HomeMy WebLinkAboutWS-18-05Dear City of Wheat Ridge,
We would like to request to have our subdivision case withdrawn. After further review, a new
planned development is a better fit for our project, so we will move forward with that. Please
close out our file.
Let us know if you need any further information in order to close out our file.
Thank you.
Sincerely,
Jay Feaster
Ames Partners LLC
720-891-7916
Team@FeasterRealty.com
1� �4le
City of
wheat (Age
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OMMUNITY DEVELOPMENT
PRE -APPLICATION MEETING SUMMARY
Meeting Date: September 27, 2018
Applicant: Jay Feaster, Feaster Realty
Attending Staff: Lauren Mikulak, Planning Manager
Zack Wallace Mendez, Planner 11
Specific Site Location: Northwest corner of W. 33 d Avenue and Ames Street
Existing Zoning: Residential -Three (R-3)
Existing Comp. Plan: Neighborhood
I. Existing Site Conditions:
The site is located at the northeast corner of Ames Street and W. 33,d Avenue near the eastern
border of Wheat Ridge. It is currently vacant, with the exception of some gardening boxes. The
property is zoned Residential -Three (R-3), which permits medium to high-density residential
development, ranging from single-family to multi -unit developments. Properties to the north
and south (across W. 33 d Avenue) are also zoned R-3. Much of the surrounding neighborhood,
including the properties directly across Ames Street, are zoned Residential -One C (R -1C),
which permits small -lot single-family homes. The senior living facility to the east of the
property is zoned Neighborhood Commercial (NC).
The site consists of four parcels: two large, platted lots on Ames Street, and two narrow (each
approximately 8 -feet wide) tracts at the eastern edge of the property. These tracts were created
when the 16 -foot wide alley was vacated. When vacations occur, the land being vacated is split
between the properties abutting the vacated land. A former owner of the subject site acquired
the neighbor's 8 -foot portion of the alley, thus giving the full width of the former alley to the
subject property. The four parcels total approximately 18,720 square feet (a survey will
determine the exact figure).
IL Applicant/Owner Preliminary Proposal:
This meeting was requested by Staff after the applicant's subdivision application raised some
questions. The applicant intends to move forward with subdividing the property for two
duplexes. Due to the number of variances required by the applicant's proposed subdivision and
future development scenario, this will require rezoning to a Planned Residential Development,
which had not been previously discussed in the applicant's April 2018 pre -app meeting.
III. Will a neighborhood meeting need to be held prior to application submittal?
Yes, a neighborhood meeting is required for all zone change requests.
IV. Planning and Zoning
The Residential -Three (R-3) zone district allows for medium to high-density residential
development; the table below summarizes the standards for each type of allowed residential
use.
*Individual townhome lots are exempt from the lot size, width, and interior side yard setbacks, so long as the
development parcel for the entire building meets all standards
In addition to the standards above, corner lots must be at least 80 feet wide on both street
frontages.
Based on the applicant's desire to construct two duplexes, a minimum 80 foot wide lot would
be required for the corner, and an additional 75' wide lot to the north. The subject property has
a frontage of 124.25 feet along Ames Street (the desired orientation), and thus cannot meet the
lot width requirements. Additionally, when factoring in the proposed reduced lot widths (which
must be approved by City Council) and minimum setbacks, one lot ends up with buildable
width of approximately 27 feet. This would require additional variances in order to build a
duplex. The number of variances required to make this proposal work signals that the existing
R-3 zoning is not the correct fit.
The applicant's intent and desire is construct a two duplex products that are more in-line with
the existing character of the locality, rather than a townhome development, which is possible
under the existing zoning potentially without any variances and only a consolidation plat. The
duplex proposal will require a zone change. A Planned Residential Development is the only
option for proceeding forward with the proposal.
Staff noted that the existing lots could be developed with a single family home on the north lot
and potentially a duplex on the south lot (with approval of a lot width variance at the Board of
Adjustment). This scenario would not require a zone change, may not require a plat (unless
there is desire to consolidate the alley or plat an access easement), would not trigger drainage
requirements, and would have a much lesser public improvements requirement.
V. Review Processes
1. Zone Change (to Planned Residential Development)
Neighborhood Meeting
A neighborhood meeting is required prior to submittal of a zone change application. The
applicant is responsible for drafting a letter that will be delivered (via mail or hand delivery) to
all property owners and current residents in a 600 -foot radius of the subject property. The letter
must be approved by the Community Development Department PRIOR to sending. The
Community Development Department will provide the applicant with a neighborhood meeting
Minimum lot area
Minimum lot
Minimum setback
Minimum side
width
adjacent to all
setback
ublic ROW
Single-family
7,500 sf
60'
25'
5'
Duplex
9,000 sf
75'
25'
5' per story
Multifamily (3+
12,500 sf
1001*
25'
15'*
units)
*Individual townhome lots are exempt from the lot size, width, and interior side yard setbacks, so long as the
development parcel for the entire building meets all standards
In addition to the standards above, corner lots must be at least 80 feet wide on both street
frontages.
Based on the applicant's desire to construct two duplexes, a minimum 80 foot wide lot would
be required for the corner, and an additional 75' wide lot to the north. The subject property has
a frontage of 124.25 feet along Ames Street (the desired orientation), and thus cannot meet the
lot width requirements. Additionally, when factoring in the proposed reduced lot widths (which
must be approved by City Council) and minimum setbacks, one lot ends up with buildable
width of approximately 27 feet. This would require additional variances in order to build a
duplex. The number of variances required to make this proposal work signals that the existing
R-3 zoning is not the correct fit.
The applicant's intent and desire is construct a two duplex products that are more in-line with
the existing character of the locality, rather than a townhome development, which is possible
under the existing zoning potentially without any variances and only a consolidation plat. The
duplex proposal will require a zone change. A Planned Residential Development is the only
option for proceeding forward with the proposal.
Staff noted that the existing lots could be developed with a single family home on the north lot
and potentially a duplex on the south lot (with approval of a lot width variance at the Board of
Adjustment). This scenario would not require a zone change, may not require a plat (unless
there is desire to consolidate the alley or plat an access easement), would not trigger drainage
requirements, and would have a much lesser public improvements requirement.
V. Review Processes
1. Zone Change (to Planned Residential Development)
Neighborhood Meeting
A neighborhood meeting is required prior to submittal of a zone change application. The
applicant is responsible for drafting a letter that will be delivered (via mail or hand delivery) to
all property owners and current residents in a 600 -foot radius of the subject property. The letter
must be approved by the Community Development Department PRIOR to sending. The
Community Development Department will provide the applicant with a neighborhood meeting
letter template and samples. Additionally, the Community Development Department will pull
the property and resident information from the County records and provide the applicant with
mailing labels. The applicant will coordinate with the Community Development Department
on the time and location of the neighborhood meeting. The meeting can be held in the Wheat
Ridge Municipal Building Conference Room.
Staff will be present at the meeting to answer any zoning, land use, and process related
questions. However, the applicant will lead the meeting and inform the audience about the
proposal.
Planned Development Application
Once the neighborhood meeting is complete, Staff can accept a complete application
There are two steps in establishing a planned development:
1. Approval of an outline development plan (ODP), establishing the planned development
zone district, permitted uses in that district, underlying development parameters, and
general design concepts.
2. Approval of a specific development plan (SDP), providing specific site plans, building
elevations, and civil documents.
After the neighborhood meeting is complete, a formal complete application may be submitted
(see OPD and SDP submittal checklists). The ODP and SDP can be submitted and reviewed
together, or they can be broken apart into two separate processes.
Once the complete application is submitted, it will be assigned a case manager. The case
manager will be the applicant's point of contact at the City for the duration of the process. The
case manager will review the application, and once all submittal requirements are met, the
application will be sent out on referral to outside service agencies (Xcel Energy, water district,
fire district, etc.) and other City agencies (Public Works, Economic Development, etc.) for
review. The referral period is 15 days, during which time the referral agencies and departments
may submit comments on the application. These comments, as well as those from the case
manager, will be forwarded to the applicant. Modifications to the documents may be required
as a result of these comments.
After all comments have been addressed, a public hearing before Planning Commission will be
scheduled. A public hearing before Planning Commission will require the property to be
posted. The posting period lasts 15 days and requires a sign be posted on the property.
Additionally, the Community Development Department will send out written notification of
the hearing to all property owners within a 300 -foot radius of the subject property. During the
public hearing at Planning Commission, the case manager will present the application to
Planning Commission, and based on an established set of criteria present evidence to support a
recommendation of approval, approval with conditions, or denial of the rezoning. The
applicant and the public will have the opportunity to present evidence and provide testimony in
support or opposition of the rezoning application. The Planning Commission will then
recommend approval, approval with conditions, or denial of the rezoning. This
recommendation will be forwarded to City Council for review and decision.
Regardless of Planning Commission's recommendation, the application will automatically be
scheduled for a public hearing before City Council. A zone change to a planned development
district must be approved by ordinance by the City Council. This required two readings. The
first reading of the ordinance is not a public hearing and no testimony is given regarding the
case. The first reading date is solely for the purpose of publicly setting the public hearing date.
The second reading of the ordinance is a public hearing. This public hearing before City
Council hearing will require an additional posting period. This posting period lasts 15
consecutive days and will require a sign to be posted on the property. The Community
Development Department will also mail out notification of the hearing to all property owners
within 300 -feet of the subject site. At the public hearing before City Council, the case manager
will present the case, and based on an established set of criteria present evidence to support a
recommendation of approval, approval with conditions, or denial of the zone change. The
applicant, and the public, will be allowed to present evidence and provide testimony in support
of opposition of the zone change. The City Council will then make a decision of approval,
approval with conditions, or denial based on the testimonies provided by staff, the applicant,
and the public. If approved, the ordinance approving the zone change does not go into effect
until 15 days following the final publication of the ordinance.
If the ODP and SDP are processed together, both will go through the process outlined above. If
the ODP and SDP are broken apart into two separate processes, the ODP will follow the
process above. If the ODP is approved, the SDP may then be submitted and will follow the
process above with the following exceptions: no additional neighborhood meeting is required,
and only one public hearing will be held before the Planning Commission. No City Council
meeting is required for an SDP application by itself.
2. Subdivision
A subdivision consisting of 4 lots or parcels is considered a minor subdivision. A minor
subdivision requires one public hearing in front of Planning Commission. However, a
subdivision with lot width variances is processed as a major subdivision and requires a second
public hearing before City Council.
Upon submittal of a complete application, the case manager will review the application, send it
out on referral to outside service agencies (Neel Energy, water district, fire district, etc.) and
other City agencies (Public Works, Economic Development, etc.) for review. The referral
period is 15 days, during which time the referral agencies and departments may submit
comments on the application. These comments, as well as those from the case manager, will be
forwarded to the applicant. Modifications to the subdivision plat may be required as a result of
these comments. The applicant must address comments and resubmit relevant documents. This
process may need to occur several times.
Once all comments have been addressed to the case manager's satisfaction, a public hearing
before Planning Commission will be scheduled. Planning Commission will make a
recommendation of approval, approval with conditions, or denial. This recommendation will
be forwarded to City Council for final action. Each public hearing requires a mandated posting
period, during which time the property will be posted with a sign, notice will be posted in the
Wheat Ridge Transcript, and letters will be sent out to all property owners within 300 feet of
the property.
Once approved, a blackline mylar copy of the plat must be submitted to the City of Wheat
Ridge in order to be recorded with Jefferson County Clerk and Recorder.
4
The plat must be approved and recorded prior to the issuance of any building permits.
VI. Utility Providers
The City of Wheat Ridge is not a full-service city. The utility and service providers for this
property include:
• West Metro Fire Protection District, phone: 303-989-4307
• Wheat Ridge Water District, phone: 303-238-0451
• Wheat Ridge Sanitation District, phone: 303-424-7252
All land use applications will be sent out on referral to these agencies for comment (see
Section V); however, staff encourages potential applicants to contact service districts ahead of
time. This may help to understand any design or infrastructure requirements and potential costs
associated with the proposed project.
VII. Required Fees
Application fees
• Outline Development Plan
• $800 + $125/acre + $225 publication/public notice fee
• $800 + ($125 x 0.43 acres = $53.75) + $225 = $1,078.75
• Specific Development Plan
• $500 + $500/acre
• $500 + ($500 x 0.43 acres = $215) _ $715.00
• Subdivision (minor)
• $700 +$100/lot
• $700 + ($100x 2 = $200) _ $900
• Credits
• Fees in the amount of $1, 425.00 were paid for the processing of Case No. WS -
18 -05 (major subdivision with variances). Since this case will be withdrawn,
these funds will be credited towards your application.
• TOTAL
• $1,078.75 (ODP) + $715 (SDP) + $900 (sub.) - $1,425 (credit) _ $1,268.75
Parkland
• In addition to application fees, the City requires parkland dedication or fees -in -lieu of
parkland dedication. Due to the size of this property, fees -in -lieu of dedication will be
accepted. The fee is $2,497.29 for each new housing unit constructed, and is collected
at the time the approved plat is submitted for recording.
• With four proposed units, the fee would total $9,989.16.
Permits
• Fees associated with site work, right-of-way and building permits are based on project
value and include plan review fees, permit fees, and use tax.
VIII. Subdivision Improvement Agreement (SIA) and Construction
As part of the subdivision approval, a subdivision improvement agreement will be required to
memorialize the applicant/developer's obligation to construction public improvements. The
phasing or installation schedule will all be memorialized in the agreement, and the developer
will need to provide itemized cost estimates and financial guarantee for any on- and off-site
improvements. In this case, this would include drainage improvements (see Section Xl),
improvements to perimeter streets (see Section X), and shared on-site improvements such as a
shared alley.
Subsequent to approval of land use applications and the SIA, the City utilizes a series of
permits to allow various scopes of work:
1. Demolition permit — This is issued by the Building Division. Specific requirements
may depend based on the type and age of structure being demolished. This type of
permit will not be required for this project.
2. Grading permit — This is issued by the Public Works Department. This permit may be
necessary to allow overlot grading and will include approval of a grading plan,
stormwater management plan (S W MP), and posting of a bond. This type of permit will
be required for this project.
3. Site work permit — This is issued by the Building Division. The scope of this permit is
the on-site, common infrastructure. This could include, but is not limited to, alleys,
internal drives, parking areas, sidewalks, site lighting, shared trash enclosures, et cetera
The civil construction plans are tied to this permit. This type of permit will be required
for this project.
4. Right-of-wav permit— This is issued by the Public Works Department. The scope of
this permit is any work that is completed within the right-of-way. The civil
construction plans are also tied to this permit. This type of permit will be required for
this project.
5. Building permit — This permit is issued by the Building Division for any vertical
structures. The SIA will identify when building permits may be issued relative to the
completion of on- and off-site improvements. This type of permit will be required for
this project.
IX. Drainage
When subdividing land, drainage must be addressed. Different standards apply based on the
amount of impervious area being added to the site:
1. 3,000 to 10,000 square feet of imperious area added:
Must address 100% of the water quality capture volume. A drainage letter is required.
2. More than 10,000 square feet of impervious area added:
Must address full stormwater flood attenuation detention and water quality
incorporating water quality measures. A final drainage report is required.
This information only serves as a brief synopsis of the drainage requirements, please access the
full Site Drainage Requirements from the City's website at the following link:
http://www.ci.wheatridge.co.us/DocumentCenter/View/610/Site-Drainage-Requirements?bidld
This project is classified as a subdivision/multifamilv development and falls into the "New
Development" category (page 8 of site drainage requirements).
X. Public Improvements
The existing sidewalks on Ames Street and W 33`d Avenue are substandard; both streets
require 5' attached sidewalks with 6" vertical curbing. Additionally, Public Works suggested a
bulb -out at the corner of 33`d Avenue and Ames Street, which will allow ADA ramps to be
constructed and will narrow the streets creating protected on -street parking and shorter
C
pedestrian crossing distances. There is sufficient right-of-way in place for these improvements
and no dedication will be required on the plat. A right-of-way permit will be required for this
work, please refer to Section VIII.
XL HOA Covenants
Because the property will include shared elements including the drainage facility and private
alley, a Homeowners Association will be required in order to maintain these areas. HOA
covenants will need to be provided to staff to confirm that these shared features are being
maintained.
XII. Building Division comments
New construction will require building permits (see Section VIII), and the issuance of a
Certificate of Occupancy upon completion of the project, only after passing all of the required
inspections.
The City has adopted and currently enforces the 2012 Edition of the International Codes and
the 2014 Edition of the National Electric Code. The City uses the ANSI 117.1-2009 Standard
in determining requirements related to accessibility.
Note: Please be aware that the above comments are for general information purposes only. Staff
cannot predict the outcome of any land use development application. A favorable response from staff
does not obligate any decision-making body (Community Development Director, Public Works
Director, Planning Commission and/or City Council) to a desired outcome. Staff will provide the best
advice available given existing regulations, current policy, political climate and information submitted.
Phone Numbers
Lauren Mikulak—Planning Manager
303-235-2845
Meredith Reckert — Senior Planner
303-235-2848
Zack Wallace Mendez — Planner II
303-235-2852
Scott Cutler — Planner I
303-235-2849
Dave Brossman — Development Review Engineer
303-235-2864
Mark Westberg—Projects Supervisor
303-235-2863
Jordan Jefferies — Civil Engineer
303-235-2868
Steve Art — Economic Development Manager
303-235-2806
Randy Slusser — Chief Building Official
303-235-2803
7
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44
Straightlime Surveying & ]Engineering Inc
UPDATED: SURVEYING
ENGINEERING
CONSTRUCTION MANAGEMENT
314 WILCOX STREET, SUITE 202 PH (303) 551-2321
CASTLE ROCK, CO 80104 FAX (303) 790-7844
DATE: 8-9-2018 FEASTER SUBDIVISION
DEM/b"/CHK MDM 3300 AM[ES STREET
PROD. NO. WHEAT RIDGE, COLORADO.
