 3450 0002 4529 3101
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MARTIN /MARTIN
OONSULTING ENGINEER.S
REVIEW FEES
11/30/07
Date ---"T Voucher
0063027
CITY OF WHEAT RIDGE
WELLSFAR 1
?D
'ljJ ? 6
Off tl)~ 60
Xlq
o/j! }
D ()Y, .
11 r\. v~~
1v~ '~-
Amount
Totals
~.,.
.,..:,..:-""
,
/~'.
ENGINEER I
V3D3.431.6100EXT.33'
F 303.431 .4028
0720.544.5431
MARTI N / MARTI N
CONSULTING ENGINEERS
JESSICA SAYERS
12.499 WEST COLFAX AVENUE
P.,:]. Box 151500
':-:EWOOD, COLORADO 80215
J':;"<, YERS@MARTINMARTIN.COM
'['iN'/. rv:.., RTI N MARTI N. COM
V EMIL Y SUSIN~SS FORMS 800.392.6018 ADVANTAGE
151500 003051
12499 WEST COLFAX. P.O Box
LAKEWDOD. COLORADO 80215
303.431 6100
11,955.00
11,955.00
Discounts
r---n.--.-.. ....
i Previous Pay
Net Amount
11,955.00
11,955.00
Case No.:
App: Last Name:
App: First Name:
Owner: Last Name:
Owner: First Name:
App Address:
City, State Zip:
App: Phone:
Owner Address:
City/State/Zip:
Owner Phone:
Project Address:
Street Name:
City/State, Zip:
Case Disposition:
Project Planner:
File Location:
Notes:
Follow-Up:
ISUP0711
ICabela's Inc.
Ic/o Kelly Melvin
19~~~,1C1'~.
IC/Qt<~lly~~lvin
lOne Cabela Dr.
lSidney, NE 69160
1308-255-2907
Isame
I
Isame
ILots 1,2&4
ICabela Drive
IGDlden, CO 80401
ICrane
IActive
I
I
Quarter Section Map No.: ISW;29
Related Cases: I
Case History:
SUP to allow th import of
pprox. 76,000 cubic yards
of fill material. . .
Review Body:
IAdm.
APN:
I
I
I
I
I
I
2nd Review Body:
2nd Review Date:
Decision-making Body:
Approval/Denial Date:
Reso/Ordinance No.:
Conditions of Approval:
District:
Date Received: 111130/2007
Pre-App Date: 110/18/2007
CITY OF WHEAT RIDGE
12/07/07 9:55 AM cdb
Martin/Martin
RECEIPT NO:C024890
FMSD ZONING APPLICATION F
zone ,
PAYMENT RECEIVED '
CK 3051
TOTAL
AMOUNT
11,955.00 ,
AMOUNT
11,955.00
11,955.00
Cabela's Site Excavation Proposal
Special Use Plan Narrative November 29, 2007
Introduction
This Special Use Permit application for a Major Excavation Control Operation has been
prepared in accordance with the requirements of Section 26-623 of the Municipal Code for the City
of Wheat Ridge, Colorado.
This permit application encompasses approximately 38.85 acres and is comprised of one
principal ownership group. The landowner is Cabela's Retail, Inc., a Nebraska Corporation.
Project Description
Cabela's Retail is proposing a new retail development on approximately 40 acres of land
(Lots 1 & 2) located in the northern portion of the Coors/Cabela's Subdivision with a zero foot
setback from the property line. Cabela's retail is also proposing a new roadway (hook ramps and
future retail/commercial) that will encompass excavation on approximately 4 acres in the southern
portion of the subject subdivision (Lot 4) with a zero foot setback from the property line. The
material excavated from this area will be used to help balance Lots 1 & 2 other development sites
within the subject property, subject to acceptability of the soil material. No off-site export (from the
Coors/Cabela's Subdivision) of any excavated material is being considered in this proposal.
Site Characteristics
The subject property is generally located south of Clear Creek and west of Interstate 70,
The site has historically been used for sand and gravel mining and is currently undeveloped. In
2006 the area went through a rough grading SUP permit leaving the Subdivision in its current
condition.
Construction Schedule
The contractor will anticipate extended work hours that will include six days a week
between 6 a,m. to 7 p.m. Additional hours of operation may be required for special or unforeseen
circumstances such as emergencies that may come up in the process. In these situations the
contractor will contact the appointed representative from the City's Public Works Department for
permission to temporarily extend hours of operations past 7 p.m. Under no circumstances will the
contractor be allowed to begin excavation work before 6 a.m. Work is anticipated to begin in late
December and last approximately 7 weeks depending on weather and material source.
Construction Fencing
Construction fencing will be placed around areas involving areas of active excavation only.
The minimum height of construction fencing will be 60 inches with the entire perimeter secured
after approved hours of operation.
The City of
7500 W. 29'" Avenue
Wheat Ridge. Colorado 80033
Wheat Ridge
Planning Department 303-235-2846
NOTICE TO MINERAL ESTATE OWNERS
,~\rl)IJCA;'I;TS: '{ou must subn1il this ~{lmph:ted form llllht:' Community De\elopment Dt:partmenl no Liter
than ten (10) days b~fort the public hCJring on your application. F~ilurc to compltlc and submit this
C'crtifkatiol1 of ~()tjcc shaH C'OIl$liItHC sul1icient grounJ.s tu res.thedulc your public hearing.
I. Samuel I'alker, CtO Coors US & Coors Bre"l~Ull1h Coors Brewing Company
tl}rmi^';~~I',~~)""'t~orldwide & Group VP Public Affairs --.'(fntitY'<li~pl;;;:;ii'T~~"(:;1~;i~'3pp;~val)
(herein"fter. the "Applicant'.). do hereby certify th"t notice of the application for
GaEela's.L..Co()L!LLili!!g__No,.L
(describe type of applit:atton)
~__._.._.' set for public hearing on
March 17, _m?005 ____."..' 200_, has been sent to all mineral estate owners atleaSI thirty t30) days
before the: public hearing. a... required by ~ 24~6.5,5-i03(1). C.RS.. or. in the alternative. that the records
orthc Jefferson County Clerk and Recorder do not identify any mineral estate owners of au: portion
of the property subject to the above referenced application_
L~ ChC'ck ben: If lht:l'c art: no mincml estate owners of ~lIlY portion (If the suhJct:t pmpcrt)
1 hereby further certify that I am authorized by the Applicant to make representations contained herein and act
as the Applicant's agent for purposes of this Certilicate of Notice and bind the ApplieanllO thc,",
n:pre5cntaliorls by my signature below.