SHEET 2 OF 2
FEASTER SUBD U S ON
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF
SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
OWNERS
I, JAY FEASTER, BEING THE OWNER OF REAL PROPERTY CONTAINING 0.43 ACRES DESCRIBED AS
FOLLOWS:
A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH,
RANGE 69 WEST OF THE 6TH P.M., COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
LOTS 10 AND 11, TOGETHER WITH THE WEST' OF THE VACATED ALLEY ADJOINING SAID LOTS, A
RESUBDIVISION OF BLOCK 5 OF COLUMBIA HEIGHTS,
COUNTY OF JEFFERSON, STATE OF COLORADO
THE EAST} OF THE VACATED ALLEY ADJOINING LOTS 12 AND 13, A SUBDIVISION OF BLOCK 5
COLUMBIA HEIGHTS, AS VACATED BY INSTRUMENT RECORDED JULY IST 1957 IN BOOK 1068 PAGE
60, CIN OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
KNOW ALL MEN BYTHESE PRESENTSTHATTHE UNDERSIGNED, BEING THE OWNERS OF THOSE
LANDS DESCRIBED HEREON, HAVE LAID OUTTHE SAME INTO PARCEL AND EASEMENTSAS
SHOWN HEREON.
OWNER:
JAY FEASTER
STATE OF COLORADO )
)ss.
COUNTY OF JEFFERSON )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _ DAY OF
2018, BY
JAY FEASTER
WITNESS MY HAND AND OFFICIAL SEAL.
MY COMMISSION EXPIRES
NOTARY PUBLIC
CLERK AND
Accepted for Recording in the office of the County Clerk and Recorder of Jefferson County at Golden, Cololrado, this_
day of 20 .
Jefferson County Clerk and Recorder By: Deputy Clerk
Approved this_ day of -. _ - 20_ by the city of Wheat Ridge.
Acceptance of dedicated interests in real property
The city of Wheat Ridge, Colorado hereby accepts the dedication and conveyance to the city of those lots, tracts,
easements, and other interests of real property denoted on this plat as being dedicated to the city for public purposes.
Attest:
lanelle Shaver, City Clerk
DATE
Director of Community Development
Director of Public Works
TE
' a e
1'=1000
NOTES
1) Land Title Guarantee Company, commitment number 2018015995, dated February 21,
2018 at 1131 a.m., and commitment number 2017128171, dated December 14, 2017 at
1:14 p.m., was entirely relied upon for recorded information regarding rights-of-way,
easements and encumbrances in the preparation ofthis survey. The property shown and
described hereon is all of the property described in said title commitments.
2.) Basis of Bearing=S89'41'28"W, Bearings shown on accompanying plat are based on the
East line of the Northwest 1/4 Sec. 25, T3S, R69W of the 6th P.M as monumented and
shown hereon.
3.) This survey does not constitute a title search by Straightline Surveying to determine title
or easements of record. Research for this survey was done in accordance with C.R.S
39-51-105 and the Rules of Procedure and Board Policy Statements of the State Board o
Ucensum for Architects, Professional Engineers and Professional land Surveyors, specifically
those Board Rules and Policies relating to depiction of easements and right of ways an
subdivision plats.
4.) All underground utilities shown hereon are approximated as located by field suryey
from existing surface evidence. Other underground utility lines and service lines may exist
for which there is no evidence and this survey should not be relied upon for construction
without contacting the appropriate agencies or authorities.
5.) Any person who knowingly removes, alters or defaces any Public land Monument or
Land Boundary Monument or accessary commits a class two (2) misdemeanor pursuant to
State Statute 18-4-508, of the Colorado Revised Statute,
6.) Distances on this Site Adjustment Dedication Plat are expressed in U.S. Survey Foot and
decimals thereof. A U.5, Survey Foot is defined as exactly 1200/3937 meters.
7.) Only prints of this surrey marked with an original seal and signature by the surveyor shall
be considered true, valid copies.
B.) Notice: According to Colorado Law you must commence any legal action based upon
any defect in this survey within three years after you first discover such defect. In no event,
shall any legal action based upon any defect in this survey be commenced more than ten
years from the date of the certification shown hereon.
9.) All field work was performed by Thomas C. Miller and Brian J. Miller, with a Trimble R8s
VRS system and Trimble 5600 robotic instrument on April 25. 2018.
10.) Per Colorado Revised Statutes Sec. 38-51-106 (L), all lineal units depicted on this land
Survey Plat are U.S. survey Feet. One Meter equals 39.37 divided by 12 U.S. Surrey Feet
according to the National Institute of Standards and Technology.
The geodetic point coordinate data shown herein has been derived from the NAD83 HARN
State Plane Colorado Central FPS 0502 Coordinate System, and has a horizontal Accuracy
Classification of 0.07 U.S. Survey Feet at the 95% Confidence level,as defined in the
Geospatial Positioning Accuracy Standards of the Federal Geodetic Comml Subcommittee
(FGDC-STD-007.2-1998).
Recommended for approval this_ day of 20_
By the Wheat Ridge planning Commission.
Chairperson
KNOW ALL MEN BY THESE PRESENTS that, the undersigned, being the Holder of Deed of Trust of
those lands described hereon, have laid out the same into a parcel and easements, as shown
hereon.
FEASTER REALITY
Name:
Name:
Title:
STATE OF COLORADO )
)ss.
COUNTY OF JEFFERSON )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _ DAY OF
2018, BY
AS AND
AS of FEASTER REALITY
WITNESS MY HAND AND OFFICIAL SEAL.
MY COMMISSION EXPIRES
NOTARY PUBLIC
I, as authorized agent of the undersigned tile company, do hereby certify that I have
examined the title of lands herein dedicated and shown upon the within plat as public lands, public ways and easements,
and the title of such lands is in the dedicator(s), free and clear of all liens and encumbrances, except as shown in Title
Commitment No. issued by Title Com pany, with an effective
date of
s authorized ag—e t of
Title Company
SURVEYOR'S
I, Michael D. Miller, a Professional Land Surveyor licensed to practice land surveying in the State of
Colorado, do hereby iitr g7urvey of Sec 25,1-3S R69W was made by me or directly under
my supe"lsiM� S?�• ay of April, 2018, and that the survey is based upon
my knowla In�Q J I n an�rtlerf as been prepared in accordance with applicable
standRt {ki� , hersurvey i't I or warranty, either expressed or implied,
and cc aa6i�g platacctirateltt,Aq ftk erly shows said Site Adjustment Dedication
License Number
The foregoing plat is approved for filing by the County of Jefferson, State of Colorado, this _ day of
20 .
Director of Planning and Zoning Division
i
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N
3
4
5
7
8
9
14
22
21
20
19
18
17
16
15
13
xG D II 0
12
FEASTER SUBDIVISION
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF
SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
I 9 I
FND RPC
,.'x. L5. 16115
N' 1703591 69
I
x54 .04 � E: 31 25423.11 POWE
ELEV: 5462.96 POLE
S89. 45' 25-W
5462.83 FL CONCRE�iE
x5462.03 x5461.97 I I PATIO 13
546372 2$1 FND RPC L5. 161 15 } PWN'TE� III++L��JJII
Nov 431QQIIO� N: 1703591.236 l -•S BO%
743 �I'� 30 E: 3125280.231 EDGING y{I ELEV: 5462.83 EDGING
w x5463.59 x5462.49 x5462.8 086 6463.11
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x5464.44 rfl I .M N O Sox
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W '3.� �54�3.0� J I I 10' UTILITY EASEMENT
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x54655Z. ..:�_ N0.6859S�8B252
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WHEAT RIDGE CONTROL POINT: PHAC I Q I 5464.44 F 3300 AME5 STREET
N: 1701258.75 VACANTLOT
E: 3 1 182 17.511 III 12
ELF
5471 .625464.5
LAT, 39.45'28.83'N I 5464.16 5464.02 x5463.90
CL VACATED ALLEY
LONGI 105.04'46.27'W 5465.94 I I I BOOK 1068 PAGE 60
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NNDI 703466.97 FND 2648. L5. 355951 I I r •r'
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ENCLOSURE,
WATER I ELEV: 5465.88 E: 31 25423.82 I I •'' • • e .
VALVE x5466.1 I F- - ELEV: 5466.20 s
x 5466. L • '? , x 466. 1 .
121 3ox� 5466.51 F 5466.61 FL 5466.49 FL , 513' 40' 41'E
5466.43 Fl 5466.27 FL 5466.23 FL 5 .6.28 FL 708,70
POWER
PO N,3a0.30'T4. I POLER 0 POE
I FND 3 114" A.C.
- IN RANGE BOX
STAMPED T35, RG9W, C4 5EC 25, 997
N: 1702764.74
E:3122953.53
ELEV:5455.08
LAT, 39.45'43,49'N
! LONGI 105'03'45.55'W
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5467.21 45891 41' 28'W 2645.72 5AN1 ARY 5467._'
SEWER FND 3 114" A.C.
MANHOLE IN RANGE BOX
I 33RD AVENUE STAMPED COLO. DEPT. OF TKAN5PORTATION
9+96.2537, 200). PL5.NO. 29421
(60' ROW) N: 1702779.01
E: 3 125599.5 1
ELEV: 5467.1 I
LAT, 39.45'43,51'N
LONGI 105.03'11.68'W
22
Straightline Surveying & Engineering Inc.
1�78'I1AIClFaN YABAGMUM
814 7HCO2 MM SMM 2N PH (808) 861-2821
CAS= SOCK CO 80104 FAX (20 780-7844
FEASTER SUBDIVISION
�, er 3300 ARES STREET
�A rn WHEAT RIDGE, COLORADO.
10
-------------
i•41•
DIY
41-061 JB
33RD AVENUE
1
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14
22
21
20
19
18
17
16
15
13
xG D II 0
12
FEASTER SUBDIVISION
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF
SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
I 9 I
FND RPC
,.'x. L5. 16115
N' 1703591 69
I
x54 .04 � E: 31 25423.11 POWE
ELEV: 5462.96 POLE
S89. 45' 25-W
5462.83 FL CONCRE�iE
x5462.03 x5461.97 I I PATIO 13
546372 2$1 FND RPC L5. 161 15 } PWN'TE� III++L��JJII
Nov 431QQIIO� N: 1703591.236 l -•S BO%
743 �I'� 30 E: 3125280.231 EDGING y{I ELEV: 5462.83 EDGING
w x5463.59 x5462.49 x5462.8 086 6463.11
II �' _
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x5464.44 rfl I .M N O Sox
(Tito II
W '3.� �54�3.0� J I I 10' UTILITY EASEMENT
2
x54655Z. ..:�_ N0.6859S�8B252
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WHEAT RIDGE CONTROL POINT: PHAC I Q I 5464.44 F 3300 AME5 STREET
N: 1701258.75 VACANTLOT
E: 3 1 182 17.511 III 12
ELF
5471 .625464.5
LAT, 39.45'28.83'N I 5464.16 5464.02 x5463.90
CL VACATED ALLEY
LONGI 105.04'46.27'W 5465.94 I I I BOOK 1068 PAGE 60
r
5465.22 F. 11 I I I `f 'r••
A6pCAJLT,
i. .!
R5 5465.0: r P 'HA
p1 .
x5465.8
HYDREN x5464.43 x5464,87 _
NNDI 703466.97 FND 2648. L5. 355951 I I r •r'
125280.93 N: 1703467.59
E: 3
ENCLOSURE,
WATER I ELEV: 5465.88 E: 31 25423.82 I I •'' • • e .
VALVE x5466.1 I F- - ELEV: 5466.20 s
x 5466. L • '? , x 466. 1 .
121 3ox� 5466.51 F 5466.61 FL 5466.49 FL , 513' 40' 41'E
5466.43 Fl 5466.27 FL 5466.23 FL 5 .6.28 FL 708,70
POWER
PO N,3a0.30'T4. I POLER 0 POE
I FND 3 114" A.C.
- IN RANGE BOX
STAMPED T35, RG9W, C4 5EC 25, 997
N: 1702764.74
E:3122953.53
ELEV:5455.08
LAT, 39.45'43,49'N
! LONGI 105'03'45.55'W
I
J I
SIT 40' 41•E J L
70&]0
�r
I
10' 0 IO• 80'
Seat r 40'
x
- , 5467.53 .54G7.45 x 5467.47 5467.42
5467.21 45891 41' 28'W 2645.72 5AN1 ARY 5467._'
SEWER FND 3 114" A.C.
MANHOLE IN RANGE BOX
I 33RD AVENUE STAMPED COLO. DEPT. OF TKAN5PORTATION
9+96.2537, 200). PL5.NO. 29421
(60' ROW) N: 1702779.01
E: 3 125599.5 1
ELEV: 5467.1 I
LAT, 39.45'43,51'N
LONGI 105.03'11.68'W
22
Straightline Surveying & Engineering Inc.
1�78'I1AIClFaN YABAGMUM
814 7HCO2 MM SMM 2N PH (808) 861-2821
CAS= SOCK CO 80104 FAX (20 780-7844
FEASTER SUBDIVISION
�, er 3300 ARES STREET
�A rn WHEAT RIDGE, COLORADO.
NOTE: Land use applications must be
4 submitted BY APPOINTMENT with a
►" City Of planner. Incomplete applications will not
i�'Wh6atRidge be accepted—refer to submittal checklists.
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 information)
Applicant Jay Feaster Phone 720-891-7916 Email teamaa FeasterReal .com
Address, City, State, Zip 19510 W. 55th PI. Golden, CO 80403
Owner Ames Partners, LLC Phone 720-891-7916 Email team FeasterRealty.com
Address, City, State, Zip 19510 W. 55th PI. Golden, CO 80403
Contact Jay Feaster Phone 720-891-7916 Email team@FeasterRealty.com
Address, City, State, Zip 19510 W. 55th PI. Golden, CO 80403
(The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post
public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written
communication to applicant and owner.)
Location of request (address): NorthEast Corner of 33rd and Ames
Type of action requested (check one or more of the actions listed below which pertain to your request):
❑ Change of Zone or Zone Conditions ❑ Special Use Permit 21 Subdivision — specify type:
❑ Planned Development (ODP, SDP) ❑ Conditional Use Permit ❑ Administrative (up to 3 lots)
❑ Planned Building Group ❑ Site Plan ❑ Minor (4 or 5 lots)
❑ Temporary Use, Building, Sign ❑ Concept Plan M Major (6 or more lots)
❑ Variance/Waiver (from Section 26-____) ❑ Right of Way Vacation ❑ Other:
Detailed description of request: Combination of Lots 10 +11 + Both sides of vacated alley, then divide into
equal -sized lots going to Ames to Alley, with 2 new Duplexes to be Built.
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 action cannot lawfully be accomplished. Applicants other than owners must submit wer-of-attorney
from the owner which approved of this action behalf. KEVIN BLOOM
Notary Public
Notarized Signature of Applicant State of Colorado
Notary ID ti 20174025153
County
of j el:Eerso n,
State Colorado Ss My Commission Expires 06-14-2 ? 1
The foregoing instrument (Land Use Processing Application) was acknowledged by me this 16 day of 3J. 20_1
by a iy Fps 4-e-,
Notary Ptibric
To be filled out by staff:
Date received -1-1',3- 1
Comp Plan Design.
Related Case No.
Assessor's Parcel No. 31- AS I -1gL � OD4
Size (acres or sgft) �a--
Rev 1/2212016
My commission expires Ob /x/20 21
Fee $ fy2<. 06
Receipt No. ClRj301615101
Pre -App Mtg. Date _e =tel j�
Current Zoning 9,- 3—
Proposed Zoning
Case No. ws-� $- 0
Quarter Section Map AIS 2,57
Case Manager �
Current Use } l }
Proposed Use a
City of Wheat Ridge
2018-09-13 11:11 CDBA
ZONING APPLICATION FEES
CDB019901 AMOUNT
FMSD ZONING APPLICATION FEE 1,200.00
FMSD ZONING REIMBURSEMENT F 225.00
PAYMENT RECEIVED AMOUNT
CHECK: 1054 1,425.00
TOTAL 1.425.00
Rev. 512017
City of
�'Wheat�dge
MMUNrrY DEVELOPMENT
Submittal Checklist: Subdivision
Project Name: `� er S W, V,S r o r1
Project Location: Aft B. Lorner 0 �P 33,C(
Application Contents:
The following items represent a complete subdivision application. This submittal checklist
applies to all types of plat applications, including major, minor, and administrative subdivision
plats. Please contact a staff planner with any questions about your specific application.
Completed, notarized land use application form
"wc 2. Application fee
C3. Signed submittal checklist (this document)
�4. Proof of ownership—e.g. deed
Written authorization from property owner(s) if an agent acts on behalf of the owner(s)
6. Mineral rights certification form—required for plats are reviewed at a public hearing
7. Commitment for title insurance—required for all major and minor subdivisions and right-
of-way dedications
VWritten request and description of the proposal
. Geodetic Surveying Requirements for Final Plats checklist—completed & signed by
surveyor
)(10. Closure sheet for the exterior boundary and for all individual lots—boundary must close
within a limit of 1:50,000
411. Subdivision plat
_ Two (2) full size paper copies (24" x 36")
_ One (1) reduced size paper copy (11" x 17")
_ AutoCAD .dwg file format—confirm acceptable version with city staff
_12. Civil documents, if required
_13. Exhibit and deed for right-of-way dedication prepared by surveyor—only required if partial
right-of-way is being dedicated by separate document
14. Electronic (Adobe .pdf) files of all submittal documents—these may be provided via
email, CD, DVD, or USB flash drive
Form and content of Subdivision Plat:
Project information
_1. Title of document – centered at top of page "[Subdivision Name] Located in the _ 1/4
Section, Township 3 South, Range 69 West of the 6th Principal Meridian..."