Dated ihi, 10th day of _J'.':.l1':<:.:.L~__.____ _ 2002_
,
.,
!},
( ()~ --------,
By:
/
/
First American Heritage Title Co
950 South Cherry Street #1400
Denver, CO 80246
(303) 691-3333
DELIVERY
TRANSMITTAL
DATE,
ORDER NO. ,
PROP. ADDR.'
OWNER/BUYER,
JANUARY 11, 2005
KC40973B04-5
Vacant land-approx 80 acres, Golden, Colorado
Cabela's Retail, Inc., a Nebraska corporation
EXAMINER,
Carin Hogan (303) 692-6604, ernail chogan@fahtco.com
PLEASE DELIVER TO THE CUSTOMERS LISTED BELOW,
TO: First American Heritage Title Co
Commercial Escrow Office
1600 Stout Street #800
Denver, CO 80202
PH: (303) 446-2555 FAX: (303) 534-8745
ATTN: Mari O'Brien
NO. OF COPIES: 1 D
TO: Moye Giles, LLP
1400 16th Street 6th floor
Denver, co 80202-5529
PH: (303) 292-2900 FAX: (303) 292-4510
ATTN: Jim Serven
NO. OF COPIES: 1 D
TO: Coors Brewing Company
neil.jaquet@coors.com
311 10th St./ Mail Stop CC370
Golden, CO 80401
(303) 277-2028/(303) 277-3833
ATTN: Neil Jaquet
NO. OF COPIES: 1
TO: Cabela's Retail, ~nc.
World's Foremost Bank
4800 NW 1st St., No.300
Lincoln, NE 68521
(402) 323-4320/(402) 323-4344
ATTN: David A. Roehr I droehr@cwfb.com
NO. OF COPIES: 1 D
D
TO: Cabala's Retaill Inc.
One Cabela Drive
Sidney, NE 69160
(308) 254-8052/(308) 254-8060
ATTN: Kevin Rhodes
NO. OF COPIES: 1
TO: Koley Jessen PC
1125 South 103rd St., No. 800
Omaha, NE 68124
(402) 390-9500/ (402) 390-9005
ATTN: Mike Hupp and Tom Ackley
NO. OF COPIES: 1
D
D
TO: Farnsworth Group
2696 S. Colorado Blvd., #250
Denver, CO 80222
(303) 692-8838/(303) 692-0470
ATTN: Dave DiFulvio/Fred Easton
NO. OF COPIES: 1
TO: Koley Jessen P.C.
One Pacific Place
1125 S. 103 St., Suite 800
Omaha, NE 68124
(402) 343-3829/(402) 390-9005
ATTN: Patrick Lutz
NO. OF COPIES: 1
M
D
TO: Kaley Jessen p.e.
One Pacific Place
1125 S. 103 St., Suite 800
Omaha, NE 68124
(402) 390-9500/(402) 390-9005
ATTN: Stacia L. Palser
NO. OF COPIES: 1
TO: Norris, Dullea
mkieffer@norrisdullea.com
M
(303) 892- 1166
ATTN: Mark Kieffer
NO. OF COPIES: 1
THE ABOVE IS A LIST OF CLIENTS TO WHOM THE ATTACHED MATERIALS HAVE BEEN DELIVERED. SHOULD
YOU HAVE ANY QUESTIONS REGARDING THESE MATERIALS, PLEASE CONTACT FIRST AMERICAN HERITAGE
TITLE CO AT THE ABOVE PHONE NUMBER.
PLEASE REVIEW THE ENCLOSED MATERIAL CAREFULLY AND TAKE NOTE OF THE FOLLOWING ITEMS
CONTAINED THEREIN,
Ernail address: Mari O'Brien 'mobrien@fahtco.com'
Schedule A: updated
Schedule B-1: no change
Schedule B-2: added note after exception 5
DCLENTRN
File# KC40973B04
DISCLOSURES
NOTICE TO PROSPECTIVE OWNERS
(A STATEMENT MADE AS REQUIRED BY COLORADO
INSURANCE REGULATION)
GAP PROTECTION
When this Company conducts the closing and is responsible for recording or filing the legal
documcnts resulting from the transaction, the Company shall be responsible for all matter which
appear on the record prior to such time of recording or filing_
MECHANIC'S LIEN PROTECTION
If you are a buyer ofa single family residence you may request mechanic's lien coverage to be
issued on your policy of insurance.
If the property being purchased has not been the subject of construction, improvements or repair
in the last six months prior to the date of this commitment, the requirements will be payment of
the appropriate premium and the completion of an Affidavit and Indemnity by the seller.
If the property being purchased was constructed, improved or repaired within six months prior to
the date of this commitment, the requirements may involve disclosure of certain financial
information, payment of premiums, and indemnity, among others.
The general requirements stated above are subject to the revision and approval of the Company.
SPECIAL TAXING DISTRICT NOTICE
(A Notice Given In Conformity With Section 10-1 ]-122 C.R.S.)
The subject land may be located in a special taxing district; a certificate of taxes due listing each
taxing jurisdiction shall be obtained from the county treasurer or the county treasurer's authorized
agent; and information regarding special districts and the boundaries of such districts may be
obtained from the board of county commissioners, the county clerk and recorder, or the county
assessor.
PRIVACY PROMISE FOR CUSTOMERS
We will not reveal nonpublic customer personal information to any external non-affiliated
organization unless we have been authorized by the customer, or are required by law.
CONSUMER DECLARATION STATEMENT
This Commitment for Title insurance may include a Schedule B exception reference to recorded
evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface
estate. If such refercncc is made, there is a substantial likelihood that a third party holds some or
all interest in oil, gas, other minerals, or geothermal energy in the property. The referenced
mineral estate may include the right to enter and use the property without the surface owner's
permission. You may be able to obtain title insurance coverage regarding any such referenced
mineral estate severance and its effect upon your ownership. Ask your title company
representative for assistance with this issue.
· e.-/%
'~\
@
FIRST AMERICAN HERITAGE TITLE COMPANY
INFORMATION
The Title Insurance Commitment is a legal contract between you and the company. It is issued to
show the basis on which we will issue a Title Insurance Policy to you. The Policy will insure you against
certain risks to the land title, subject to the limitations shown in the Policy.
The Company will give you a sample of the Policy form, if you ask.
The Commitment is based on the land title as of the Commitment Date. Any changes in the land
title or the transaction may affect the Commitment and the Policy.
The Commitment is subject to its Requirements, Exceptions and Conditions.
THIS INFORMATION IS NOT PART OF THE TITLE INSURANCE COMMITMENT.
TABLE OF CONTENTS
Page
AGREEMENT TO ISSUE POLICY
SCHEDULE A
1. Commitment Date
2. Policies to be Issued, Amounts and Proposed Insureds
3. Interest in the Land and Owner
4. Description of the land
SCHEDULE B-1 -- Requirements
SCHEDULE B-2 -- Exceptions
CONDITIONS
YOU SHOULD READ THE COMMITMENT VERY CAREFULLY.
If you have any questions about the Commitment, please contact the issuing office.
trrFAMJKT
File If KC4D973B04
2
2
2
2
3
4
1.A
File # KC40973BQ4
CONDITIONS
1. DEFINITIONS
(a) "Mortgage" means mortgage, deed of trust or other security instrument.
(b) "Public Records" means title records that give constructive notice of matters affecting the title
according to the state law where the land is located.
2. LATER DEFECTS
The Exceptions in Schedule B - Section 2 may be amended to show any defects, liens or
encumbrances that appear for the first time in public records or are created or attached
between the Commitment Date and the date on which all of the Requirements of Schedule B
- Section 1 are met. We shall have no liability to you because of this amendment.
3. EXISTING DEFECTS
If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B,
we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens
or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this
information and did not tell us about it in writing.
4. LIMITATION OF OUR LIABILITY
Our only obligation is to issue to you the Policy referred to in this Commitment, when you
have met its Requirements. If we have any liability to you for any loss you incur because of an error
in this Commitment, our liability will be limited to your actual loss caused by your relying on
this Commitment when you acted in good faith to:
comply with the Requirements shown in Schedule B - Section 1
or
eliminate with our written consent any Exceptions shown in Schedule B - Section 2.
We shall not be liable for more than the Policy Amount shown in Schedule A of this
Commitment and our liability is subject to the terms of the Policy form to be issued to you.
5. CLAIMS MUST BE BASED ON THIS COMMiTMENT
Any claim, whether or not based on negligence, which you may have against us concerning the
title to the land must be based on this Commitment and is subject to its terms.
200.200-1
File.# KC40973B04
Form No. 1343 (CQ-87)
AL TA Plain Language Commitment
COMMITMENT FOR TITLE INSURANCE
ISSUED BY
FIRST AMERICAN HERITAGE TITLE COMPANY
agent for
FIRST AMERICAN TITLE INSURANCE COMPANY
AGREEMENT TO ISSUE POLICY
FIRST AMERICAN TITLE INSURANCE COMPANY, referred to in this Commitment as the
Company, through its agent, First American Heritage Title Company, referred to in this Agreement as the
Agent, agrees to issue a policy to you according to the terms of this Commitment. When we show the
policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effec-
tive as of the Commitment Date shown in Schedule A-
If the Requirements shown in this Commitment have not been met within six months after the
Commitment date, our obligation under this Commitment will end. Also our obligation under this Commit-
ment will end when the Policy is issued and then our obligation to you wili be under the Policy.
Our obligation under this Commitment is limited by the following:
The Provisions in Schedule A-
The Requirements in Schedule B-1.
The Exceptions in Schedule B-2.
The Conditions on page 1-A-
This Commitment is not valid without SCHEDULE A and Sections 1 and 2 of SCHEDULE B.
First American Title Insurance Company
~ 47J Of' ~ "',.,,'"
BY )7ltui tl ~
SECRETARY
~h
COUNTERSIGNED
File# KC4fl973B04
FIRST AMERICAN HERITAGE TITLE CO
950 South Cherry Street #1400. Denver. CO 80246. Phone: (303) 691.3333. FAX:
COMMITMENT
SCHEDULE A
Commitment No: KC40973B04-5
1. commdtment Date: December 30, 2004 at 7:29 A.M.
2. Policy or Policies to be issued:
Policy Amount
(a) owners Policy
Proposed Insured:
$
3,500,000.00
Cabela's Retail, Inc., a Nebraska corporation
(b) Loan Policy
NONE
Proposed Insured:
$ - 0 -
3. Fee Simple interest in the land described in this commdtment is owned, at the
Commdtment Date by:
Cabela's Retail, Inc., a Nebraska corporation
4. The land referred to in this commitment is described as follows:
SCHEDULE A PAGE 2 ATTACHED HERETO
PREMIUM,
Owner's Policy
Tax Certificate
Recording Escrow
Documentary Fee
Wire Fees
$
$
$
$
$
6,588.00
30.00
600.00
350.00
100.00
Closing Fee
$
600.00
01/11/05 09,20,24 ch CH1622
urCOCT7
OI/11/05 09:20:28 ch CH1622
SCHEDULE A - Page 2
Order No. KC40973B04-5
A parcel of land located in the Southeast 1/4 of the Southeast 1/4 of Section
19, the Southwest 1/4 of the Southwest 1/4 of Section 20, The Northwest 1/4 of
the Northwest 1/4 of Section 29, and the Northeast 1/4 of the Northeast 1/4 of
Section 3D, being a portion of Lots 1 through 4, 17 through 24, and all of
Lots 5 through 8, all inclusive, Roxbury Gardens, as recorded in Map Book 2,
Page 33 at Reception No. 09337790 in the Jefferson County Clerk and Recorder's
Office, being in Township 3 South, Range 69 West of the Sixth Principal
Meridian, County of Jefferson, State of Colorado, described as follows:
Beginning at the Southeast corner of the said Northeast 1/4 of the Northeast
1/4 of Section 30, whence the East One-Quarter corner of said Section 30 lies
South 00'47'33" East along the East line of the said Northeast 1/4 of Section
30, 1320.79 feet;
thence South 89'24'19" West along the South line of the said Northeast 1/4 of
the Northeast 1/4 of Section 30, 259.68 feeti
thence North 00'35'41" West 824.49 feeti
thence North 54'30'25" West 171.14 feet to the point of curvature of a curve
concave Easterly having a radius of 300.00 feet;
thence through a central angle of 83'56'17", Northerly along the arc of said
curve 439.50 feet to the point of tangency;
thence North 29'25'51" East 206.58 feet to the Northeast line of that 80 foot
wide Denver Water Board Easement recorded at Reception No. 92130445 in said
officei
thence North 48'17'10" West along said Northeast line of said easement
1131.61 feet to the North line of that parcel described in that document
recorded in Book 1992 at Page 752 in said Officei
thence along the North line of said parcel the following 3 courses:
1. South 89'53'13" East 333.55 feet;
2. North 65'11'47" East 177.70 feet;
3. thence South 89'25'23" East 731.27 feet to the West line of the said
Southwest 1/4 of the Southwest 1/4 of Section 20i
thence North 00'22'28" East along said West line 7.56 feet to the North line
of the South 3/4 of said Lots 21 through 24, Roxbury Gardensi thence North
89'15'24" East along said North line 990.43 feet to the West right of way line
of Interstate 70 being monumented by a 1,5" aluminum disk in concrete stamped
"LS 438"; thence South 00'27'36" East along said West right of way line
1005,12 feet to the South line of said Section 20;
thence South 00'31'32" East continuing along said West right of way line
1321.80 feet to the South line of the said Northwest 1/4 of the Northwest 1/4
of Section 29;
thence South 89'40'05" West along said South line 998.81 feet to the point of
beginning,
County of Jefferson,
State of Colorado.