_2. Complete metes and bounds legal description compliant with Geodetic Surveying
Requirements:
_a. On Current City Datum (ground-based modified form of NAD83/92 (NAD83
HARN) State Plane coordinate system)
_b. Includes section ties to Section corners, Quarter Section corners, or to City of
Wheat Ridge Permanent High Accuracy Control (PHAC) points
_3. Basis of bearing statement
_4. Small scale vicinity map – with north arrow and scale
_5. Name/Address/Phone number(s) of architect, engineer, or surveyor associated with the
project
Community Development Department, (303) 235-2846 - www.ci.wheatridge.co.us
_6. Certification blocks — including for surveyor, owner, City, and County (see cover items
handout)
7. Standard easement notes (see cover items handout)
8. Ownership/unified control statement, if applicable
9. Dedicatory statement, if applicable
_10. Data table with total area of site and area of individual lots (in square feet and acres)
_11. Case history box and date of preparation
Graphical information
12. Graphical representation of the property boundary corresponds with the legal description
_13. Point of Beginning and Point of Commencement are shown
_14. Monument information — including City -based monument identification number and
coordinates on Current City Datum
_15. Existing and proposed lot lines, with appropriate information:
_a. Include distances and bearings on Current City Datum
_b. Round all distances to the nearest 0.01 -foot and all angular measurements to the
nearest second
_b. Provide the arc length, chord length, chord bearing, central angle, and radius for
all curves
_d. Show lot lines as "Hereby [created/removed] by this plat"
_16. Existing and proposed street right-of-way, with appropriate information:
_a. Include all adjacent ROW widths and distances from ROW centerline to corners
of subject property boundary
_b. Show right-of-way dedications as "Hereby dedicated by this plat"
_17. Existing and proposed easements
a. Show location, purpose, and dimensions of all easements
_b. Distances and bearings shall be consistent with the Current City Datum
_18. Location and dimensions of public dedication/reservation, if any
_19. Subdivision name, lot and block numbers, and zoning for adjacent properties — all
adjoining parcels not previously platted are shown as "UNPLATTED"
20. Legend, north arrow, and scale — scale not to exceed 1"= 100'
21. Section ties to a minimum of two (2) property corners are included
22. NOS/NGS Statement of Accuracy included
23. All Set & Found property pins are identified
24. All encroachments or gaps have been clearly identified including any necessary note(s)
_25. All lineal units are shown as being in U.S. SURVEY FEET
_26. A description of the Current City Datum is included (refer to Geodetic Surveying
Requirements)
_27. Location of the 100 -year floodplain (if applicable)
_28. The sheet margins are 2" on the left, 1" on top, and %" on sides
Additional information which may be required:
Depending on the size, scope, and complexity of the request additional documents may be
required. The submission of these documents will be discussed during the pre -application
meeting. This includes, but is not limited to, the following documents (one paper copy plus
Adobe . pdf file is required):
1. Traffic study
_2. Trip Generation Study
_3. Drainage Letter & Plan
_4. Drainage, Grading, and Erosion Control Plan
_5. Final Drainage Report & Plan
_6. Conceptual utility plans - required to gauge the appropriateness of proposed easements
_7. Street sections - required to gauge the appropriate widths of ROW dedications and
access easements
8. Soils Report
9. Engineering plans which detail construction of all public improvements
10. Development Covenant Agreement
11. Phase I Environmental Assessment
12. Complete set of construction drawings (2 copies)
—13. Improvement Survey Plat
14. Improvement Location Certificate
15. Site Plan
_16. HOA Covenants
_17. Subdivision Improvement Agreement - template to be provided by staff, exhibits to be
provided by applicant
As applicant for this project, I hereby ensure that all of the above requirements have been included with
this submittal. I fully understand that if any one of the items listed on this checklist has been excluded,
the documents will NOT be distributed for City review. In addition, I understand that in the event any
revisions need to be made after the second (2"°') full review, I will be subject to the applicable resubmittal
fee.
C�
Signature:
Name (please print): �r Fr-e0jerc
Date: 1 -13- ('P
Phone: '2Z0 -,M/-71(
=rig' Major Subdivision Plat
SURVEYOR'S CERT f ICA'
E
1, Ric t2 do hereby certify that the survey of
the boundary of Feaster Subdivision was made by me or
under my direct supervision and to the best of my knowledge,
information and belief, in accordance with all applicable
Colorado statutes, current revised edition
accompanying plat accurately represents:
j (Surveyor's Sea]} . f Sighature
1 OWNER'S CERTIFICATE
1ANe, (choose one Ames Partners, LLC , being the owner(s)
of real property containing acres described as follows:
Description: (Insert surveyed property description of
entire area being platted)
have laid out, subdivided and platted said land as per the
drawing hereon contained into lots and tracts under the name
and style of Feaster Subdivision. a subdivision of a part of
the City of Wheat Ridge, Colorado and by these presents do
dedicate to the City of Wheat Ridge and the public those
! portions of real property shown as right-of-way, and do
further dedicate to the City of Wheat Ridge and those
municipally owned and/or municipally franchised utilities and
services those portions of real property shown as easements
for the construction, installation, operation, maintenance,
repair and replacement for all services. This includes but is
not limited to telephone and electric lines, gas lines, water
and sanitary sewer lines, hydrants, stormwater systems and
pipes, detention ponds, street li
KEVIN BLOOM
Notary Public
wn State of Colorado
State of Colorado Notary ID # 20174025153
ny Commission Expires 06-14-2021
County of Jefferson )
The foregoing instrument was acknowledged before me is
�
Ig- Day of s A.D. 20i g by -�_ �ess .
With . my h and official seal. My corn ssion expires:
-' 06-ILI-20z-1
rUntanv Pi fhfir
PLANNING COMMISSION CERTIFICATION
Recommended for Approval this day of
, by the Wheat Ridge Planning Commission.
Chairperson
CITY CERTIFICATION
Approved this day of by the Wheat
Ridge City Council.
ATTEST
City Cleric
Mayor
Community Development Director
Director of Public Works
CROSS ACCESS EASEMENT
The owner, his successors and assigns grants limited
rights and privileges to access and to free movement
through those areas indicated as `cross -access
easements', as illustrated upon this plat. Such grant of
easement shall be fimited to the owners, tenants,
customers, and guests of the owners, and shall
furthermore grant access to and free movement
through said easements to those entering said
easements from similarly recorded easements from
rrt properties and/or from abutting public streets.
CLERK AND RECORDER'S CERTIFICATE
Accepted for recording in the office of the
County Clerk and Recorder of Jefferson County at
Golden, Colorado this _ day of .20—.
JEFFERSON COUNTY CLERK AND RECORDER
By: Deputy Clerk
For plats with a platted stormwater detention
easement or tract, use the following example:
The stormwater detentiontwater quality area here
shown as shall be constructed and
maintained by the owner and subsequent owners,
heirs, successors and assigns. In the event that such
construction and maintenance is not performed by said
owner, the City of Wheat Ridge shall have the right to
enter such area and perform necessary work, the cost
of which said owner, heirs, successors, and assigns
agrees to pay. No building or structure will be
constructed in the detention area and no changes or
alterations affecting the hydraulic characteristics of the
detention area will be made without the approval of the
Director of Public Works.
FEE SCHEDULE
Application fee, $1000 + $100/lot (for Single- or Two -
Family Residences) or $200IAcre (non -SFR)
Publication fee: $225
Dear City of Wheat Ridge,
We are exciting about the opportunity to build one of our new homes in Wheat
Ridge. We take great pride in our work; it is truly a passion for us.
The previously proposed construction project with the previous owner consisted of
a row home with three floors and reaching a height of almost 35 feet. This
construction form has seen a great deal of backlash from the Sloan Lake Denver
neighborhood where new construction and soaring new buildings litter the
landscape. But our lot is not Denver and we felt that something of this nature would
severely detract from the neighborhood feel. The original owners site plan was
oriented with the front doors facing 33rd instead of Ames, like the remainder of the
neighbors. They did this to squeeze 5 units onto the lot and affectively would have
ended up paving over a good portion of the lot with drive aisles and patio work.
There would be no private space for the home owners and because of the height, it
would infringe upon the privacy of the neighbors. Again, we felt that this just would
not be appropriate in Wheat Ridge, which is why decided to drop to only 4 units and
reorient the fronts of the homes back onto Ames street. We also dropped the 3-d
floors and plan to do only 2 story units with pitched roofs similar to a more
traditional design aesthetics and basements. We feel this would allow our new
homes to be more welcomed into the community by giving the block congruity,
giving these new homes nice front setbacks but also private back yards.
To accomplish this, we would like to apply for a variance at this time. Per our
design, we would like to ask for a variance regarding the minimum lot frontage.
Each of our units would have the minimum lot size requirements but would not
meet the minimum frontage required. Each of our proposed lots would fall short by
6.25'. Please see our proposed site plan and please let us know if we can provide
anything further to the city or the neighbors. This is our first time working with the
city of Wheat Ridge, so please let us know what our next steps should be. Thank you
for your consideration.
Sincerely,
Jay Feaster
Ames Partners LLC
720-891-7916
Team@FeasterRealty.com
WARRANTY DEED
THIS DEED, Made this 24th day of May, 2018 between
Novy Development, LLC, a Colorado limited liability company
of the County of Jefferson; State of Colorado, grantor and
Ames Partners LLC
Whose legal address is: "' � 'Ol �� U U 1,a _
of the County of Jefferson, State of Colorado, grantee:
WITNESSETH, That the grantor for and in consideration of the sum of Five Hundred Fifteen Thousand Dollars and No/100's
($51.5,000.00) the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by
these presents does grant, bargain, sell, convey and confirm, unto the grantee, his heirs and assigns forever, all the real property
together with improvements, if any, situate, lying and being in the County of Jefferson, and State of COLORADO, described
as follows:
See Exhibit A attached hereto and made a part hereof.
Doc Fee
S 5150
also known by street and number as TBD , TBD, CO
TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, and
the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right; title, interest,
claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the
hereditaments and appurtenances.
TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantee, his
heirs and assigns forever. And the grantor, for himself, his heirs; and personal representatives, does covenant, grant, bargain
and agree to and with the grantee; his heirs and assigns, that at the time of the ensealing and delivery of these presents, be is
well seized of the premises above conveyed; has good, sure, perfect, absolute and indefeasible estate of inheritance,, in law, in
fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form
as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments,
encumbrances and restrictions of whatever kind or nature soever, except all taxes and assessments for the current year, a lien
but not yet due or payable, and those specific Exceptions described by reference to recorded documents as reflected in the Title
Documents accepted by Buyer in accordance with section 8.1 "Title Review", of the contract dated March 28, 2018, between
the parties.
The grantor shall and will WARRANT AND FOREVER DEFEND the above -bargained premises in the quiet and peaceable
possession of the grantee his heirs and assigns, against all and every person or persons lawfully claiming the whole or any part
thereof. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to
all genders.
IN WITNESS WHEREOF, the grantor has executed this deed on the date set forth above.
SELLER:
Novy Dgyelo nt, GLC
-By. Mike Kalicak, as Manager
STATE OF COLORADO }ss:
COUNTY OF Denver
The foregoing instrument was acknowledged�7 before me thi�s,/2�4�th day of M Y 2018 by Novy Development, LLC, a Colorado
limited liahilitV comoanv � . M Ric . k,i Vim: ,. i - !i... JY Y.Ly"69q- /) 1%
FEASTER SUBDIVISION
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF
SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
OWNE CERTIFICATE
I, JAY FEASTER, BEING THE OWNER OF REAL PROPERTY CONTAINING 0.43 ACRES DESCRIBED AS
FOLLOWS:
A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH,
RANGE 69 WEST OF THE 6TH P.M., COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
LOTS 10 AND 11, TOGETHER WITH THE WEST}OF THE VACATED ALLEY ADJOINING SAID LOTS, A
RESUBDIVISION OF BLOCK 5 OF COLUMBIA HEIGHTS,
COUNTY OF JEFFERSON, STATE OF COLORADO
THE EAST}OF THE VACATED ALLEY ADJOINING LOTS 12 AND 13, A SUBDIVISION OF BLOCK
COLUMBIA HEIGHTS, AS VACATED BY INSTRUMENT RECORDED JULY 1ST 1957 IN BOOK 1068 PAGE
60, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
OWNERSHIP CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, BEING THE OWNERS OF THOSE
LANDS DESCRIBED HEREON, HAVE LAID OUTTHE SAME INTO A PARCEL AND EASEMENTS AS
SHOWN HEREON.
OWNER:
JAY FEASTER
STATE OF COLORADO )
)ss
COUNTY OF JEFFERSON 1
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _ DAY OF
. 2018, BY
JAY FEASTER
WITNESS MY HAND AND OFFICIAL SEAL.
MY COMMISSION EXPIRES
NOTARY PUBLIC
CLERK AND RECORDER'S CERTIFICATE:
Accepted for Recording in the office of the CountyClerk and Recorder of Jefferson County at Golden, Cololrado, this_
dayof___ 20_
County Clerk and Recorder By: Deputy Clerk
r1TV rr TI—ATnni
Approved this _day of . 20_. by the city of Wheat Ridge.
Acceptance ofdedicated interests in real property
The city of Wheat Ridge, Colorado hereby accepts the dedication and conveyance to the city of those lots, tracts,
easements, and other interests of real property denoted on this plat as being dedicated to the city for public purposes.
Joyce lay, Mayor
Attest:
Janelle Shaver, City Clerk
DATE
Director of Community Development Director of Public Works
TE
NOTES: V ,
1) Land Title Guarantee Company, commitment number 2018015995, dated February 21,
2018 at 11:31 a.m., and commitment number 2017128171, dated December 14, 2017 at
1:14 p.m., was entirely relied upon for recorded information regarding rights-of-way,
easements and encumbrances in the preparation of this survey. The property shown and
described hereon is all ofthe property described in said title commitments.
2.) Basis of Bearing= 589'41'28"W, Bearings shown on accompanying plat are based on the
East line of the Northwest 1/4 Sec. 25, T3S, R69W ofthe 6th P.M as manumented and
shown hereon.
3.1 This survey does not constitute a tide search by Stralghtllne Surveying to determine title
or easements of record. Research for this survey was done in accordance with C. RS
38-51-106 and the Rules of Procedure and Board Policy Statements of the State Board o
Ucensure for Architects, Professional Engineers and Professional Land Surveyors, specifically
those Board Rules and Policies relating to depiction of easements and right of ways on
subdivision plats.
4.) All underground utilities shown hereon are approximated as located by field survey
from existing surface evidence. Other underground utility lines and service lines may exist
for which there is no evidence and this survey should not be relied upon for construction
without contacting the appropriate agencies or authorities.
5.) Any person who knowingly removes, alters or defaces any Public Land Monument or
Land Boundary Monument or accessory commits a class two (2) misdemeanor pursuant to
State Statute 18.4.508, of the Colorado Revised Statute.
6.) Distances on this Site Adjustment Dedication Plat are expressed in U.S. Survey Foot and
decimals thereof. A U.S. Survey Foot is defined as exactly 1200/3937 meters.
7.) Only prints of this survey marked with an original seal and signature by the surveyor shall
be considered true, valid copies.
8.) Notice: According to Colorado Law you must commence any legal action based upon
any defect in this survey within three years after you first discover such defect In no event,
shall any legal action based upon any defect in this survey be commenced more than ten
years from the date of the certification shown hereon.
9.) All field work was performed by Thomas C. Miller and Brian 1. Miller, with a Trimble RSS
VRS system and Trimble 5600 robotic Instrument on April 25. 2018
10.) Per Colorado Revised Statutes Sec 38-51-106 (L), all lineal units depicted on this land
Survey Plat are U.S. survey Feet. One Meter equals 39.37 divided by 12 U.S. Survey Feet
according to the National Institute of Standards and Technology.
11.1 The purpose ofthis lot line adjustment is to create parcels ABC and D as shown
hereon, tor move existing lots 10 and 11, a Resubdivislon of Block 5 Columbia Heights as
shown hereon.
STATEMENT OF ACCURACY
The geodetic point coordinate data shown herein has been derived from the NAD83 HARM
State Plane Colorado Central FPS 0502 Coordinate System, and has a horizontal Accuracy
Classification of 0.07 US. Survey Feet at the 95% Confidencelevel,as defined in the
Geospatial Positioning Accuracy Standards of the Federal Geodetic Control Subcommittee
(FGDC-STD-W7.2-1998).
PLANNING COMMISION CERTIFICATION:
Recommended for approval this_ day of _ 20_
By the Wheat Ridge planning Commission.
Chairperson
LEGAL DESCRIPTION
Lots 10 and 11, together with the West}of the vacated alley adjoining said lots, A Resubdivision of Block 5 of
Columbia Heights, County of Jefferson, State of Colorado
TheEast } of the vacated alley adjoining Lots 12 and 13, A Subdivision of Block 5 Columbia Heights,
as Vacated by instrument recorded July 1st 1957 in Book 1068 Page 60, County of Jefferson, State
of Colorado
HOLDER OF DEED OF TRUST:
KNOW ALL MEN BY THESE PRESENTS that, the undersigned, being the Holder of Deed of Trust of
those lands described hereon, have laid out the same into a parcel and easements, as shown
hereon.
FEASTER REALITY
Name: Title:
Name: Title:
STATE OF COLORADO )
)ss.
COUNTY OF JEFFERSON )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _ DAY OF
2018, BY
AS AND
AS of FEASTER REALITY
WITNESS MY HAND AND OFFICIAL SEAL.
MY COMMISSION EXPIRES
NOTARY PUBLIC
TITLE COMPANY CERTIFICATE:
I, as authorized agent oft e undersigned tile company, do hereby certify that I have
examined the title of lands herein dedicated and shown upon the within plat as public lands, public ways and easements,
and the title of such lands is in the dedicator(s), free and clear of all liens and encumbrances, except as shown In Title
Commitment No. Issued by Title Company, with an effective
date of
as authorized agent of
_Title Company
SURVEYOR'S CERTIFICATE:
I, Michael D. Miller, a Professional Land Surveyor licensed to practice land surveying In the State of
Colorado, do hereby certity that the survey of Sec 25, T3S R69W was made by me or directly under
my supervision on or about the 25th day of April, 2018, and that the survey is based upon
my knowledge, information and belief, it has been prepared In accordance with applicable
standards of practice, the survey is not a guaranty or warranty, either expressed or implied,
and the accompanying plat accurately and properly shows said Site Adjustment Dedication
Plat and the survey thereof.