(for informational purposes only) Vacant land-approx 80 acres
File# KC40973B04
01/11/05 09:20:26 ch CH1622
File # KC40973B04
Form No. 1344-B1 (CO-SS)
ALTA Plain Language Co~tment
SCHEDULE B - Section 1
Order No. KC40973B04-5
Requirements
The fOllowing requirements must be met:
{a} Pay the agreed amounts for the interest in the land and/or for the mortgage to be
insured.
(b) Pay us the premiUIDE, fees and charges for the policy.
(c) Obtain a certificate of taxes due from the county treasurer or the county
treasurer's authorized agent.
(d) The following documents satisfactory to us must be signedt delivered and
recorded:
1. Warranty Deed sufficient to convey the fee simple estate or interest in the
land described or referred to herein, to the Proposed Insured, Schedule AI
Item 2A.
The following material, which may not necessarily be recorded, must be
furnished to the Company to its satisfaction to-wit:
{e} Furnish a certified copy of a resolution by the Board of Directors of
Coors Brewing Company, a Colorado corporation, attested to by its secretary,
authorizing this transaction and naming the officers authorized to execute the
instruments necessary to complete this transaction.
(f) Intentionally Omitted.
(g) The following information shall be submitted to the Company for review to
determine whether Mechanics Lien Protection may be granted on the Policy to be
issued under Schedule A, Paragraph 2(b):
(iv) INDEMNITY AGREEMENT I AND AFFIDAVIT & INDEMNITY AGREEMENT
NOTE: IF THE SALES PRICE OF THE SUBJECT PROPERTY EXCEEDS $100,000.00 THE SELLER
SHALL BE REQUIRED TO COMPLY WITH THE DISCLOSURE OR WITHHOLDING PROVISIONS OF C.R.S.
39-22-604.5 (NONRESIDENT WITHHOLDING) .
01/11/05 09,20:27 ch CH1622
File# KC40973B04
FODn No. 1344-B2 (CO-88)
ALTA Plain Language Commdtment
SCHEDULE B - Section 2
Order No. KC40973B04-5
Exceptions
Any policy we issue will have the following exceptions unless they are taken care of
to our satisfaction:
1. Taxes and Assessments not certified to the Treasurer's Office.
2. Any facts, rights, interests or claims which are not shown by the public records
but which could be ascertained by an inspection of the land or by making inquiry
of persons in possession thereof.
3. Easements, or claims of easements, not shown by public records.
4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and
any facts which a correct survey and inspection of the land would disclose, and
which are not shown by the public records.
5. Any lien, or right to a lien, for services, labor or material heretofore or
hereafter furnished, imposed by law and not shown by the public records.
Note: Exceptions 2, 3 and 4 are hereby deleted. Exceptions I, 5 and 23 will
be deleted from the policy to be issued upon compliance with Requirement (g).
6. Taxes and assessments for the current year, including all taxes now or
heretofore assessed, due or payable.
7. Any water rights or claims or title to water, in, on or under the land.
8. Intentionally Omitted.
9. An easement for well site and incidental purposes granted to the Consolidated
Mutual Water Company by the instrument recorded April 22, 1929 in Book 317 at
Page 43.
Note: Upon the execution and recordation of a new easement agreement which
replaces and supercedes the easement described in Book 317 at Page 43 the
current exception will be replaced with the new easement to be created.
10. An easement 20 feet in width affecting the Northerly portion of said premises
as set forth in deed to Jefferson County recorded April 15, 1931 in Book 337 at
Page 227.
Note: Upon the recordation of a Quit Claim Deed from Jefferson County
conveying all right, title and interest in the 20 foot easement Exception 10
will be deleted from the title policy to be issued.
11. An easement for water conduit with necessary valves, vaults, manholes,
ventilators and incidental purposes granted to the City and County of Denver
--Continued
01/11/05 09:20:30 ch CH1622
HIe # KC40973B04
Form No. 1344~B2 (CO~88)
ALTA Plain Language Co~tment
Schedule B - Section 2 continued
Order No. KC40973B04-5
by the instrument recorded March 20, 1936 in Book 379 at Page 66.
12. An easement for water conduit with necessary valves, vaults, manholes,
ventilators and incidental purposes granted to the city and County of Denver by
the instrument recorded February 19, 1951 in Book 70B at Page 336.
13. Intentionally omitted.
14. Reservation in Vacation Resolution recorded February 24, 1966 in Book 1854 at
Page 749, as follows:
Subject to the reservation of easements for the continued use of existing
sewer, gas, water or similar pipe lines and appurtenances. Existing ditches
and appurtenances and existing electric, telephone and similar lines and
appurtenances, if any.
Note: Upon the recordation of a Quit Claim Deed from Jefferson County
conveying all right, title and interest in easement reserved Exception 14 will
be deleted from the title policy to be issued.
15. Intentionally Omitted.
16. Intentionally Omitted.
17. Intentionally Omitted.
18. An easement for one or more water pipe lines and incidental purposes granted
to the City and County of Denver, acting by and through its Board of Water
Commissioners by the instrument recorded October 13, 1992 at Reception No.
92130445.
19. Intentionally Omitted.
20_ Intentionally Omitted.
21- Intentionally Omitted.
22. Intentionally Omitted.
23. Any existing leases or tenancies.
24. An easement to construct, lay, maintain, remove, repair, operate, change or
alter an underground sewer line and its appurtenances, together with the
CONTINUED
01/11/05 09,20,31 ch CH1622
File If KC40973B04
Form No. 1344-B2 (CO-SSI
ALTA Plain Language commitment
Schedule B - Section 2 continued
order No. KC40973B04-5
necessary manholes and lampholes and the perpetual right of way for ingress
and egress thereto and therefrom and incidental purposes granted to the
Applewood Sanitation District by the instrument recorded August 15, 1974 in
Book 2653 at Page 360.