Michael D. Miller,
Colorado Land Surveyor
License Number 38111
ACCEPTANCE CERTIFICATE:
The foregoing plat is approved for filing by the County of Jefferson, State of Colorado, this—day of
20 .
Director of Planning and Zoning Division
VICINITY MAP
(NOT TO SCALE)
LEGAL DESCRIPTION
LOTS 10 AND11, TOGETHER WITH THE WEST 1/2 OF THE VACATED ALLEY ADJOINING
SAID LOTS, A SUBDIVISION OF BLOCK 5 COLUMBIA HEIGHTS, COUNTY OF JEFFERSON,
STATE OF COLORADO.
SURVEYOR'S NOTES
1. The improvements shown hereon were field located on September 22. 2015.
2. Bearings are based the east line of Ames Street, monumented as shown, and
assumed to bear N 00'00'04' W.
3. This survey does not constitute a title search by AAA Surveying Lord Consultants,
LLC to determineownership or easements; of record. For all information ag8ardiny
easements, rights-of-way and title of record, AAA Surveying Land ConsulWnta, LLC
relled upon Title Commitment No. ABJ70461679-7, dated August 24, 2015, a.
prepared by Old Republic National Title Insurance Comp Lord
Title Guarantee
Company.
4. Arty underground or above ground utilities shown hereon have been located from
field survey information inelutling observations and evidence from markings by the
utility companies or the utility locate companies. AAA Surveying Land Consultant.,
LLC does not guarantee said underground utilities to be shown in their emct location
and that said underground tilitiea a shown in their entirety. AAA Surveying Land
Consultants, LLC did not physically enter airy manholes or inlets to very size and
material. Where additional or mare detailed information is required, the client is
advised that emavotion may be necessary.
5. The lineal unite used in this drawing are U.S. Survey Fact.
S. The overall subject parcel contains a calculated area of 17,769 square feet (0.41
acres) of land, mora or less.
7. The Federal Emergency Management Agency, Flood Insurance Rate Map. Map No.
08059CO21 SF'
effective dale Fehracry 5, 2014, Indicates this parcel of land to be
located in Zone X (areas determined to outside the 0.2% annual chance Roodplain).
SCHEDULE H-2 EXCEPTIONS
Schedule B-2 exceptions items 1. 2, 3. 4. 5. 6. 7. 8. 12, 13 and 14 affect the
object parcels but are not survey related matters and therefore cannot be plotted
hereon.
9. BUILDING SET BACK LINE AS SHOWN ON THE PUT OF A SUBONISION OF BLOCK
FIVE COLUMBIA HEIGHTS RECORDED MAY 2, 1945 IN PLAT BOOK 6 AT PAGE 44.
-AFFECTS SUBJECT PARCEL AND IS PLOTTED HEREON.
10. 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 AS RESERVED
IN VACATION RESOLUTION RECORDED JULY 1, 1957 IN BOOK 1068 AT PAGE 60.
-AFFECTS SUBJECT PARCEL AND IS PLOTTED HEREON.
11. EASEMENT GRANTED TO THE WHEAT RIDGE SANITATION DISTRICT, FOR A SEWER LINE,
AND INCIDENTAL PURPOSES, BY INSTRUMENT RECORDED JULY 26, 1957 IN BOOK 1071
AT PAGE 536.
-AFFECTS SUBJECT PARCEL AND IS PLOTTED HEREON.
15. UTILITY AND FACILITIES, AND INCIDENTAL PURPOSES EASEMENT GRANTED TO ERIC
JASON HOWARD BY EASEMENT AGREEMENT RECORDED — . (TO BE
RECORDEDI
-MAY AFFECT SUBJECT PARCEL NO DOCUMENT PROVIDED.
I
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ALTA/AGSM LAND TITLE SURVEY
A PORTION OF THE NORTHEAST QUARTER OF
SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
COUNTY OF JEFFERSON, STATE OF COLORADO
FOUND 3/4' PIPE a/-•
MAIL A: RED PLASTIC CTAP
STAMPED 'COL) LAND
SURVEY 6958'
1.4' BELOW GRADE
'FOUND 05 REBAR I I I I
/ 2' METAL CAP
---------------- I --—-----------
I II II I
I
I LOT I 11 LOT 1—
� II II I
—I— — — — — — — — — — — — —
~ I I APPROXIMATE BUILDING LINE SETBACK (EX. 09) I I I
Y. I (NO DIMENSIONS GNEN ON PUT)
10' UTILTY EASEMENT I I I I I
g$� I (Ex. 010$011) I I I
---I
— — — — — — — — — — — — —i. — — — — — — — — — — — — — — rouwolsRE�AR
I�
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LOT 9 I I e l l WT 14
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LANDSCAPE 713.00 (R)
I f OOK S 89'5558 E 143.00' (C) i4 1 a e
II
LANDSCAPE E6NG -
I
EXTENDS 4.74 SOUTH
(R) REDO D DIMENSION
OF PROPERTY UNE
W 3fIth.Av%
`:W_3(idf Ave=
:W 38thAve.�
I T,o't' lD BOXES
I
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VA
A PORTION OF 3330 AMESSSTRREET. WHEAT RIDGE CO
I
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LOT it
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II
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4 UnU`rY/U HT POLE
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® SANITARY SEWER MANHOLE
N; I
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LOT 12
I g
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T — —
.o- CONCRETE SURFACE
N 89'55'58' W 113.00' (C)
-A- ASPHALT SURFACE
143.00' (R)
—w — WOOD FENCE
—w — OVERHEAD UTILITY UNE(S)
—� — UNDERGROUND WATER UNE(S)
SITE
—� — UNDERGROUND SANITARY SEWER UNE(S)
1� nt a.a
0
x
K
x X
VICINITY MAP
(NOT TO SCALE)
LEGAL DESCRIPTION
LOTS 10 AND11, TOGETHER WITH THE WEST 1/2 OF THE VACATED ALLEY ADJOINING
SAID LOTS, A SUBDIVISION OF BLOCK 5 COLUMBIA HEIGHTS, COUNTY OF JEFFERSON,
STATE OF COLORADO.
SURVEYOR'S NOTES
1. The improvements shown hereon were field located on September 22. 2015.
2. Bearings are based the east line of Ames Street, monumented as shown, and
assumed to bear N 00'00'04' W.
3. This survey does not constitute a title search by AAA Surveying Lord Consultants,
LLC to determineownership or easements; of record. For all information ag8ardiny
easements, rights-of-way and title of record, AAA Surveying Land ConsulWnta, LLC
relled upon Title Commitment No. ABJ70461679-7, dated August 24, 2015, a.
prepared by Old Republic National Title Insurance Comp Lord
Title Guarantee
Company.
4. Arty underground or above ground utilities shown hereon have been located from
field survey information inelutling observations and evidence from markings by the
utility companies or the utility locate companies. AAA Surveying Land Consultant.,
LLC does not guarantee said underground utilities to be shown in their emct location
and that said underground tilitiea a shown in their entirety. AAA Surveying Land
Consultants, LLC did not physically enter airy manholes or inlets to very size and
material. Where additional or mare detailed information is required, the client is
advised that emavotion may be necessary.
5. The lineal unite used in this drawing are U.S. Survey Fact.
S. The overall subject parcel contains a calculated area of 17,769 square feet (0.41
acres) of land, mora or less.
7. The Federal Emergency Management Agency, Flood Insurance Rate Map. Map No.
08059CO21 SF'
effective dale Fehracry 5, 2014, Indicates this parcel of land to be
located in Zone X (areas determined to outside the 0.2% annual chance Roodplain).
SCHEDULE H-2 EXCEPTIONS
Schedule B-2 exceptions items 1. 2, 3. 4. 5. 6. 7. 8. 12, 13 and 14 affect the
object parcels but are not survey related matters and therefore cannot be plotted
hereon.
9. BUILDING SET BACK LINE AS SHOWN ON THE PUT OF A SUBONISION OF BLOCK
FIVE COLUMBIA HEIGHTS RECORDED MAY 2, 1945 IN PLAT BOOK 6 AT PAGE 44.
-AFFECTS SUBJECT PARCEL AND IS PLOTTED HEREON.
10. 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 AS RESERVED
IN VACATION RESOLUTION RECORDED JULY 1, 1957 IN BOOK 1068 AT PAGE 60.
-AFFECTS SUBJECT PARCEL AND IS PLOTTED HEREON.
11. EASEMENT GRANTED TO THE WHEAT RIDGE SANITATION DISTRICT, FOR A SEWER LINE,
AND INCIDENTAL PURPOSES, BY INSTRUMENT RECORDED JULY 26, 1957 IN BOOK 1071
AT PAGE 536.
-AFFECTS SUBJECT PARCEL AND IS PLOTTED HEREON.
15. UTILITY AND FACILITIES, AND INCIDENTAL PURPOSES EASEMENT GRANTED TO ERIC
JASON HOWARD BY EASEMENT AGREEMENT RECORDED — . (TO BE
RECORDEDI
-MAY AFFECT SUBJECT PARCEL NO DOCUMENT PROVIDED.
I
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ALTA/AGSM LAND TITLE SURVEY
A PORTION OF THE NORTHEAST QUARTER OF
SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
COUNTY OF JEFFERSON, STATE OF COLORADO
FOUND 3/4' PIPE a/-•
MAIL A: RED PLASTIC CTAP
STAMPED 'COL) LAND
SURVEY 6958'
1.4' BELOW GRADE
'FOUND 05 REBAR I I I I
/ 2' METAL CAP
---------------- I --—-----------
I II II I
I
I LOT I 11 LOT 1—
� II II I
—I— — — — — — — — — — — — —
~ I I APPROXIMATE BUILDING LINE SETBACK (EX. 09) I I I
Y. I (NO DIMENSIONS GNEN ON PUT)
10' UTILTY EASEMENT I I I I I
g$� I (Ex. 010$011) I I I
---I
— — — — — — — — — — — — —i. — — — — — — — — — — — — — — rouwolsRE�AR
I�
I I
LOT 9 I I e l l WT 14
I I liy
I I I
LANDSCAPE 713.00 (R)
I f OOK S 89'5558 E 143.00' (C) i4 1 a e
II
LANDSCAPE E6NG -
I
EXTENDS 4.74 SOUTH
(R) REDO D DIMENSION
OF PROPERTY UNE
RM ER DEN
FIELD MEASURED DIMENSION
I T,o't' lD BOXES
I
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A PORTION OF 3330 AMESSSTRREET. WHEAT RIDGE CO
I
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II
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NEST 33RD AVENUE
(80' PORLTC R.O.W.)
FOUND 03 REM— — — — — — — — — — — — — —
0.5' BELOW GRADE
I
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RETAINING WALL
DI
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(R) REDO D DIMENSION
LW 13
FIELD MEASURED DIMENSION
Q
(C) CALCULATED DIMENSION
Ci
NII _
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p,
�F
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STAMPED 'PLS 16116'
v
4 UnU`rY/U HT POLE
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.o- CONCRETE SURFACE
N 89'55'58' W 113.00' (C)
-A- ASPHALT SURFACE
143.00' (R)
—w — WOOD FENCE
1 3 / 4' PIP E — — — — — — — — — — — — — P 0 U N D 0 7 R EHM
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1" = 20'
20 40
SURVEYOR'S CERTIFICATION
To: Land Title Guarantee Company; Old Republic Notional TiUe Insurance
Company; Gray Properties Wheat Ridge, LLC, a Colorado Limited Liability
Company. Flretbank of Colorado: Eric Jason Howard;
This 's to certify that this map or plot and the survey on which it is
based were made in accordance with the 2011 Minimum Standard Detail
Requirement. for ALTA/ACSM Land Title Surveys. jointly established and
ado Zed by ALTA and NSPS, and includes Items 1, 2, 3, 4, 8, 9, 11(b)
from Table A thereof. Professional Liability insurance policy
obtained by the surveyor in the minimum amount of $1,000,000 to be
in effect throughout the contract term. Certificate of insurance to be
furnished upon reque.t.
The undersigned further certifies that the plat was surveyed and drawn
to the normal standard of practice of sumayors in the State of
Colorado under his direct responsibility and supervision and accurately
shows the described tract of land thareai, d that the quirements of
Title 38 of the Colorado Revised Statutes, 1973, as amended, have
been met to the best of his professional knowledge, belief and opinion.
The field work was completed on: September 22, 2015
Date of Plat or Map: September 23, 2015
Richard E Heinz
Professional Land Surveyor
State of Colorado, P.L.S. No. 16116
For and on behalf of AAA Surveying Land Consultants, LLC
DI
e
(R) REDO D DIMENSION
C(M)
FIELD MEASURED DIMENSION
Q
(C) CALCULATED DIMENSION
V
mph
• FOUND SURVEY MONUMENT. MARKED AS NOTED
p,
0 SET 05 RERAN w/ RED PLASTIC CAP
yLi _p
STAMPED 'PLS 16116'
v
4 UnU`rY/U HT POLE
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® SANITARY SEWER MANHOLE
A WATER VALVE
Y HYDRANT
.o- CONCRETE SURFACE
-A- ASPHALT SURFACE
—w
—w — WOOD FENCE
—w — OVERHEAD UTILITY UNE(S)
—� — UNDERGROUND WATER UNE(S)
—� — UNDERGROUND SANITARY SEWER UNE(S)
SURVEYOR'S CERTIFICATION
To: Land Title Guarantee Company; Old Republic Notional TiUe Insurance
Company; Gray Properties Wheat Ridge, LLC, a Colorado Limited Liability
Company. Flretbank of Colorado: Eric Jason Howard;
This 's to certify that this map or plot and the survey on which it is
based were made in accordance with the 2011 Minimum Standard Detail
Requirement. for ALTA/ACSM Land Title Surveys. jointly established and
ado Zed by ALTA and NSPS, and includes Items 1, 2, 3, 4, 8, 9, 11(b)
from Table A thereof. Professional Liability insurance policy
obtained by the surveyor in the minimum amount of $1,000,000 to be
in effect throughout the contract term. Certificate of insurance to be
furnished upon reque.t.
The undersigned further certifies that the plat was surveyed and drawn
to the normal standard of practice of sumayors in the State of
Colorado under his direct responsibility and supervision and accurately
shows the described tract of land thareai, d that the quirements of
Title 38 of the Colorado Revised Statutes, 1973, as amended, have
been met to the best of his professional knowledge, belief and opinion.
The field work was completed on: September 22, 2015
Date of Plat or Map: September 23, 2015
Richard E Heinz
Professional Land Surveyor
State of Colorado, P.L.S. No. 16116
For and on behalf of AAA Surveying Land Consultants, LLC
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OFIDELITY
NATIONAL TITLE COMPANY
-Ames Partners LLC
19510 W. 55th P1.
Golden, CO 80403
Date: June 5, 2018.
File Number: 598-)"0606568-150-VG4
Property Address: TBD, TBD, CO
Policy Number: CO-.FSTG-AMR27306-1-18-F0606568
Dear New Property Owner:
3773 Cherry Creek Dr N # 770,
Denver, CO 80209
Phone: (303) 321-2212
Fax: (303) 329-3046
Congratulations on your real estate purchase. Enclosed is your Policy of Title Insurance. This policy contains
important information about your real estate transaction, and it .insures you against certain risks to your ownership.
Please read it and retain it with your other valuable papers.
In the event you sell your property or borrow money from a mortgage lender you may be entitled to a discount rate
if you order your title insurance through this company.
We appreciate the opportunity of serving you and will be happy to assist you in any way in regard to your future title
service needs.
Sincerely,
Fidelity National Title Company
Fidelity National Title Insurance Company
POLICY NO.: CO-FSTG-IMP-27306-1-18-F0606568
OWNER'S POLICY OF T`A`LE INSURANCE
Issued by
Fidelity National Title Insurance Company
Any notice of claim and any other notice or statement in writing required to he given the Company under this Policy must be
given to the Company at the address shown in Section 18 of the Conditions.
COVERED RISKS
SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN
SCHEDULE B, AND THE CONDITIONS, FIDELITYY NATIONAL TITLE INSURANCE COMPANY, a Florida corporation (the
"Company") insures, as of Date of Policy and, to the extent stated in Covered Risks 9 and 10, after Date of Policy, against loss or
damage, not exceeding the Amount of Insurance, sustained or incurred by the Insured by reason of
I. Title being vested other than as stated in Schedule A.
2. Any defect in or lien or encumbrance on the Title. This Covered Risk includes but is not limited to insurance against loss
from
(a) A defect in the Title caused by
(i) forgery, fraud, undue influence, duress, incompetency, incapacity, or impersonation;
(ii) failure of any person or Entity to have authorized a transfer or conveyance;
a document affecting Title not properly created, executed, witnessed, sealed, acknowledged, notarized, or
delivered;
(iv) failure to perform those acts necessary to create a document by electronic means authorized by Iaw;
(v) a document executed under a falsified, expired, or otherwise invalid power of attorney;
(vi) a document not properly filed, recorded, or indexed in the Public Records including failure to perform
those acts by electronic means authorized by law; or
(vii) a defective judicial or administrative proceeding.
(b) The lien of real estate taxes or assessments imposed on the Title by a governmental authority due or payable, but
unpaid.
(c) Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be
disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes encroachments
of existing improvements located on the Land onto adjoining land, and encroachments onto the Land of existing
improvements located on adjoining land.
3. Unmarketable Title_
4. No right of access to and from the Land.
5. The violation or enforcement of any law, ordinance, permit, or governmental regulation (including those relating to building
and zoning) restricting, regulating, prohibiting, or relating to
(a) the occupancy, use, or enjoyment of the Land;
(b) the character, dimensions, or location of any improvement erected on the Land;
27306 (6/06) ALTA Owner's Policy (5/17/06)
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA
members in good standing as of the date of use_ All other uses are prohibited. Reprinted under license from the American Land "
Title Association.
Order No.: F0606569-150-VG4 Policy No.: CO-FSTG-TMP-27306-1-18-F0606568
(c) the subdivision of land; or
(d) environmental protection
if a notice, describing any part of the Land; is recorded in the Public Records setting forth the violation or intention to
enforce, but only to the extent of the violation or enforcement referred to in that notice.
6. An enforcement action based on the exercise of a governmental police power not covered by Covered Rask 5 if a notice of the
enforcement action, describing any part of the Land, is recorded in the Public Records, but only to the extent of th.e.
enforcement referred to in that notice.
7. The exercise of the rights of eminent domain if a notice of the exercise, describing any part of the Land, is recorded in the
Public Records.
8. Any taking by a governmental body that has occurred and is binding on the rights of a purchaser for value without
Knowledge..
9. Title .being vested other than as stated Schedule A or being defective
(a) as a result of the avoidance in whole or in part, or from a court order providing, an alternative remedy, of a transfer
of all or any part of the title to or any interest in the Land occurring prior to the transaction vesting Title as shown in
Schedule A because that prior transfer constituted a fraudulent or preferential transfer under federal bankruptcy,
state insolvency, or similar creditors' rights laws; or
(b) because the instrument of transfer vesting Title as shown in Schedule A constitutes a preferential transfer under
federal bankruptcy, state insolvency, or similar creditors' rights laws by reason of the failure of its recording in the
Public Records
(i) to be timely, or
(ii) to impart notice of its existence to a purchaser for value or to a judgment or lien,creditor.
10. Any defect in or Iien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created
or attached or has been filed, or recorded in the Public Records subsequent to Date of Policy and prior to the recording of the
deed or other instrument of transfer in the Public Records that vests Title as. shown in Schedule A.
The Company will also pay the costs, attorneys' fees, and expenses incurred in defense of any matter insured against by this Policy.
but only to the extent provided in the Conditions.
IN WITNESS WHEREOF, FIDELITY NATIONAL TITLE INSURANCE COMPANY has caused this policy to be signed and sealed
by its duly authorized officers.
Fidelity National Title lasarance Company
Countersigned by:
r SEAL dy Pres tlent
Authorized Signature
f3sc�,jg �eM .
27306 (6106) ALTA Owner's Policy (6/17/06)
Copyright American Land Title Association. Ail rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AutitT.:r
members in good standing as of the date of use. All other Uses are.prohibited. Reprinted under license from the American Land M^�" * l
Title Association. h:.•x,., r:•
Order No_: F0606568-150-VG4 Policy No.: CO-FSTG-IMP-27306-1-18-F0606568
EXCLUSIONS FROM COVERAGE
The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses
that arise by reason of.
1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to
(i) the occupancy, use, or enjoyment of the Land;
(ii) the character, dimensions or location of any improvement erected on the Land;
(iii) the subdivision of land; or
(iv) environmental protection;
or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided
under Covered Risk 5.
(b) Any governmental police power. This Exclusion I(b) does not modify or limit the coverage provided under Covered Risk 6.
2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.
3. Defects, liens, encumbrances, adverse claims, or other matters:
(a) created, suffered, assumed, or agreed to by the Insured Claimant;
(b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the
Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy;
(c) resulting in no loss or damage to the Insured Claimant;
(d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10); or
(e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title.
4. Any claim by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws. that the transaction vesting the Title as shown in
Schedule A, is
(a) a fraudulent conveyance or fraudulent transfer; or
(b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy_
5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of
recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A.
1. DEFINITION OF TERMS
The following terms when used in this policy
in=:
(a) "Amount of Insurance": The amount
stated in Schedule A, as may be increased or
decreased by endorsement to this policy, increased by
Section 8(b), or decreased by Sections 10 and I1 of
these Conditions.
(b) "Date of Policy". The date designated as
`Date of Policy" in Schedule A.
(c) "Entity"- A corporation, partnership, trust,
limited liability company, or other similar legal
entity.
(d) "Insured': The Insured named in
Schedule A.
(i) The term "Insured" also includes
(A) successors to the Title of the
Insured by operation of law as distinguished from
purchase, including heirs, devisees, survivors,
personal representatives, or next of kin;
(B) successors to an Insured by
dissolution, merger, consolidation, distribution, or
reorganization;
(C) successors to an Insured by its
conversion to another kind of Entity;
(D) a grantee of an Insured under a
deed delivered without payment of actual valuable
consideration conveying the Title
(1) if the stock, shares,
memberships, or other equity interests of the grantee
are wholly-owned by the named Insured,
(2) if the grantee wholly
owns the named Insured.
(3) if the grantee is wholly-
owned by an affiliated Entity of the named Insured,
provided the affiliated Entity and the named Insured
are both wholly-owned by the same person or Entity,
or
(4) if the grantee is a trustee
or beneficiary of a trust created by a written
CONDITIONS
instrument established by the Insured named in
Schedule A for estate planning purposes_
(ii) With regard to (A), (B), (C), and (D)
reserving, however, all rights and defenses as to any
successor that the Company would have had against
any predecessor Insured.
(e) "Insured Claimant': An Insured claiming
loss or damage.
(1) "Knowledge" or "Known": Actual
knowledge, not constructive knowledge or notice that
may be imputed to an Insured by reason of the Public
Records or any other records that impart constructive
notice of matters affecting the Title.
(g) "Land": The land described in Schedule
A, and affixed improvements that by law constitute
real property. The term "Land" does not include any
property beyond the lines of the area described in
Schedule A, nor any right, title, interest, estate, or
easement in abutting streets, roads, avenues, alleys,
lanes, ways, or waterways, but this does not modify
or limit the extent that a right of access to and from
the Land is insured by this policy.
(h) "Mortgage": Mortgage, deed of trust, trust
deed, or other security instrument, including one
evidenced by electronic means authorized by law_
(i) `Public Records": Records established
under state statutes at Date of Policy for the purpose
of imparting constructive notice of matters relating to
real property to purchasers for value and without
Knowledge. With respect to Covered Risk 5(d),
"Public Records" shall also include environmental
protection liens filed in the records of the clerk of the
United States District Court for the district where the
Land is located.
0) "Title": The estate or interest described in
Schedule A.
(k) "Unmarketable Title": Title affected by an
alleged or apparent [natter that would permit a
prospective purchaser or lessee of the Title or lender
on the Title to be released from the obligation to
purchase, lease, or lend if there is a contractual
condition requiring the delivery of marketable title.
2. CONTINUATION OF INSURANCE
The coverage of this policy shall continue in
force as of Date of Policy in favor of an Insured, but
only so long as the Insured retains an estate or
interest in the Land, or holds an obligation secured by
a purebase money Mortgage given by a purchaser
from the Insured, or only so long as the Insured shall
have liability by reason of warranties in any transfer
or conveyance of the Title. This policy shall not
continue in force in favor of any purchaser from the
Insured of either (i) an estate or interest in the Land,
or (ii) an obligation secured by a purchase money
Mortgage given to the Insured.
3. NOTICE OF CLAIM TO BE GIVEN BY
INSURED CLAIMANT
The Insured shall notify the Company promptly
in writing (i) in case of any litigation as set forth in
Section 5(a) of these Conditions, (ii) in case
Knowledge shall come to an Insured hereunder of
any claim of title or interest that is adverse to the
Title, as insured, and that might cause loss or damage
for which the Company may be liable by virtue of
this policy, or (iii) if the Title, as insured, is rejected
as unmarketable Title. If the Company is prejudiced
by the failure of the Insured Claimant to provide
prompt notice, the Company's liability to the Insured
Claimant under the policy shall be reduced to the
extent of the prejudice_
4. PROOF OF LOSS
In the event the Company is unable to
determine the amount of loss or damage, the
Company may, at its option, require as a condition of
payment that the Insured Claimant furnish a signed
proof of loss. The proof of loss must describe the
defect, lien, encumbrance, or other matter insured
against by this policy that constitutes the basis of loss
or damage and shall state, to the extent possible, the
basis of calculating the amount of the loss or damage.
27306 (6/06) ALTA Owner's Policy (6/17/06)
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA
members in good standing as of the date of use All other uses are prohibited. Reprinted under license from the American Land
Title Association.
Order No.: F0606568-150 VG4 Policy No.: CO-FSTGIMP-27306-1-1S-F0606568
5. DEFENSE AND PROSECUTION OF
maintained, including books, ledgers; checks,
by the Insured Claimant who has suffered loss or
ACTIONS
memoranda, correspondence. reports; e-mails; disks;
damage by reason of matter; insured against by this
(a) Upon written request by the Insured, and
tapes, and videos whether bearing a date before or
policy.
subject to the options contained in Section 7 of these
after Date of Policy, that reasonably pertain to the
(a) The extent of liability of the Company for
Conditions; the Company, at its own cost and without
loss or, damage. Further, if requested by any
loss or damage under this policy, shall not exceed the
`unreasonable delay, shall provide for the defense of
authorized representative. of the Company, the
lesser of
an Insuredin litigation in which any third party
Insured Claimant shall grant its permission; in.
(i) the Amount of Insurance; or
asserts a claim covered by this policy adverse to the
writing, for any authorized representative of the
(ii) the difference between the value of
Insure& This obligation is limited to only those stated
Company to examine, inspect, and copy all of these
the Title as -insured and the value of the Title subject
causes of action alleging ,natters insured. against by
records in the custody or control of a third party that
to the risk insured against by this policy.
this policy_ The Company shall have the right to
reasonably pertain to the loss or damage. All
(b) If the Company pursues .its rights under
select counsel of its choice (subject to the right of the
information designated as confidential by the Insured
Section 5 of these Conditions and is unsuccessful in
Insured to object for reasonable cause) to represent
Claimant provided to the Company pursuant to this
establishing the Title, as insured,
the Insured as to those stated causes of action. It shall
Section shall not be disclosed to others unless; in the
(i)the Amount of Insurance shall be.
not be liable for and will not pay the fees of any other
reasonable judgment of the Company, it is necessary
increased by 10.%, and
counsel. The Company will not pay any fees, costs,
in the administration of the claim. Failure of the
(ii) the insured Claimant shalt have the
or expenses incurred by the Insured in the defense of
Insured Claimant to submit for examination under
right to have the loss or damage determined either as
those causes of action that allege matters not insured
oath, produce any reasonably requested information,
of the date the claim was ,rade by the Insured
against by this policy,
or grant permission to .secure reasonably necessary
Claimant or as of the date it is settled -and paid.
(b) The Company shall have the right; in
information from third parties as required in this
.(c) In addition to the extent of liability under
addition to the options contained in Section 7 of these'
subsection, unless prohibited by law or governmental
(a) and (b), the Company will. also pay those costs,
Conditions, at its own cost, to institute and prosecute
regulation, shall =terminate any liability of the
attorneys' fees, and expenses incurred in accordance
any action or proceeding or to do any other act that in
Company under this policy as to that claim
with Sections 5 and 7 of these Conditions.
its opinion may be necessary or desirable to establish
7. OPTIONS TO PAY OR OTHERWISE
9: LIMITATION OF LIABILITY
the Title, as insured; or to prevent or reduce loss or
SETTLE CLAIMSt TERMINATION OF
(a) If the Company establishes the Title; or
damage to the Insured. The Company nay take any
LIABILITY
removes the alleged defect, lien or encumbrance, or
appropriate action under the terns of this policy,
In case of a claim under this policy, the
cures the lack of a right of access to or from the
whether or not it shall be liable to the Insured. The
Company shall have the following additional options-
Land, or cures the claim of unmarketable Title, all as
exercise of these rights shall not be an admission of
(a) To Pay or Tender Payment of the
insured, -in a reasonably diligent manner by any
liability or waiver of any provision of this policy. If
Amount of Insurance.
methodi including litigation and the completion of
the Company exercises its rights under this
To pay or tender :payment of the A fount of
any appeals, it shall have fully performed its
subsection, it must do so diligently,
Insurance under this policy together with any costs,
obligations with respect to that matter and shall pot
(c) Whenever the Company brings an action
attorneys' fees, and expenses incurred by the Insured
be liable for any loss or damage caused to the
or asserts a defense as required or permitted by this
Claimant that were authorized by the Company up to
Insured.
policy, the Company may pursue the litigation to a
the time ofpayment or tender of payment and that the
(b) In the event of any litigation. including
final determination by a court of competent
Company is obligated to pay.
litigation by the Company or with the Company's
jurisdiction, and it expressly reserves the right, in its
Upon the exercise by the Company of this
consent, the Company shall have no liability for loss
sole discretion, to appeal from any adverse judgment
option, all liability and obligations of the Company to
or damage until there has been a final determination
or order.
the Insured under this policy, other than to make the
by a court of competent jurisdiction, and disposition
6. DUTY OF INSURED CLAIMANT TO
payment required in this subsection, shall terminate;
of all appeals, adverse to the Title,.as insured.:.
COOPERATE
including any liability or obligation to defend,
(c) The Company shall not be liable for toss
(a) In all cases where this policy permits or
prosecute, or continue arty litigation,
or damage to the Insured for liability voluntarily
requires the Company to prosecute or provide for the
(b) To Pay or Otherwise Settle With
assurned by the Insured in settling any claim or sunt
defense of any action or proceeding and any appeals,
Parties Other Than the. Insured or With the
without the prior written consent of the Company.
the Insured shall secure to the Company the right to
Insured Claimant.
10. REDUCTION OF INSURANCE;
so prosecute or provide defense in the action or
(i) To pay or otherwise settle with other
REDUCTION OR TERMINATIO_ IN OF
proceeding, including the right to use, at its option,
parties for or in the name of an Insured Claimant any
LIABILITY
the name of the Insured for this purpose. Whenever
claim insured against under this policy. In addition,
All payments' under this policy, except
requested by the Company_ the Insured, at the
the Company will pay any costs: attorneys' fees, and
payments made for costs, attorneys' fees, and
Company's expense, shall give the Company all
expenses incurred by the Insured Claimant that were
expenses, shall reduce the Amount of Insurance by
reasonable aid (i) in securing evidence, obtaining
authorized by the Company up to, the time of
the amount of the payment.
witnesses, prosecuting or defending the action or
payment and that the Company is obligated to pay -,-or
11. LIABILITY NONCUMULATM
proceeding, or effecting settlement, and (ii) in any
(ii) To pay or otherwise settle with the
The Amount of Insurance shall he reduced by
other lawful act that in the opinion of the Company
Insured Claimant the loss or damage provided for
any amount the Company pays under any policy
may be necessary or desirable to establish the Title or
under this policy, together with any costs; attorneys'
insuring a Mortgage to which exception is taken in
any other matter as insured. If the Company is
fees, and expenses incurred by the Insured Claimant
Schedule B or to which the Insured has agreed,
prejudiced by the failure of the insured to furnish the
that were authorized by the Company up to the time
assumed, or taken subject, or which is executed by an
required cooperation, the Company's obligations to
of payment and that the Company is obligated to pay.
Insured after.Date of Policy and which is a charge or
the Insured under the policy shall terminate,
Upon the exercise by the Company of either of
lien on the Title, and the amount so paid shall be
including any liability or obligation to defend,
the options provided for in subsections (b)(i) or (ii),
deemed a payment to the Insured under this policy.
prosecute, or continue any litigation, with regard to
the Company's obligations to the Insured under this
12. PAYMENT OF LOSS
the matter or matters requiring such cooperation.
policy for the claimed Ioss or damage, other than the
When liability and the extent of loss or damage
(b) The Company may reasonably require the
payments required to be made, shall terminate,
have been definitely fixed in accordance with these
Insured Claimant to submit to examination under
including any liability or obligation to defend,
Conditions, the payment shall be made within 30
oath by any authorized representative of the
prosecute, or continue any litigation.
days.
Company and to produce for examination, inspection,
S. DETERMINATION ANIS EXTENT OF
13. RIGHTS OF RECOVERY UPON
and copying,, at such reasonable times and places as
LIABILITY
PAYMENT OR SETTLEMENT
may be designated by the authorized representativeofThis
policy is a contract of indemnity against
(a) Whenever the Company shall have settled
the Company, all records, in whatever medium
actual monetary loss or damage sustained or incurred
and paid a claim under this policy, it shall be
27306 (6/06)
ALTA Owner's Policy (6/.17106)
Copyright American Land Title Association. All
rights reserved. The use of this Form is restricted to ALTA licensees and ALTA
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license
from the Amerman rand
Title Association-
-
- .V'WC11R10N
OrderNo.: F0606568-150-VG4
subrogated and entitled to the rights of the Insured
Claimant in the Title and all other rights and
remedies in respect to the claim that the Insured
Claimant has against any person or property, to the
extent of the amount of any loss, costs. attorneys,
fees_ and expenses paid by the Company. If requested
by the Company, the Insured Claimant shall execute
documents to evidence the transfer to the Company
of these rights and remedies. The Insured Claimant
shall permit the Company to sue, compromise, or
settle in the name of the Insured Claimant and to use
the name of the Insured Claimant in any transaction
or litigation involving these rights and remedies.
If a payment on account of a claim does not
fully cover the loss of the Insured Claimant. the
Company shall defer the exercise of its right to
recover until after the Insured Claimant shall have
recovered its loss.
(b) The Company's right of subrogation
includes the rights of the Insured to indemnities,
guaranties, other policies of insurance, or bonds,
notwithstanding any terms or conditions contained in
those instruments that address subrogation rights_
14. ARBITRATION
Eithet the Company or the Insured may demand
that the claim or controversy shall be submitted to
arbitration pursuant to the Title Insurance Arbitration
Rules of the American Land Title Association
(`Rules"). Except as provided in the Rules, there
shall be no joinder or consolidation with claims or
controversies of other persons. Arbitrable matters
may include, but are not limited to, any controversy
or claim between the Company and the Insured
arising out of or relating to this policy, any service in
connection with its issuance or the breach of a policy
Policy No.: CO-FSTG-IMP-27306-1-18-F0606568
provision, or to any other controversy or claim
arising out of the transaction giving rise to this
policy. All arbitrable matters when the Amount of
Insurance is $2,000,000 or less shall be arbitrated at
the option of either the Company or the Insured. All
arbitrable matters when the Amount of Insurance is
in excess of $2,000,000 shall be arbitrated only when
agreed to by both the Company and the Insured.
Arbitration pursuant to this policy and under the
Rules shall be binding upon the patties. Judgment
upon the award rendered by the Arbitrators) may be
entered in any court of competent jurisdiction.