25. Terms, conditions, provisions, agreements and obligations specified under the
Water Resources Reservation and Easement Agreement by and between Coors
Brewing Company, a Colorado corporation and Cabela's Retail, Inc., a Nebraska
corporation recorded December 23, 2004 at Reception No. F2149073.
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SPECIAL USE PERMIT
CABELAI S GRADING
CITY OF WHEA RIDGE, COLORADO
OVERLOT GRADING NOTES:
1. ALL SITE GRADING SHALL CONFORM TO THE RE OMMENDA TIONS OF THE LA TEST SOILS INVESTIGATION FOR THIS
PROPERTY.
2. TEMPORARY CUT/FILL SLOPES SHALL NOT EXCE A STEEPNESS OF 1.5: 1 (H: V). PERMANENT SLOPES SHALL NOT
EXCEED 4: 1 (H: V).
3. CLEAR AND GRUB EXISTING PLANT GROWTH PE SOIL ENGINEER RECOMMENDATION.
4. THE CONTRACTOR SHALL ONLY CROSS THE EXI~TING DENVER WATER DEPARTMENT CONDUITS AND ASSOCIATED
EASEMENT AT DESIGNATED AREAS WITH EXISTING C<lDNCRETE STRUCTURES AFTER VERIFICATION, BY THE CONTRACTOR,
THAT THE EXISTING STRUCTURES CAN PROVIDE THE[ NECESSARY SUPPORT OF CONSTRUCTION OPERATIONS. IF
APPROVED BY THE DENVER WATER DEPARTMENT, TH/E CONTRACTOR MA Y SUBMIT DOCUMENTS FOR APPROVAL BY THE
DENVER WA TER DEPARTMENT TO CONSTRUCT ADDITlP, NAL CONCRETE STRUCTURES, PER DENVER WA TER DEPARTMENT
REGULATIONS, AT ALTERNATE LOCATION THE CON1RACTOR IS RESPONSIBLE FOR ENSURING THAT THE EXISTING
DENVER WATER DEPARTMENT CONDUITS ARE NOT D~MAGED DURING GRADING/EARTHWORK OPERATIONS.
!
5. CONSTRUCTION FENCING IS TO MEET CITY REQU~REMENTS PER SPECIAL USE PERMIT CONDITIONS.
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6. COMPACTION STANDARDS FOR EARTHWORK SHA liL MEET LATEST SOIL INVESTIGATION RECOMMENDATIONS.
GENERAL NOTES:
1. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO DA TE OF CONSTRUCTION. FOR
INFORMATION CONTACT: UTILITY NOTIFICATION CENTER OF COLORADO AN LOCAL MUNICIPALITY UTILITY DEPARTMENTS.
THE CONTRACTOR SHALL FIELD VERIFY SIZE, AND HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING FACILITIES PRIOR
TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
2. THE CONTRACTOR SHALL HAVE ONE (1) COpy OF PLANS AND ONE COpy OF THE APPROPRIATE DESIGN AND
CONSTRUCTION STANDARDS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.
3. CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER FORTY EIGHT (48) HOURS PRIOR TO THE START OF
CONSTRUCTION.
4. BENCHMARK:
BASIS OF ELEVATION BASED ON NGS CONTROL POINT "F 412", A STAINLESS STEEL ROD AT THE INTERSECTION OF
KIPLING STREET AND WEST 32ND AVENUE WITH A NA VD88 ELEVATION OF 5,562.74 FEET. "F 412" IS A FIRST ORDER,
SECOND CLASS CONTROL POINT.
MARTIN/MARTIN, INC ASSUMES NO RESPONSIBILITY FOR THIS SURVEY. CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFICATION OF ALL EXISTING ELEVATIONS AND CONTOURS PRIOR TO CONSTRUCTION. NOTIFY PROJECT COORDINATOR
AND ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION.
5. BEARINGS USED ARE COLORADO STATE PLANE, CENTRAL ZONE, NAD 83/92 BASED ON A BEARING OF S50.08'll"E
FROM NGS CONTROL POINT "F 411 RESET" BEING A STEEL ROD AND NGS CONTROL POINT "D 412" BEING A STEEL ROD
AS OBTAINED FROM NGS BASED ON COLORADO HIGH ACCURACY REFERENCE NETWORK (CHARN).
6. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR LANDSCAPING IS THE RESPONSIBILITY OF THE
CONTRACTOR.
7. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE ST A TE OF COLORADO PERMITTING PROCESS FOR "STORM
WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY." FOR INFORMATION, PLEASE CONTACT COLORADO
DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, WQCD-PE-B2, 4300 CHERRY DRIVE SOUTH, DENVER,
COLORADO 80222-1530. ATTENTION: PERMITS AND ENFORCEMENT SECTION. PHONE (303) 692-3590.
8. IF DEWATERING IS REQUIRED, A ST A TE CONSTRUCTION DEWA TERING DISCHARGE PERMIT IS REQUIRED FOR
DISCHARGES TO A STORM SEWER, CHANNEL, IRRIGATION DITCH, ANY STREET THAT IS TRiBUTARY TO THE
AFOREMENTIONED FACILITIES, OR ANY WATERS OF THE UNITED STATES. CONTRACTOR IS RESPONSIBLE FOR SECURING
THE PERMIT.
9. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN
ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION
OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
UNKNOWN UNDERGROUND UTILITIES. CONTRACTOR SHALL FIELD LOCA TE ALL EXISTING U TI:"'I TIES, HORIZONTAL AND
VERTICALLY, PRIOR TO CONSTRUCTION.
10. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITY
JURISDICTIONS TO COORDINA TE SCHEDULES.
11. THE CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS FOR
A PERIOD OF ONE - YEAR FROM THE DA TE OF ACCEPTANCE.
12. CONTRACTOR SHALL REGULARLY PATROL THE PUBLIC LANDS ADJACENT TO THE DEVELOPMENT, REMOVE
CONSTRUCTION DEBRIS AND KEEP CLEAN AND SAFE.
13. THE CONTRACTOR SHALL FURNISH THE OWNER WITH A OF "RECORD" PLANS PRIOR TO ENTERING INTO THE
ONE- YEAR WARRANTY PERIOD. THE PLANS SHALL BE ACCOMPANIED BY A LETTER SEALED AND SIGNED BY A
REGISTERED LAND SURVEYOR AS TO THE COMPLETENESS OF THE RECORD PLANS.
14. CONTRACTOR SHALL OBTAIN ALL PERMITS FOR UTILITY INTERFERENCE AND TRAFFIC CONTROL. ALL REQUIRED
PERMITS SHALL BE OBTAINED BY CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORK ON PROJECT.
15. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE
JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
16. THE DUTY OF THE OWNER/ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS
NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE
CONSTRUCTION SITE.)