15. LIABILITY LIMITED TO THIS POLICY;
POLICY ENTIRE CONTRACT
(a) This policy together with all
endorsements, if any, attached to it by the Company
is the entire policy and contract between the Insured
and the Company_ In interpreting any provision of
this policy, this policy shall be construed as a whole.
(b) Any claim of loss or damage that arises
out of the status of the Title or by any action asserting
such claim shall be restricted to this policy.
(c) Any amendment of or endorsement to this
policy must be in writing and authenticated by an
authorized person, or expressly incorporated by
Schedule A of this policy.
(d) Each endorsement to this policy issued at
any time is made a part of this policy and is sabject to
all of its terms and provisions. Except as the
endorsement expressly states, it does not (i) modify
any of the terms and provisions of the policy, (ii)
modify any prior endorsement, (iii) extend the Date
of Policy, or (iv) increase the Amount of Insurance.
16. SEVERABYLTTY
In the event any provision of this policy, in
whole or in part, is held invalid or unenforceable
under applicable law, the policy shall be deemed not
to include that provision or such part held to be
invalid, but all other provisions shall remain in full
force and effect.
17. CHOICE OF LAW; FORUM
(a) Choice of Laws The Insured
acknowledges the Company has underwritten the
risks covered by this policy and determined the
premium charged therefor in reliance upon the law
affecting interests in real property and applicable to
the interpretation, rights, remedies, or enforcement of
Policies of title insurance of the jurisdiction where
the Land is located_
Therefore, the court or an arbitrator shall apply
the law of the jurisdiction where the Land is located
to determine the validity of claims against the Title
that are adverse to the Insured and to interpret and
enforce the terms of this policy. In neither case shall
the court or arbitrator apply its conflicts of law
principles to determine the applicable law_
(b) Choice of Forum: Any litigation or other
proceeding brought by the Insured against the
Company must be filed only in a state or federal
court within the United States of America or its
territories having appropriate jurisdiction.
18. NOTICES, WHERE SENT
Anv notice of claim and any other notice or
statement in writing required to be given to the
Company under ibis policy must be given to the
Company at Fidelity National Title Insurance
Company, Attn. Claims Department Post Office Box
45023, Jacksonville, Florida 32232-5023.
27306 (6/06) ALTA Owner's Policy (6/17/06)
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA
members in good standing as of the date of use All other uses are prohibited. Reprinted under license from the American Land
Tittle Association.
Order No.; F0606568-150-VG4
Policy No.: CO-FSTG-IMP-2730-1-18�-F0606568
NOTICE CONCERNING FRAUDULENT INSURANCE ACTS
(This Notice is Permanently Affixed Hereto)
It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an
insurance company for the purpose of defrauding or attempting to defraud the company.
Penalties may include imprisonment, fines, denial of insurance, and civil damages. Any insurance
company or agent of an insurance company who knowingly provides false, incomplete, or
misleading facts or information to a policyholder or claimant for the purpose of defrauding or
attempting to defraud the policyholder or claimant with regard to a settlement or award payable
from insurance proceeds shall be reported to the Colorado Division of Insurance within the
department of regulatory agencies.
C. R. S. A. § 10-1-128 (6)(a).
27306A (6106)
ALTA Owner's Pghc.v (6f17J06.i
Copyright American Land Title Association. All rights reserved. The use of this Farm is restricted to ALTA licensees and. ALTA
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land
Title Association. V
Order No.: F0606568-150-VG4 Policy No_: CO-FSTG-IMP-27306-1-18-F0606568
Fidelity National Title Insurance Company
Name and Address of Title Insurance Company:
Policy No.: CO-FSTG-IMP-27306-1-18-F0606568
Address Reference: TBD, TBD, CO
Amount of Insurance: $515,000.00
SCHEDULE A
Fidelity National Title Company
3773 Cherry Creek Dr N # 770,
Denver, CO 80209
Date of Policy: May 25, 2018 at 01:34 PM
1. Name of Insured:
Ames Partners LLC
2. The estate or interest in the Land that is insured by this policy is:
Fee Simple
3. Title is vested in:
Ames Partners LLC
4. The Land referred to in this policy is described as follows:
See Exhibit A attached hereto and made a part hereof.
27306A (6/06)
ALTA Owner's Police (6/17/06
Order No.: F0606568-150-VG4
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA ?*trtLc,N
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land ! ahs 7171:
Ste' S'YA:7L+�'
Title Association.
Order No.: F0606568-150-VG4
Policy No.: C0-FSTG-IMF-27306-1-18-F0606568
EXHIBIT A
LEGAL ,DESCRIPTION
THE LAND REFERRED TO IN THIS POLICY IS DESCRIBED AS FOLLOWS:
Parcel 1:.
Lots 10 and 11, together with the West % of the Vacated Alley adjoining said lots, A Subdivision of Block Five
Columbia Heights, County of Jefferson, State of Colorado.
Parcel 2:
The East M. of the Vacated Alley adjoining Lots 12 an 13, A Subdivisions of Block 5 Columbia Heights, as vacated by
instrument recorded' July 1,195'7 n Book 1068 at Page 60; County of Jefferson, State of Colorado.
27306A (6/06)
Al TA Owner's Polic•: (6/17106,
Copyright American Land Title Association. All tights reserved. The use of this Form is restricted to ALTA -licensees and ALTA AM
MA
members in good standing as.of the date of use. All other. uses are prohibited. Reprinted under license from the American Land Wq MV
Title Association.
Order No.: F0606568 -15"G4 Policy No.: CO-F5TG-IMP-273064-I8-F0606568
SCHEDULE B
EXCEPTIONS FROM COVERAGE
This policy does not insure against loss or damage, and the Company will not pay costs, attorneys' fees, or expenses that
arise by reason of
Water rights, claims of title to water, whether or not shown by the Public Records.
2. All taxes and assessments for the year 2018 and subsequent years, a lien but not yet due or payable.
3. Easement for the continued use of existing sewer, gas, water or similar pope lines and appurtenances,
existing ditches and appurtenances, and existing electric, telephone and similar lines and appurtenances as
reserved in Vacation Resolution recorded July 1, 1957 in Book 1068 at Pave 60.
4. Easement granted to the Wheatridge Sanitation District, for a sewer line, and incidental purposes, by
instrument recorded July 26, 1957 in Book 1.071 at Page 536.
5. Terms, conditions, provisions, agreements and obligations contained in the Ordinance as set forth below:
Recording Date: June 6, 1991
Recording No.: 91048927
6. Terms, conditions, provisions, agreements and obligations contained in the Abstract of Lease as set forth
below:
Recording Date: August 22, 1994
Recording No.: 138990-1994
7. Terms, conditions, provisions, agreements and obligations contained in the Non -Disturbance and
Attornment Agreement as set forth below:
Recording Date: May 4, 1995
Recording No: F0050376
8. Terms, conditions, provisions, agreements and obligations contained in the Non -Disturbance and
Attornment Agreement as set forth below:
Recording Date: October 17, 1996
Recording No: F0317019
27306B (6/06)
ALTA Owner's Policy f6/17/06j
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA
AM E0.ICAN
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land
T r
Trite Association.
Order No_: F0606568450-VG4
SCHEDULE B
(Continued)
Policy No.: CO-FSTG-IMP-27306-1-1840606568
9. Terms, conditions, restrictions, provisions, notes and easements but omitting any covenants or
restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual
orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income,
gender, gender identity, gender expression, medical condition or genetic information, as set forth in
applicable state or federal laws, except to the extent that said covenant or restriction is permitted by
applicable law, as set forth on the Plat(s) of said subdivision set forth below:
Recording Date: January 02, 2002
Recording No: 1391869-2002
10. Terms, conditions, restrictions, provisions, notes and easements but omitting any covenants or
restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual.
orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income,
gender, gender identity, gender expression, medical condition or genetic information, as set forth in
applicable state or federal laws, except to the extent that said covenant or restriction is permitted by
applicable law, as set forth on the Plat(s) of said subdivision set forth below:
Recording Date: May 02, 1945
Recording No: Plat Book 6 at Pave 44
11. All matters shown on Boundary and Topographic Survey recorded January 29, 2018 at Reception No.
2018008762.
12. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document:
In favor of: BSA, LLC
Purpose_ dumpster
Recording Date: February 21, 201$
Recording No: Reception No. 2018015996
13. A deed of trust to secure an indebtedness in the amount shown below,
Amount:
$386,000.00
Trustor/Grantor
Ames Partners LLC, a Colorado Limited Liability Company
Trustee:
Public Trustee of Jefferson County
Beneficiary:
Commerce Bank
Loan No.:
9001
Recording Date:
May 25, 2018
Recording No:
2018047342
27306B (6/06)
ALTA Owner's Policy (6117J06)
Copyright American Land Title Association. All rights reserved. The use of this f=orm is restricted to ALTA licensees and ALTA
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land "
Title Association_
RA
-► � Ciy Of
'V`Theatdge
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
NOTICE TO MINERAL ESTATE OWNERS
APPLICANTS: You must submit this completed form to the Community Development Department no later
than ten (90) days before the public hearing on your application. Failure to complete and submit this
Certification of Notice shall constitute sufficient grounds to reschedule your public hearing.
I, . as of/with
(Print name) (Position/Job Title) (Entity applying for permit/approval)
(hereinafter, referred to as the "Applicant"), do hereby certify that notice of the application for
, set for public hearing on
(Describe type of application)
20___, has been sent to all mineral estate owners at least thirty (30) days
before the public hearing, as required by § 24-65.5-103(1), CRS., or, in the alternative, that the records
of the Jefferson County Clerk and Recorder do not identify any mineral estate owners of any portion
of the property subject to the above referenced application.
�
171
Check here if there are no mineral estate owners of any portion of the subject property.
I 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 Certificate of Notice and bind the Applicant to these
representations by my signature below.
Dated this 1,�-- day of , 20 9
LM
J7-/
4/ Fe�S .' C,
V, City Of
11? 105 9UBLIC W 0 R K S
Geodetic Surveying
Requirements for Final Plats
TITLE OF PLAT: --
Notice to Surveyor:
u Initial each item as completed. This form shall accompany the Final Plat submittal.
1. All distances for the above referenced Plat are shown using (ground) modified State Plane
measurements (U. S. survey feet rounded to the nearest 0.01') consistent with the Current City
Datum, AND the following datum information is shown on the Final Plat:
a. The Current City Datum Coordinate System used is a ground-based modified form of the
NAD83i92 State Plane Coordinate System, Colorado Central Zone 0502.
b. Vertical Datum used is the North American Vertical Daum of 1988 (NAVD88).
c. Ground to Grid Combined Scale Factor is 0.99974780300, scaled from base point PHAC 1
(Permanent High Accuracy Control Point #1) having the following NAD83192 State Plane
coordinates: PHAC 1: Northing: 1701258.75, Easting: 3118217.58, Elevation: 5471.62.
2. Modified State Plane coordinates consistent with the Current City Datum are shown on the Final
Plat to the nearest one-hundredth of a foot (0.01') for all property boundary corners, angle
point(s), and for all point(s) of curvaturehangency.
3. The following curve data for the site boundary, and for all lot lines and easement boundaries,
shall be shown on the Final Plat. All angular measurements shall be to the nearest second and all
distances to the nearest 0.01' :
a. Arc length.
b. Chord length.
c. Chord bearing.
d. Central angle (delta).
iV
e. Radius.
4. The Section Tie control points shall be on the Current City Datum and shown using (ground)
modified State Plane distances and bearings with the Latitude/Longitude and modified State
Plane coordinates shown per City of Wheat Ridge published values. All associated property
boundary comers shall be in modified State Plane values consistent with the Current City
Datam; a minimum of two (2) property boundary comers of the site shall be tied to any of the
three (3) following control point types within the City of Wheat Ridge network:
a. Section comers.
b. Quarter -section corners.
c. City of Wheat Ridge Permanent High Accuracy Control (PHAC) points.
I l 5. A Basis of Bearing Statement shall be shown specifying the two (2) City of Wheat Ridge
monuments selected to establish the modified State Plane (Current City Datum) bearings used
for the Plat. Specify the City monument identification number, the Current City Datum
coordinates and the Latitude/Longitude for each of the two monuments used for the Basis of
Bearing, and show the modified State Plane distances and bearings between them.
Rev 11/12
A aw
6. The following information is included on the Plat for all monuments used:
a. The City -based monument identification number.
b. Modified State Plane coordinates on the Current City Datum (as supplied by the City).
7. Provide one (1) 24"X 36" paper copy on the Current City Datum as listed on this Plat, with all
bearings relative to the Current City Daiwa Basis of Bearing, and all coordinates relative to said
.r Current City Datum.
8. Two digital files of the Final Plat positioned correctly on the Current City Datum have been
provided with the Plat submittal as follows:
a. One (1) file in the currently acceptable version of AutoCAD DWG format (please
contact the Department of Public Works at 303.235.2861 for version info).
b. One (1) file in Adobe PDF format.
9. A Closure Report showing the error of closure for the platted area was provided with the plat
submittal. The error of closure shall not exceed 1:50,000 for all linear and angular (bearing)
measurements per Section 26-407-D of the City of Wheat Ridge Municipal Code of Laws.
A6 10. The following statement is included on the plat: "Per Colorado Revised Statutes Sec. 38-51 -106
(L), all lineal units depicted on this Land Survey Plat are U.S. Survey Feet. One Meter equals
39.37 divided 8y 12 U.S. Survey Feet according to the National Institute of Standards and
Technology. "
R PIN 11. Per C.R.S. 38-52-106, the Final Plat shall contain a Statement of Accuracy, as defined by the
National Ocean Survey/National Geodetic Survey, used to derive the coordinates shown on the
Final Plat.
The form of the Statement of Accuracy shall be:
The geodetic point coordinate data shown herein has been derived from the NAD 83
HARN State Plane Colorado Central FIDS 0502 Coordinate System, and has a
horizontal Accuracy Classification of 0.07 U.S. Survey Feet at the 95% Confidence
level, as defined in the Geospatial Positioning Accuracy Standards of the Federal
Geodetic Control Subcommittee (FGDC-STD-007.2-1998).
I hereby acknowledge all the above requirements have been addressed in a full and complete
manner.
Surveyor Name (Please Print)
Firm
Surveyor Signature
��D i g
Date
For information pertaining to Section and Quarter Comer information, PHAC points, benchmarks, or for
general City surveying monumentation information, please visit the City of Wheat Ridge website at:
Or contact the Department of Public Works, Engineering Division at 303.235.2861.
Rev 11/12
Process No Adjust Results
16:13:49 2018
Coordinate File:
Thu Sep 06
Closure Results
Starting Point 1: N 1703591.219 E 3125280.399 Z 0.000
Closing Reference Point 1: N 1703591.219 E 3125280.399 Z 0.000
Ending Point 1: N 1703591.219 E 3125280.399 Z 0.000
Azimuth Of Error: 2360018'37"
North Error . —0.00002
East Error . —0.00003
Vertical Error : —0.00000
Hz Dist Error : 0.00004
Sl Dist Error : 0.00004
Traverse Lines : 4
SideShots : 0
Store Points : 1
Horiz Dist Traversed: 534.500
Slope Dist Traversed: 534.500
Closure Precision: 1 in 14824303.0
Starting Point 1: N 1703591.219 E 3125280.399 Z 0.000
Point Horizontal Vertical Slope Northing Easting
No. Angle Angle Dist
Description
3
sw
4
se
5
ne
1
nw
Sideshots
Elev
SO.1434E 0.0000 124.250 1703466.970 3125280.925 0.000
N89.4526E 0.0000 143.000 1703467.576 3125423.924 0.000
NO.1434W 0.0000 124.250 1703591.825 3125423.398 0.000
S89.4526W 0.0000 143.000 1703591.219 3125280.399 0.000
Process No Adjust Results
16:19:45 2018
Coordinate File:
Thu Sep 06
Closure Results
Starting Point 2: N 1703541.219 E 3125280.611 Z 0.000
Closing Reference Point 2: N 1703541.219 E 3125280.611 Z 0.000
Ending Point 2: N 1703541.219 E 3125280.611 Z 0.000
Azimuth Of Error: 34lo033' 54"
North Error : 0.00003
East Error . —0.00001
Vertical Error : —0.00000
Hz Dist Error : 0.00003
Sl Dist Error : 0.00003
Traverse Lines : 4
SideShots : 0
Store Points : 1
Horiz Dist Traversed: 434.500
Slope Dist Traversed: 434.500
Closure Precision: 1 in 13740087.8
Starting Point 2: N 1703541.219 E 3125280.611 Z 0.000
Point Horizontal Vertical Slope Northing Easting
No. Angle Angle Dist
Description
3
sw
4
se
6
11/10
2
10/11
Sideshots
Elev
SO.1434E 0.0000 74.250 1703466.970 3125280.925 0.000
N89.4526E 0.0000 143.000 1703467.576 3125423.924 0.000
NO.1434W 0.0000 74.250 1703541.825 3125423.610 0.000
S89.4526W 0.0000 143.000 1703541.219 3125280.611 0.000
Process No Adjust Results
16:14:37 2018
Coordinate File:
Thu Sep 06
Closure Results
Starting Point 1: N 1703591.219 E 3125280.399 Z 0.000
Closing Reference Point 1: N 1703591.219 E 3125280.399 Z 0.000
Ending Point 1: N 1703591.219 E 3125280.399 Z 0.000
Azimuth Of Error: 2360018'37"
North Error : —0.00002
East Error : —0.00003
Vertical Error . —0.00000
Hz Dist Error : 0.00004
Sl Dist Error : 0.00004
Traverse Lines : 4
SideShots : 0
Store Points : 1
Horiz Dist Traversed: 386.000
Slope Dist Traversed: 386.000
Closure Precision: 1 in 10705670.6
Starting Point 1: N 1703591.219 E 3125280.399 Z 0.000
Point Horizontal Vertical Slope Northing Easting
No. Angle Angle Dist
Description
2
10/11
6
11/10
5
ne
1
nw
Sideshots
Elev
S0.1434E 0.0000 50.000 1703541.219 3125280.611 0.000
N89.4526E 0.0000 143.000 1703541.825 3125423.609 0.000
N0.1434W 0.0000 50.000 1703591.825 3125423.398 0.000
S89.4526W 0.0000 143.000 1703591.219 3125280.399 0.000
CUSHMAN
GEOSCIENCE
LLC
Geotechnical Investigation and Foundation Recommendations
3300 Ames St
Wheat Ridge, CO 80212
Project Number 18-075
July 23, 2018
Prepared For
Ames Partners LLC
Attn: Jay Feaster
19510 W. 55th Place
Golden, CO 80403
Cushman Geoscience LLC
195 S Hoyt Street, Lakewood, Colorado 80226
303-475-7993
david.cushmangeo@gmail.com
CONTENTS
Scopeof Work...............................................................................................................................................1
Existing Construction and Site Conditions....................................................................................................1
ProposedConstruction.................................................................................................................................1
SubsurfaceInvestigation............................................................................................................................... 2
SubsurfaceConditions.................................................................................................................................. 2
LaboratoryTest Results................................................................................................................................ 3
Discussionof Expansive Soils........................................................................................................................ 3
SitePreparation..............:.............................................................................................................................4
SiteExcavation.............................................................................................................................................. 5
FoundationRecommendations.....................................................................................................................5
Alternative Basement Foundation Recommendations........................................................................................6
FoundationWalls.......................................................................................................................................................7
FloorSlabs.....................................................................................................................................................7
SubsurfaceDrainage.....................................................................................................................................8
SurfaceDrainage...........................................................................................................................................8
ExteriorFlatwork...........................................................................................................................................9
Radon............................................................................................................................................................ 9
Mold.............................................................................................................................................................. 9
CrawlspaceRecommendations.....................................................................................................................9
Limitationsand Exclusions............................................................................................................................9
References..................................................................................................................................................1a
Tables
Table 1: Subsurface Conditions Summary ....................................................................................................2
Table2: Groundwater Summary ...................................................................................................................2
Table 3: Laboratory Test Results Summary ..................................................................................................3
Table 4: Summary of Risk Categories............................................................................................................4
Attachments
Figures
Appendix A
Appendix B
Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226
Geotechnical Engineering Report
Project No.: 18-075
7-23-18
Page 1
As requested, Cushman Geoscience LLC (CG) has prepared geotechnical engineering recommendations
for the proposed residential structures planned for the subject site.