17. REFER TO RECOMMENDATIONS REGARDING EXCAVATION, COMPACTION, EMBANKMENT, OVER EXCAVATION, TOPSOIL
REMOVAL AND PLACEMENT, WITHIN SOIL REPORT.
18. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER'S REPRESENTATIVE, AND THE CITY, OF ANY
PROBLEMS IN CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO
ITS CONSTRUCTION.
19. A WATER TRUCKS WILL BE PROVIDED, BY THE CONTRACTOR TO KEEP DUST IN CHECK. CONTRACTOR IS
RESPONSIBLE FOR WA TER SUPPL Y AND HAUL AS NEEDED.
20. ANY SETTLEMENT OR SOIL ACCUMULATION, BEYOND THE PROPERTY LIMITS, DUE TO GRADING OR EROSION SHALL
BE REPAIRED, BY THE CONTRACTOR, IMMEDIA TEL Y, INCLUDING EROSION CONTROL MEASURES IN PLACE.
21. NO GRADING SHALL TAKE PLACE UNTIL ALL APPROPRIATE PERMITS HAVE BEEN OBTAINED.
22. ANY CONSTRUCTION DEBRIS OR MUD TRACKING ONTO THE PUBLIC RIGHT-OF-WAY, RESULTING FROM THE PROJECT,
SHALL BE REMOVED IMMEDIATELY, BY THE CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY FIX ANY EXCA VA TION,
OR PAVEMENT FAILURE CAUSED BY THE PROJECT, AND SHALL PROPERLY BARRICADE THE SITE UNTIL CONSTRUCTION IS
COMPLETE. FAILURE, BY THE CONTRACTOR, TO CORRECT ANY OF THE ABOVE WITHIN 48 HOUR OF WRITTEN NOTICE,
SHALL CAUSE THE OWNER TO ISSUE A STOP WORK ORDER AND lOR DO THE WORK AND MAKE A CLAIM AGAINST THE
PROJECT'S LETTER OF CREDIT FOR ANY COSTS INCURRED.
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING UTILITY LOCATIONS A T LEAST 48 HOURS PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
24. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG PERSONS, OR OTHER DEVICES
NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
25. THE CONTRACTOR SHALL LOCATE ALL PROPERTY LINE PINS THAT DEFINE THE PERIMETER OF THE PROPERTY.
26. GRADE SHOWN HEREIN IS FINAL, FINISHED GRADE, INCLUDING TOP SOIL OR PAVEMENTS. FINAL ELEVATIONS OF
SUBGRADES ARE TO BE APPROVED BY PROJECT COORDINA TOR.
EROSION CONTROL NOTES:
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1. ALL GRADING, EROSION, AND SEDIMENT CONTROL MUST CONFORM WITH PLANS. REVISIONS TO DISTURBANCE
AREAS, SLOPES, AND/OR EROSION AND SEDIMENT CONTROL MEASURES ARE NOT PERMITTED WITHOUT PRIOR
APPROVAL FROM THE OWNER'S REPRESENTATIVE.
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH
CONSTRUCTION ACTIVITY FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, AT LEAST 10
DA YS PRIOR THE START OF CONSTRUCTION ACTIVITIES FOR LAND DISTURBANCE AREAS OF ONE ACRE OR GREA TER.
THE PERMIT MUST BE KEPT CURRENT THROUGHOUT THE CONSTRUCTION DURATION.
3. EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO GRADING ACTIVITIES.
4. ALL TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENT CONTROL PRACTICES MUST BE MAINTAINED AND
REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. FOR EXAMPLE, EROSION
CONTROL BLANKETS, STRAW BALE DIKES OR SILT FENCES MAY REQUIRE PERIODIC REPLACEMENT. SEDIMENT TRAPS
AND BASINS WILL REQUIRE PERIODIC SEDIMENT REMOVAL.
5. ALL TOPSOIL, WHERE PHYSICALLY PRACTICABLE, MUST BE SALVAGED AND NO TOPSOIL SHALL BE REMOVED FROM
THE SITE EXCEPT AS SET FORTH IN THE APPROVED PLANS. TOPSOIL AND OVERBURDEN MUST BE SEGREGATED AND
STOCKPILED SEPARA TEL Y. RUNOFF FROM THE STOCKPILED AREA MUST BE CONTROLLED TO PREVENT EROSION AND
RESULTANT SEDIMENTATION OF RECEIVING WATER.
6. THE CONTRACTOR MUST IMMEDIATEL Y TAKE ALL NECESSARY STEPS TO CONTROL INCREASED SEDIMENT
DISCHARGE.
7. THE CONTRACTOR IS RESPONSIBLE FOR CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL
DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES.
8. THE CONTRACTOR MUST TAKE REASONABLE PRECAUTIONS TO ENSURE THA T VEHICLES DO NOT TRACK OR SPILL
EARTH MATERIALS ON TO STREETS/ROADS AND MUST IMMEDIATELY REMOVE SUCH MATERIALS IF THIS OCCURS.
9. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING WASTE SUCH AS DISCARDED MATERIALS, TRUCK WASHOUT,
CHEMICALS, LITTER, AND SANITARY WASTE, AS APPLICABLE. IN ADDITION, SPILL PREVENTION AND CONTAINMENT
BMP'S FOR CONSTRUCTION MATERIALS, WASTE, AND FUEL MUST BE PROVIDED, AS APPLICABLE.
10. FOR AREAS THAT WILL NOT RECEIVE PERMANENT EROSION PROTECTION WITHIN 90 DAYS TEMPORARY VEGETATIVE
COVER CONSISTING OF SPECIES MIX NOTED BELOW MUST BE DRILL SEEDED AT 30 POUNDS PURE LIVE SEED PER
ACRE. MULCH CONSISTING OF WEED-FREE HA Y, APPLIED AT A RA TE OF 1.5 TONS PER ACRE AND CRIMPED MUST BE
USED TO STABILIZE THE EXPOSED SURFACE. MULCH MUST BE MECHANICALLY CRIMPED INTO THE SOIL.
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(TEMPORARY) SEED MIX
SPECIES
CRESTED WHEA TGRASS HF AIRWA y"
WESTERN WHEA TGRASS H ARRIBAH OR HBARTON"
SMOOTH BRaME "LINCOLNH OR "MANCHARH
TALL FESCUE "K-31"
SIDEOA TS GRAMA
BLUE GRAMA
% OF MIX (BY WEIGHT)
20%
20%
20%
20%
1
10%
11. FUGITIVE DUST EMISSIONS RESULTING FROM GRADING ACTIVITIES AND/OR WIND SHALL BE CONTROLLED USING
THE BEST AVAILABLE CONTROL TECHNOLOGY, DEFINED BY THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND
ENVIRONMENT, AT THE TIME OF GRADING.
12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DURING CONSTRUCTION, AND SHALL BE INSTALLED
WITHIN 24 HOURS, OR WITHIN THE TIME FRAME SET FOURTH BY THE CITY INSPECTOR.
13. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO DISTURBED AREAS WITHIN 14
DAYS AFTER FINAL GRADE IS ACHIEVED ON ANY PORTION OF THE SITE, OR TO DISTURBED AREAS THAT MAY NOT BE
AT FINAL GRADE, BUT ARE TO BE LEFT DORMANT FOR A PERIOD OF TIME OF MARE THAN 30 DAYS.
14. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED SHALL BE
STABILIZED WITH PERMANENT SEED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. UNIFORM
VEGETATIVE COVER SHALL BE ESTABLISHED TO 70%.
15. THE EROSION AND SEDIMENT CONTROL PLAN MAY BE MODIFIED BY THE OWNER'S REPRESENTATIVE, AS FIELD
CONDITIONS WARRANT.
SHEET INDEX
LEGEND
C100
C101
C102
C103
C104
C105
C106
C107
C150
C151
C152
C153
TING
PROPOSED
COVER SHEET
CABELA.S SITE GRADING
SALTER PARCEL GRADING
CABELA.S SITE EARTHWORK
SALTER PARCEL EARTHWORK
CABELA.S SITE CROSS SECTIONS
CABELA.S SITE CROSS SECTIONS
SAL TER PARCEL CROSS SECTIONS
EROSION CONTROL PLAN (CABELA'S SITE)
EROSION CONTROL PLAN (SALTER PARCEL)
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
P~OPERTY LINE
I;
CON TRUCTION LIMIT
-----
(f)
;
i
IEASEMENT
I
I
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
ONTOURS
I
IMANHOLE
.
1 -800-922-1 987
232-1991
m
S.ORM SEWER
ST
RD
OR
IN METRO
DEN VE R
IOOF DRAIN
RD
L)/?I
INLET
FLAREjo END SECTION
I
I SIGN
I
I
DIREqTION OF FLOW
I
I TREE
I
D~SCRIPTIONS
I
I
DRIVE
MARTIN/MARTIN assumes no responSibility for utility locations.
The utilities Shown on thiS draWing have been Plotted from the
best available information. It is, however, the contractors
responSibility to field verifY the location Of all utilities prior to
the commencement Of any construction.
C100
.
CALL 2-BUSINESS DA YS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCA VA TE
FOR MARKING OF UNDERGROUND
MEMBER UTILITIES
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4
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54.000
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FILL WITH 15%
COMPACTION FACTOR
(CY)
NET
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85,000
NOTES:
1. METES AND BOUNDS SHOWN WILL BE FINALIZED
BY AMENDED PLAT BY FARNSWORTH GROUP.
2. FOR SI CROSS SECTIONS A-A. B-B. AND
C, RE: C105.
3. FOR SITE CROSS SECTIONS D-D, E-E. AND F-F.
RE: SHEET C106.
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MARTIN/MARTIN assumes no responSibility for utility locations.
The utilities Shown on thiS draWing have been Plotted from th
best available in ation. It is, however) the contractors
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to the commencement any construction.
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LEGEND
PROPOSED
PROPERTY LINE
EASEMENT
_________s
DRAINAGE OUTP~LL TO
WETLANDS F~REBAY
CURB & GUTTER
5750
CONTOURS
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MANHOLE
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17,000 CUBIC YARDS
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CONCRETE WASHOUT AREA
@
SEDIMENT BASIN
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NOTE:
BUILDINGS SHOWN ON LOT 4 NO LONGER EXIST. CONTRACTOR TO CLEAR AND
GRUB AND HAUL AWAY DEBRIS.
SLOPE ST ABILIZA TION SHALL APPLY TO ALL SLOPES 10: 1 AND STEEPER HA TCHED
AREAS ARE NOT ALL INCLUSIVE. SLOPES STABILIZATION BMPS INCLUDE, BUT ARE
NOT LIMITED TO:
1. HORIZONTAL "TROUGHS" IN SLOPES
2. EROSION CONTROL BUNKERS
3. TURF REINFORCEMENT MA TS
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lCTIC FS
1 :1
"
'.;;;1
2007_1 D
contrOl Jj( t
lC'Tll;ES
DRAINAGE Ct~1 t t:Ki MANUAL
f2'~':\
\.;?E?/
WIRE
o(';Kt:::t:N "\\.
,
~-
of
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.
tr
:R
riQA\/~1 '\ ~L..,A.CED
CONSTRUCTION BEST MANAGEMENT PRACTICES
/'
A.-.....
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WIRE :::::::-::.::::"- - ... &...,.,,,..
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NTS
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~~a;;i.,..r I::.l,.} 0 T T f'V".AI IUN
[~~llC_:L~:; D''';('W
9 ~1
Details provided to District by the City of Broomfieldl Colorado
IR
DEI AIL
GRA1
3
CS...20-Curb n
i~Pdr\j II GKf I t:KI fv1ANUAL
~jin_7
VOL 1 r;;::{
(v1anu ~l
BASED ON
2007,- .1
urban Drainage and
L ISE\n' ..,~;
~t
SIl'lGLi.: 0,-..Il,J,IMN
C5 <11 -
District
WI CURB OPENING
L"X"l-
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f
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-
JJ
BLOCKS I::
f""""'h.U:::Q
.-- -.:;..: ..-.r:_VI-, I=n
Qt.-I!;":: AC&::.Q. I
K- !~
~
~,
,r
..., In let Gravel Filter in a
3)
DRAINAGE CRITERIA MANUAL
3)
MANAGEMENT PRACTICES
INLET PROTECTION CONTlNUED
IP
t&.;z.,.
tz::y
IP
AREA INLET
(TYPE. C SHOWN)
...
,
SEE
JOINT DEtAIL,
THIS SHEET
~
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i
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[
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PLAN
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ROCK ENCLOSED
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{I 0(1:
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o~ ON PA\iEMENT
'---- AREA iNLET
.
[1'1.
SI::G I iUN A.