Scope of Work
The scope included drilling exploratory boring(s), obtaining soils and/or bedrock samples at intervals in
the bore holes, and subjecting the samples to various laboratory tests as outlined herein and providing
geotechnical recommendations.
The recommendations presented herein are based on the subsurface conditions observed in the boring(s)
and the laboratory testing results. Additional subsurface exploration and/or laboratory testing may result
in recommendations that may differ to some degree than those presented herein. There is no guarantee
or warranty as to the uniformity of subsurface materials and conditions at the subject site. An additional
discussion of the limitations of geotechnical engineering is included in Appendix A. As noted in the
appendix, this report should be considered valid for 3 years after issuance.
Existing Construction and Site Conditions
The site is currently a vacant lot.
At the time of the investigation the lot was vegetated with a good cover of wild plants and grasses. The
ground surface slopes gently to the north.
Surficial Geology on the site is mapped as Loess (windblown silt with fine sand and clay) according to
"Geologic ma;- of the Arvada ..wadranRle, Adams. Denver, and Jefferson Counties, Colorado" by R.M.
Lindvall, USGS Map GQ -1453, 1979. Bedrock below the upper soil appears to be Denver and Arapahoe
Formations of Paleocene and Upper Cretaceous age. A geologic map is shown in Figure 1.1
Proposed Construction
Planned construction for the site includes two duplex structures with detached garages. The duplexes are
proposed to be two stories over a basement and the garages to be one story with a slab on grade floor.
The structures will have reinforced concrete foundations and will be built with wood and/or steel framing
and possible veneer materials. Structural loading will be relatively light consistent with the proposed
construction, on the order of 300 to 3,000 pounds per linear foot. Site grading will be minimal. An existing
site plan is presented on Figure 1.0.
If the proposed construction varies significantly from that described above or herein, CG should be
notified to re-evaluate the recommendations provided in this report as necessary.
Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226
Geotechnical Engineering Report
Project No.: 18-075
7-23-18
Page 2
Subsurface Investigation
The subsurface investigation was performed by drilling three (3) test borings (B-1, B-2, and B-3) on the lot
at the approximate locations shown on Figure 1.0. The test borings were drilled on May 18, 2018 using a
4" diameter solid stem auger, powered by a CME -45 drill rig.
As noted in the Boring Log, Figure 2.0, samples were obtained using a "modified California" sampler. The
samples were obtained by driving the sampler into the subsurface materials at selected depths during
drilling. The modified California sampler is a steel barrel sampler with a 2.5 -inch outside diameter and a
2 -inch inside diameter that is fitted with 4 -inch long brass liners during sampling to facilitate retrieval and
transport of relatively undisturbed samples of the subsurface materials.
The sampler was driven into the subsurface materials using a 140 -pound hammer falling through a height
of 30 inches. The number of blows required to drive the sampler 12 inches is recorded and provides an
indication of the relative density of granular materials and relative consistency of cohesive, fine grained
soils.
Subsurface Conditions
Subsurface conditions encountered in test borings, B-1, B-2, and B-3, are summarized in Table 1 below. A
log of the test borings is presented on Figure 2.0. Note: all measurements are approximate based on tools
and methods used in the field.
Table 1: Subsurface Conditions Summary
Boring No.
Depth (feet)
Soil D
B-1
0-2
Clay, silty, sandy to very
moist, brown
Gravel, silty, clayey, moist
Sandstone/Claystone bed
interlayered, very hard, m
B-2 2-6.5
B-3 0-8
B-1 2-4
B-2 0-2
B-1 7-30
B-2 6.5-20
B-3 8-20
escription
sandy, scattered gravel, hard,
brown
rock, intermixed and
oist, brown, gray, olive
Groundwater encountered during drilling and measurements after drilling are summarized in Table 2
below. Note: all measurements are approximate based on tools and methods used in the field.
Table 2: Groundwater Summary
Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226
Geotechnical Engineering Report
Project No.: 18-075
7-23-18
Page 3
Boring No.
Time Relative to Drilling
Groundwater Depth (feet)Caving/Mud Depth (feet)
DryContent Density
(pcf)
During drilling
dry -
B-1
10 minutes after
dry open
12.4
3 days after
28 28.6
10,300
During drilling
dry -
B-2
10 minutes after
dry open
-0.2
3 days after
19.8 20
B-1
During drilling
dry -
B-3
10 minutes after
dry open
low
3 days after
dry 19.7
Laboratory Test Results
Samples obtained during the geotechnical exploration program were returned to our laboratory where
the soil descriptions and boring log were reviewed by a senior geotechnical engineer or senior engineering
geologist. Selected samples were then tested in the laboratory for moisture content, dry density, and
swell -consolidation potential. Results of the laboratory tests are presented next to the boring log in Figure
2.0 and in Table 3 (below) and in Figures 3.0 — 3.9.
Table 3: Laboratory Test Results Summary
Boring
No.
Depth
(feet)
Moisture
(%)
DryContent Density
(pcf)
Swell Potentia!
N(psf)
Swell Pressure
Swell Risk
B-1
4
12.4
111
4.1
10,300
high
B-1
9
13.9
118
-0.2
N/A
low
B-1
19
19.5
112
1.0
3,200
low
B-2
4
10.1
111
2.4
4,700
moderate
B-2
9
18.3
111
0.1
1,600
low
B-2
14
21.2
106
0.8
4,700
low
B-2
19
18.0
106
0.3
1,400
low
B-3
4
11.9
106
1.8
2,700
low
B-3
9
9.6
113
0.0
N/A
low
B-3
19
15.8
113
-0.2
N/A
low
Discussion of Expansive Soils
The amount of volume change that results when a sample of soil or bedrock is inundated with water under
a constant pressure is measured in the Denver swell -consolidation test as the swell/expansion or
consolidation potential. The swell pressure is the amount of pressure that is then required to compress
the sample back to the volume before inundation.
Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226
Geotechnical Engineering Report
Project No.: 18-075
7-23-18
Page 4
The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to
evaluate the expansion potential of soil and bedrock. The expansion potential is categorized as low,
moderate, high, or very high based on the swell potential. The following table presents the relative
classifications. Additional information regarding risk is presented in Appendix A.
Table 4: Summary of Risk Categories
Slab Performance Risk Category j
Low
Moderate
High
Very High
Representative Percent Swell
(500 psf Surcharge)
0 to< 3
3to<5
5to<8
8 or greater
Source: Colorado Association of Geotechnical Engineers, 1996.
Representative Percent Swell
(1000 psf Surcharge)
0 to< 2
2to<4
4to<6
6 or greater
Note: The representative percent swell values presented are not necessarily measured values. Rather,
they are a judgment of the swell of the soil and bedrock profile likely to influence slab performance.
Site Preparation
Priorto site grading, areas to be graded should be stripped of surface vegetation, topsoil, debris and other
deleterious material. Stripped materials should be wasted off site in accordance with applicable
regulations. However, non -hazardous stripped soil with vegetation can be used as shallow fill in non-
structural, landscaped areas of the site. All manmade fill, or demolition debris should be removed from
below the planned foundations and floor slabs and replaced with properly compacted structural fill.
Structural Fill Material: Imported structural fill material should be non -expansive at the recommended
placement moisture content and density, classify as a coarse-grained material (sand or gravel) by the
Unified Soil Classification System (USCS), and have a liquid limit less than 40 and a plasticity index less
than 20. Frozen material, ice, snow, cobbles and boulders larger than 3 inches, debris and other
deleterious material should be excluded from fill materials. CG should be contacted to test and evaluate
whether proposed on-site or imported materials are suitable structural fill.
Suitable imported structural materials would be: CDOT Class 5 or 6 road base, CDOT Class 1 Structure
Backfill, or a manufactured `crusher fines' material. Imported materials should be approved by the
Geotechnical Engineer.
Fill Placement: Structural fill should be placed in lifts 8 inches or less in loose thickness, moisture
conditioned and compacted to 95 percent or more of the standard Proctor Maximum Dry Density (MDD).
Fill which classifies as silt, sand or gravel by the USCS should be moisture conditioned to within 2
percentage points of Optimum Moisture Content (OMC), and fill which classifies as clay by the USCS
should be moisture conditioned to within OMC to 4 percentage points above OMC. Fill in non-structural
areas should be compacted to at least 90 percent of the M DD.
Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226
Geotechnical Engineering Report
Project No.: 18-075
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Page 5
Site Excavation
The sandy, silty, clay soils classify as Type B soils perthe OSHA Excavation Guide. All excavation slopes are
to be laid back per the OSHA Excavation Guide for Type B soils at a maximum 45 -degree angle (1:1
Horizontal to Vertical). The excavations should be performed under the supervision of the contractors
`Competent Person' per the OSHA Excavation Guide.
The slopes may require to be further laid back if seepage or instability is observed in the foundation
excavations. The contractor should manage construction traffic and the placement of excavation spoils to
maintain excavation slope stability.
If site constraints prevent appropriate excavation sloping, the foundation excavation can be shored using
drilled concrete piers. Our office can prepare an excavation shoring design for this project if needed.
Foundation Recommendations
Due to the potential for significant differential movement for shallow foundations, the safest foundation
type for the proposed structures is straight shaft, steel reinforced, concrete piers drilled into the
underlying bedrock.
The following recommendations should be followed in the design and construction of the foundation
system.
1. Piers initiated within 3 feet of the existing ground surface (i.e. garage, porch, and crawlspace
levels) should have a minimum length of 18 feet and a minimum bedrock penetration of 6 feet.
Piers initiated 8 to 10 feet below the existing ground surface (i.e. basement level) should have a
minimum length of 12 feet and a minimum bedrock penetration of 6 feet. All piers shall have a
minimum diameter of 12 inches.
2. Piers should be designed for an allowable end bearing pressure of 37.000 psf and a side shear
resistance of 2,500 psf for the portion of the pier in bedrock. Side shear resistance should be
ignored for the upper 5 feet of the pier shaft and the bottom pier diameter, or 1 foot for a 12 -inch
diameter pier.
3. Piers should be reinforced the full length as recommended by the structural engineer.
Reinforcing should be adequate to resist an uplift pressure of at least 45,000 pounds per foot of
pier diameter.
4. Grade beams between piers should be provided with a minimum 4 -inch void space at the bottom.
Pier tops should not be allowed to mushroom. The top of all piers should be formed with
cardboard tubes.
6. Caving soils and groundwater were encountered in the test borings shortly after drilling or when
checked 3 days after drilling. Based on our observations, casing of the pier shafts is not expected,
Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226
Geotechnical Engineering Report
Project No.: 18-075
7-23-18
Page 6
but dewatering may be required. Concrete should be placed in the caissons immediately after
drilling using "drill and pour" techniques to minimize the need for dewatering.
7. Concrete should be placed by the tremie method if more than 3 inches of water is encountered
in the bottom of the pier shaft at the time of concrete placement. The tremie pipe should be
lowered to the bottom of the pier shaft prior to concrete placement and should be kept below
the concrete surface during concrete placement.
8. CG should observe pier drilling and construction.
Alternative Basement Foundation Recommendations
A spread footing foundation supported on native soils or properly compacted structural fill can be
considered to support the proposed structure(s) at the basement elevation only with the entire
excavation below the clay stratum and all footing elevations are at this level.
Spread Footing Recommendations
New foundations should be designed based on an allowable soil bearing pressure of:
• 3000 psf maximum and 500 psf minimum at a typical basement elevation (about 8 to 10 feet
below grade).
Additional spread footing foundation design and construction considerations:
1. The total and differential settlements are estimated to be approximately 1 inch or less.
2. Spread footings should have a minimum width of 16 inches for continuous footings placed on
material as described above, and 24 inches for isolated pads.
3. A minimum 4 -inch void should be used below grade beams if needed to develop the minimum
dead load pressure.
4. Footings placed beneath unheated areas should have at least 36 inches of covering soils to protect
from frost. This depth should be verified with the local building department.
5. Lateral resistance to the spread footings is based on both friction between the footing and its
subsoil and passive earth pressures of the soils on the side of the footing. An ultimate coefficient
of friction of 0.35, and a passive pressure based on an equivalent fluid weight of 180 pcf for the
soils is recommended.
6. The foundation system should be reinforced to span an unsupported length of 10 feet.
7. It is required that a representative of the Engineer observes the foundation excavation prior to
foundation construction and/or fill placement in order to evaluate the possible fill soils.
8. The foundation excavation should be protected from runoff, and multiple wetting and drying
cycles. Runoff into the foundation excavation should be avoided.
Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226
Geotechnical Engineering Report
Project No.: 18-075
7-23-18
Page 7
Foundation Walls
Foundation walls which are laterally supported and expected to undergo a minimal amount of movement
should be designed with based on a lateral "at -rest" earth pressure computed based on an equivalent
fluid weight of 60 pcf if the onsite soils are used as backfill. Topsoil should not be used as backfill.
The earth pressure can be reduced to 50 pcf for "active" conditions where significant wall deflection can
occur, such as at site retaining walls. A passive pressure based on an equivalent fluid weight of 180 pcf for
sandy, silty, clay is recommended. These pressures assume drained conditions behind the foundation
walls. The buildup of water behind a foundation wall will increase the lateral pressures on the wall.
All foundation walls should be designed for appropriate hydrostatic and surcharge pressures such as:
adjacent buildings, traffic, construction materials and equipment.
These pressures assume drained conditions behind the foundation walls. The buildup of water behind a
foundation wall will increase the lateral pressures on the wall.
Foundation Wall Backfill Placement: In landscape areas, foundation wall backfill should be compacted to
at least 90% percent of the standard proctor maximum dry density (ASTM D 698) near the optimum
moisture content (OMC). In areas of external and interior flatwork (i.e. sidewalks, driveways, garage
slabs), foundation wall backfill should be compacted to at least 95% percent of the standard proctor
maximum dry density (ASTM D 698) at or slightly above the optimum moisture content.
Floor Slabs
The onsite soils are suitable to support slab -on -ground construction, with a low (at basement level) and
moderate (at existing grade level) risk of slab heave due to potentially expansive soils. Potential floor slab
movement of less than 1" exists at the basement level and 2" to 3" exists on the site near the ground
surface, assuming a depth of moisture variation ("depth of wetting") of about 20 feet. Structural floors
over a crawlspace or minimum 12 -inch void space should be used if this potential movement is not
acceptable to the owner or builder.
Slab Design: To reduce the effects of differential movement, floor slabs should be separated from all
bearing walls and columns with expansion joints that allow for unrestrained vertical movement. Partitions
should not be designed or constructed to bear on slabs supported on grade. A 3 -inch void should be
established below or above partitions during construction and monitored and maintained by the owner
after construction. The void space can be covered with a molding strip that is not attached to the partition.
Joint spacing should be determined on floor thickness, nominal aggregate size, slump, and be consistent
with the recognized guidelines such as the Portland Cement Association and the American Concrete
Institute.
Cracks and movement of the slabs supported on grade can be transmitted through rigid floor coverings.
Performance expectations should be taken into consideration in the selection of floor slab coverings.
Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226
Geotechnical Engineering Report
Project No.: 18-075
7-23-18
Page 8
Floor Slab Subgrade: Some areas of soft and/or loose soils may be encountered in the floor slab areas.
Some Subgrade improvement of these materials may be required at the time of excavation as directed by
the engineer. Soft or disturbed soils observed in the excavation should be compacted on grade or removed
and replaced with structural fill. Any fill placed below structural areas should consist of granular, non -
expansive soil compacted to at least 95% of the standard Proctor maximum dry density (ASTM D 698)
near the optimum moisture content.
Plastic Moisture Barrier or Gravel Layer. Based on subsurface conditions observed in the test boring(s)
and our understanding of the planned construction, a plastic moisture barrier and 4 -inch gravel layer to
protect a slab near the ground surface is optional for this site from a geotechnical standpoint. Applicable
building codes may require these items.