RQ~~.FJ~I~R,~QJtfT DETAIL
.I
/7~
,/
INU:::
INLET PROTECTiON AFTER INLET CONSTRUCTiON OR AFTER PAVEMENT S.HALL. 6E INSTALLED WITHIN 4a HOURS AfTER INLET CONSTRUCTION OR
...""'" "" "',4
MiNUS),
3, WIRE MESH
I t:MMt::U
V' ".....roL." "nt. Ol"W
INLET
,....... f~lI"""'''''' '1;,11"\ ,",",&:: 'It::~ f\ I
(',~ ........ ,-- . .-
..----.... ENDS OF
S, REINFORCfP ROCK BERM SHALL aE CONSTRUCTED IN ONE PIECE OR SHALL BE CONSTRUCTED USING JOiNT DE1AlL
INLt
_, ffn.~1
!\Jt=~J=;Q.:tt1~V INQt"l:v I . ..........;:;..,.... RfPAIR6 M NEEDED.
2. SEDIMENT ACCUMlJl.,iHED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN ThE SEDIMENT DEPTh UPSTREAM Of ROCK BERM IS
WITHIN 2-112 INCHES OF lHE CREST.
: !'fl.!: t
rV'- i11
_Ar::;: UTa
'.""~ ~_. 16 $T ABILlZED AND CRASS COvt:""R IS APPROVED, UNLESS TKE
iNLt:.1
4, WHEN '~H......
U! II f"ur:::n
r1""il ~,.-,.............. u... ......, .~
np.b.1
DETAiL 8ASED ON DETAilS PROViDED BY DOUGLAS COUN1Y, U n..n l~
Figure C5...21-Area Inlet Protection in a Sump
Reinforced Gravel Filter
Note:
it vvilt
all the rock shown in above illustration
CI r-i ~ and enter the storm sewer inlet and sevver.
) in chIcken wire. Do not use toose rock
2007-10
Urban Drainage and Flood Control District
2007-10
Urban Drainage and Flood Control
C-75
CONSTRUCTION BEST MANAC,EMENT PRACTICES
BEST MANAGEMENT PRACTICES
c; !-li> r . I-r ,.- ,~c
D/~;;:>iN
r-1.Jf~ : 1'1t.::)
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TAR! ~ f\.~n.:1 MAJOR DRA.INP,GE. 1f
BEDDING
I.! ~'J ';,l n. i f rv-\f
Y COLORADO
TempOrary sediment BaSin
1 Of 2)
DRAINAGE CRITERIA MANUAL
CONS I K
3)
@
~ , ,.
@
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A ! ..
SIZjNG '41
FOR STANDARD "...0.-"".,.,...., BASIN
Upstream
(rounded
r1:::>'-'H'e>C"/ ~r...n\ (ac)
Basin Bottom
WIdth (Vi), (ft)
SjJiiiWd)' Crt:tiL
Length (ft)
Hole
Diameter
(HD),
1/2
6
1/2
43
1/4
11
1 '1
55
'j/4
61
64
16
'!8
15/16
31/32
1
13
14
1ri6
70 1/2
1/4
~j1 irmnum Widtrl and of outlet based
on ft I of tnbutary drain time.
BAS:N INST,i\LLA1iON
J
ViEw AND ~.,. ~ ..
SEDIMENT BASlhl
Ur
NONSTANDARD~u~j~i
COLUMNS, "W, HDlF -.
WiDTH (A'{I::~-) I U::NG rH, .
~ ,~-- ,--- BASiN ll\jl~i if"ll IF" _.~-" ,;:,..... "H"
AND Uir;jVIL: r.:.r U
fOR STANDARD BASIN,
DIMENSiON MA Y MODIfiED AS
BOTTOM llt)t: l\ ,C,' Hl::UUCl~D.
f
OLO
y nR ~OWE.P
BAS iNS
SWMP PLAN SHI;LL R~ ,. ,r--r r",-, ....,...~,G;~ .....0 t\I>4~ .-....,..., ,,--r-, '''''1"'
4_ EMBANKMEN"r MATEfW\L !Ali IN-..:!' Ur :::;Vll MATERIAL, AND ROCKS
INCHES AND SHAU A MINIMUM PEHCENT tH VVr;lIjf-11 r'A::;~ING . Hi-Nr ?nl1 C::II=\JE.
r H.l\N 3
EMB..A.NKMEl'IT MATERIAl. SHAt L :::=
6, 40
.~, ^- .~O A Lt:i\~i I "'~ r':=T:~:::::m' MAXlf,lUM
il<.l
Wr-11 ASTM 0 698
. H~- r~~A!i'JA~1= Cd:)i= t\,~N
AND J
'THAN
THAN
C E1;.'\SIN(S; iDENTIFIED ON SVIMP PLAN ViEW DRAWINGS USUJ
C;;Tnpl1t":.i= VOLUME,
SEDlME:NT BASIN(S) HAVE tNDiVIDUALL Y DESiGNED DRAiNAGE
flt:T" II ~ FOH
SEDIMENT
NOTES
! SWMP !li\lJ....!l'..I~;:;Q ~~.H\i ll'H-';jt:l; I .::;t:UIMt:N! BASIN WEEKLY,
MAKE r~:.:~. .,:~~::; or CLEAN M>;;)
STORlvl EVENT AND
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BERM AROUND PERIMETER
GROUND
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3:1 OR FLAITER
SLOPES
OF
1.
PLAN VIEW FOR LOCATIONS OF CONCRETE WASHOUT AREA
CONCRETE WASHOUT AREA SHALL INSTALLED PRiOR TO ANY
CONCRETE PLACEMENT ON SITE
VEHICLE TRACKING CONTROl IS REQUIRED AT THE ACCESS POiNT
4. SIGNS SHALL BE AT THE CONSTRUCTiON ENTRANCE. AT THE WASHOUT AREA. AND
ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATiON OF THE CONCRETE
WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
5 EXCAVATED MATERIAL StiALL UTiLiZED IN PERIMETER BERM CONSTRUCTION
CONC~~TE WASt '9~ ~.~.f,;~AlJ~~I~~9E
CONCRETE WASHOUT AREA SHALL BE
OR AS NECESARY TO MAINTAIN CAPACITY
OR CLEANED Our WHEN $ FULL
2. AT THE END ALL CONCRETE
OF AT AN APPROVED WASTE
3. WHEN WASHOUT AREA COVER AREA WITH TOP SOIL.
DRILL CRIMP MULCH OTHERWISE STABiLiZE IN A MANNER APPROVED BY THE
JURISDICTION
BE REMOVED FROM THE BrTE AND DISPOSED
4 iNSPECT WEEKL Yi DURING AND
ANY STORM
DETAIL BASED ON
PROViDED BY DOUGLAS
and
F;9 u re
waShout Area
Sheet Number:
2007 _10
urban Drainage and FlOOd contrOl DiStrict
C-.29
C153