Interior Plumbing: All plumbing lines should be testing for leaks. Where plumbing lines enter through the
slab, positive breaks should be provided. Connections to mechanical equipment should be flexible.
Any new fill placed beneath floor slabs should be a non -expansive, granular material compacted to at least
95% of the standard Proctor maximum dry density near the optimum moisture content.
Subsurface Drainage
It is recommended that below grade, finished or usable living space be protected from surface water
infiltration with a perimeter drain system. The drainage system can be either an interior or exterior type.
Details of typical drainage systems are presented in Appendix B.
Surface Drainage
1. The following drainage precautions should be observed and maintained at all times during and
after construction:
2. Excessive wetting of the foundation excavation and sub -floor soils should be avoided.
3. Exterior backfill should be placed as recommended herein.
4. The ground should be sloped away from the building. A minimum slope of 6 inches in the first 5
to 10 feet in landscaped areas (10%) and 3 inches in 10 feet in paved areas (3%) is recommended.
5. Roof down spouts should discharge well beyond foundation wall backfill zones.
6. Plastic membranes should not be placed adjacent to the foundation walls. A pervious textile
should be used to control weed growth.
7. Any settling of foundation or foundation wall backfill should be re -graded to maintain the slopes
noted above.
Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226
Geotechnical Engineering Report
Project No.: 18-075
7-23-18
Page 9
Exterior Flatwork
The subgrade soils should be scarified and compacted to at least 95% of the standard Proctor maximum
dry density near the optimum moisture content in areas of driveway pavement or approach apron for a
garage, if constructed. Proof -rolling of these areas is recommended. Soft and deflecting areas should be
removed and replaced with properly compacted fill.
Radon
Radon may be a potential concern in Colorado. If a crawl space is constructed it should be well ventilated.
If a gravel layer is placed beneath the floor slab it can be incorporated into a radon abatement system if
this becomes necessary in the future. The local building department should be contacted for more
information regarding radon issues in this area. Radon Prevention methods should conform to EPA Radon
Mitigation Standards: EPA 402-R-93-078, October 1993 and revised April 1994.
Mold
Mold can develop in crawl spaces that become damp under certain conditions. If a crawlspace is
constructed, it should be well ventilated. A vapor barrier should be placed on exposed soil to help control
indoor moisture levels and should be sealed at the edges and seams. A professional hygienist should be
contacted to address any potential mold concerns and mitigation methods. Referto A Brief Guide to Mold,
Moisture and Your Home for additional information: EPA 402-K-02-003, dated September 2010, for more
information.
Crawlspace Recommendations (if needed)
A health and safety professional with experience in the design of crawlspaces can be consulted to provide
recommendations to reduce moisture infiltration into crawlspaces. Such recommendations may include
liningthe crawlspace with polyethylene plasticthat is sealed and mechanically attached tothe foundation.
Plastic should not be attached to the foundation within 6 inches of untreated wood members of the
framing or flooring. Also, plastic should not be attached to metal framing members such as column posts,
but can be attached to concrete foundations supporting column posts.
Limitations and Exclusions
This study has been conducted in accordance with generally accepted geotechnical engineering practices
using the degree and care and skill ordinarily exercised by members of the same profession currently
practicing under the same or similar circumstances, and for use by the client for design purposes at the
named site.
Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226
Geotechnical Engineering Report
Project No.: 18-075
7-23-18
Page 10
The conclusions and recommendations presented in this report are based on the data obtained from the
exploratory boring(s) drilled at the approximate location presented on Figure 1, and the proposed
construction. An additional discussion of the limitations of geotechnical engineering practices is presented
in Appendix A. An environmental assessment (ESA Phase I or II) of the site is outside our scope of work
for this project. This report should also not be considered as an indication of the absence of or as an
evaluation of any potential environmental, geologic or mining hazards for the subject site.
If during construction, fill, soil or water conditions appear to be different than that presented in this
report, CG should be contacted to reevaluate the recommendations presented herein as necessary. A
representative of our office must observe foundation excavations, pier installation, backfill operations, and
foundation bearing strata, as applicable, in order to confirm the recommendations of this report.
If you have any questions regarding this report, please contact our office.
Cushman Geoscience LLC
Prepared by:
David A. Cushman, P.G., CPG
Engineering Geologist
Reviewed by:
46434 Z
07.23.2018:
SSlrZiunt ��,�
Scott Barton, P.E.
Project Engineer
Attachments — Figures 1.0 through 3.9
Appendix A — Important Information about This Report
Appendix B — Foundation Drain Details
Distribution: digitally stamped PDF via email to addressee, printed copies mailed upon request
References
Foundations and Earth Structures, Naval Facilities Engineering Command Design Manuals 7.01 and 7.02,
09-01-1986
Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System
Recommendations, Colorado Association of Geotechnical Engineers, 1996.
CAV/YMA/EMC/DAC/SDB
Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226
NOTES: 1) Not to Scale
2) ® Indicates location of exploratory test boring.
CUSHMAN GEOSCIENCE 3300 Ames St 1PROJECT NO. 18-075
SITE PLAN iFIGURE NO. 1.0
P
KEY ` of LOESS (HOLOCENE AND PLEISTOCENE)—Yellowish-brown to
light -grayish -brown sandy silt Upper 2-4 feet (0.6-1.2 m) may
contain appreciable amounts of clay and silty clay. Exhibits co-
lumnar structure; slightly calcareous; slightly sticky when wet
Generally less than 10 feet (3 m) thick. but may be as much as
20--25 feet (6-7.6 m) thick in northeastern part of quadrangle
SITE LOCATION
SOURCE:
Lindvall, R. M, 1979, Geologic map of the Arvada quadrangle, Adams, Denver, and Jefferson
Counties, Colorado: U.S. Geological Survey, Geologic Quadrangle Map GQ -1453
CUSHMAN GEOSCIENCE 3300 Ames St PROJECT NO. 18-075
Geologic Map I FIGURE NO. 1.1
0
B-1 B-2 B-3
0-
4.1
26112 2.4
21112 1.8
21112
-5
MC=12.4
MC=10.1
MC=l 1.9
5—
.....
DD=1111
.....
DD=Iil
DD=106
-0.2
.....
.....
.....
.....
.....
D50/6.5 0.3
.....
.....
....
.....
....
—15017 0.0
....
.....
....
.....
6016
—10
....
.....
MC=13.9
....
MC=18.3
.....
MC=9.6
10—
....
....
.....
....
.....
....
DD=118
....
.....
....
.....
....
.....
DD=lll
....
....
.....
....
.....
....
DD=113
.....
....
.....
....
.....
....
5013 0.8
....
.....
.....
.....
.....
.....
:]5018
.....
....
.....
....
.....
....
5015
15
MC--21.2
15—
.....
....
.....
.....
.....
.....
.....
.....
.....
DD=106
.....
.....
.....
.....
.....
.....
......
3
.....
.....
...
.....
.....
.....
—20
1.0
6017 0.3 tL-.-_.=--`50J6
3 -0.2
_.0
60/7
20—
MC=19.5 MC=18.0 MC=15.8
....
DD=l 12 DD=106 DD=113
—25
.....
25-
3
3
30
5016
30-
36
36
LEGEND:
CLAY, SILTY, SANDY TO VERY SANDY, SCATTERED GRAVEL, HARD, MOIST, BROWN
GRAVEL, SILTY, CLAYEY, MOIST, BROWN
SANDSTONE/CLAYSTONE BEDROCK, INTERMIXED AND INTERLAYERED, VERY HARD, MOIST, BROWN, GRAY,
OLIVE
E] INDICATES A "MODIFIED CALIFORNIA" SAMPLER WAS DRIVEN
26/12 INDICATES THAT 26 BLOWS WITH A 140 -POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO
DRIVE A MODIFIED CALIFORNIA SAMPLER 12 INCHES INTO THE SUBSURFACE SOILS
4.1 t INDICATES AMOUNT OF VOLUME CHANGE (%) AND DIRECTION OF SAMPLE MOVEMENT ON WETTING
3 INDICATES DEPTH TO GROUNDWATER AND NUMBER OF DAYS AFTER DRILLING WAS OBSERVED
3 4 INDICATES DEPTH ATWHICH BORING CAVED AND NUMBER OF DAYS AFTER DRILLING OBSERVED
MC= INDICATES MOISTURE CONTENT (%) OF SAMPLE DD= INDICATES DRY DENSITY (pco OF SAMPLE
-200= INDICATES AMOUNT OF MATERIAL PASSING NO. 200 SIEVE (%)
NOTES:
1) THE BORINGS WERE DRILLED ON MAY 18, 2018 WITH 4 -INCH DIAMETER, SOLID -STEM
AUGER POWERED BY A CME -45 DRILLING RIG.
2) THE LOCATIONS OF THE BORINGS WERE DETERMINED APPROXIMATELY IN THE FIELD BY
TAPING OR PACING FROM FEATURES ON THE SITE PLAN AND SHOULD ONLY BE
CONSIDERED ACCURATE TO THE DEGREE IMPLIED BY THE METHOD USED.
3) CHANGES BETWEEN MATERIAL TYPES ARE APPROXIMATE AND TRANSITIONS MAY BE
GRADUAL. GROUNDWATER ELEVATIONS MAY VARY SEASONALLY AND FROM YEAR TO
YEAR DEPENDING ON CLIMATE AND OTHER FACTORS.
3300 Ames St --PROJECT NO.
18-0751
CUSHMAN GEOSCIENCE
1 BORING LOGS, LEGEND & NOTES I FIGURE NO.
2.0 1.
10000
Vertical Pressure (PSF)
Sample Description: Clay, silty, sand
Boring No. B-1 Moisture Content % 12.4
Depth ft 4 _Dry Density c 111
Swell % 4.1
Swell Pressure s 10,300
CUSHMAN GEOSCIENCE 3300 Ames St Project No. 18-075
SWELL -CONSOLIDATION TEST Figure No. 3.0
6.0
5.0
4.0
3.0
2.0
0
1.0
;—
0.0 --
E
c
-1.0
m
-2.0 -
a
E
-3.0 —
co
-4.0 r
-5.0
-6.0
-7.0
-8.0
100
10000
Vertical Pressure (PSF)
Sample Description: Clay, silty, sand
Boring No. B-1 Moisture Content % 12.4
Depth ft 4 _Dry Density c 111
Swell % 4.1
Swell Pressure s 10,300
CUSHMAN GEOSCIENCE 3300 Ames St Project No. 18-075
SWELL -CONSOLIDATION TEST Figure No. 3.0
6.0 f
5.0
4.0
3.0
2.0
1.0
V
m 0.0
E
> -1.0
o -hiii
m -2.0
CL
E -3.0 -
-4.0 -
-5.0
-6.0 -
-7.0
-8.0
100 10000
Vertical Pressure (PSF)
Sample Descri tion: Cla stone
Boring No. B-1 Moisture Content % 19.5
Depth ft 19 Dry Density c 112
Swell % 1.0
Swell Pressure (psO 3,200
CUSHMAN GEOSCIENCE3300 Ames St Project No. 18-075
SWELL -CONSOLIDATION TEST Figure No. 3.2
I
7.0 j i {
6.0
5.0
4.0
0 3.0
CD 2.0
0 1.0 I _
0.0
a II
E -1.0
-z.o
-4.0 I
-5.0 -
-6.0
100 10000
Vertical Pressure (PSF)
Sample Description: Sandstone, cla stone
Boring No. B-2 Moisture Content % 18.3
Depth ft 9 _Dry Density c 111
Swell % 0.3
Swell Pressure (psf) 2,400
CUSHMAN GEOSCIENCE 3300 Ames St tProject No. 18-075
SWELL -CONSOLIDATION TEST I Figure No. 3.4
100 10000
Vertical Pressure (PSF)
Sample Description: Cla stone, sandstone
Boring No. B-2 Moisture Content % 21.2
Depth ft 14 Dry Densit (pco 106
Swell % 0.8
Swell Pressure (psD 4,700
CUSHMAN GEDSCIENCE 3300 Ames St Project No. 18-075
SWELL -CONSOLIDATION TEST Figure No. 3.5
8.0
7.0
6.0
5.0
4.0
0
3.0
2.0
E
c
1.0
as
0.0 ♦� -- _ - ._
-1.0
-2.0
-3.0-
-4.0
-
-5.0
i
-6.0
100 10000
Vertical Pressure (PSF)
Sample Description: Cla stone, sandstone
Boring No. B-2 Moisture Content % 21.2
Depth ft 14 Dry Densit (pco 106
Swell % 0.8
Swell Pressure (psD 4,700
CUSHMAN GEDSCIENCE 3300 Ames St Project No. 18-075
SWELL -CONSOLIDATION TEST Figure No. 3.5
s.o
7.0 - -
6.0
Ili
5.0
4.0
3.0
2.0
E
0 1.0 -
4) 0.0
E -1.0
-2.0
-3.0
-4.0 - -
-5.0
-6.0 LT
100 10000
Vertical Pressure (PSF)
Sample Description: Cla stone
Boring No. B-2 Moisture Content % 18.0
Depth ft 19 Dfy Density c 106
Swell % 0.3
Swell Pressure sf) 1,400
CUSHMAN GEOSCIENCE 3300 Ames St Project No. 18-075
SWELL -CONSOLIDATION TEST Figure No. 3.6
8.0
7.0
6.0
5.0
4.0
3.0
V
W 2.0
E
c 1.0
as 0.0
-1.0
-2.0 i-
-3.0
-4.0
-5.0
-6.0
100 10000
Vertical Pressure (PSF)
Sample Description: Clay, silty, sl. sandy to v. sand
Boring No. B-3 Moisture Content % 11.9
Depth ft 4 Dry Density c 106
Swell % 1.8
Swell Pressure s 2,700
CUSHMAN GEOSCIENCE= 3300 Ames St Project No. 18-07
SWELL -CONSOLIDATION TEST Figure No. 3.7
8.0 --
7.0
- - 4lJ_l
6.0 - -
5.0 �.�... f.. _
4.0 -
3.0 -j
m 2.0 -
E
0 1.0 -
d 0.0
-1.0 - -
2.0 -7
I �
-3.0-- -i
-4.0
-5.0
-60
100 10000
Vertical Pressure (PSF)
Sample Description: Sandstone, cla stone
Boring No. B-3 Moisture Content
Depth ft9 —Dry Density c
Swell
Swell Pressure sf
3300 Ames St
FSHMAN GEOSCIENCE
SWELL -CONSOLIDATION TEST
9.6
113
0.0
N/A
Project No. 18-075
Figure No. 3.8
8.0
7.0
6.0
5.0
4.0
3.0
2.0
E
c 1.0
2
d 0.0
E -1.0
cc
U)
-2.0
-3.0
-4.0
-5.0
-6.0
100
10000
Vertical Pressure (PSF)
Sample Description: Sandstone, cla stone
Boring No. B-3 Moisture Content % 15.8
Depth ft 19 Dry Density c 113
Swell % -0.2
Swell Pressure (ost7 N/A
CUSHMAN GEOSCIENCE 3300 Ames St Project No. 18-075
SWELL -CONSOLIDATION TEST (Figure No. 3.9
Appendix A
Important Information about this Report
The data collected by Cushman Geoscience LLC (CG) during this geotechnical exploration was used to
provide geotechnical information and recommendations based on subsurface conditions for the site
evaluated, the potential effects of those conditions on the proposed structure, and recommended
foundation type for the proposed structure. The stratification lines shown on the boring log(s) are
approximate and actual transitions between materials may be more gradual or more rapid than indicated
on the boring log(s). Actual subsurface conditions encountered during construction may differ from the
subsurface conditions presented herein. This uncertainty can not be eliminated due the variable nature of
geologic conditions. Material characteristics and engineering properties of soil and bedrock may vary
between samples and between borings. The actual material characteristics and engineering properties of
the soil or bedrock may differ from interpretations based on sampled soil and bedrock. Quantitative
conclusions prior to construction regarding the geotechnical performance of a structure are not possible
due to the potential variability of subsurface conditions. Engineering judgment and experience are used
to evaluate the most likely geotechnical performance of the structure and provide geotechnical
recommendations for the structure. There are no guaranties or warranties implied or expressed.
The owner and client must understand that uncertainties are associated with geotechnical engineering
and must determine the level of risk they are willing to accept for the proposed construction. The level
of risk can be reduced, but not eliminated by more extensive exploration and sampling of the site and
additional laboratory testing, which would cost more money and take more time. To reduce the level of
uncertainty, the report should only be used by the referenced client for the referenced project and the
construction described in the report unless authorized in writing by CG. CG should be consulted to
review changes to the proposed construction such as the nature, size, configuration, orientation, location
or weight of proposed improvements. Additionally, the practice of geotechnical engineering is
continually developing knowledge and experience, and it must be understood that recommendations are
based on the state of the practice at the location and time the report was prepared. The report should not
be used more than three years after issuance unless reviewed and revised if needed by CG.
The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to
evaluate the expansive potential of soils and bedrock. The expansive potential is categorized as low,
medium, high or very high based on the swell potential. The following table presents the relative
classifications.
Table No. 1 - Risk Categories
Slab Performance Risk
Category
Representative Percent Swell
(500 psf Surcharge)
Representative Percent Swell
(1000 psf Surcharge)
Low
0 to< 3
0 to< 2
Moderate
3 to < 5
2 to < 4
High
5 to < 8
4 to < 6
Very High
8 or greater
6 or greater
Source: Colorado Association of Geotechnical Engineers, "Guideline for Slab Performance Risk
Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area),
December 1996
The slab performance generally associated with the slab performance risk categories are as follows:
Appendix A
Important Information about this Report
Page 2
Low
slab cracking, differential movement and heave
Moderate
slab cracking, differential movement and heave, partial framing void and furnace
plenum closure
High to Very High
large slab cracking, differential movement and heave, closed framing void and
furnace plenum
Note: More or less damage can occur in any risk category due to the variable nature of soil and bedrock.
It is important to note that measured swell or expansion is not the only criteria used in developing
foundation and floor recommendations. Other factors considered in the development of foundation and
floor recommendations are:
a. Soil and bedrock variability,
b. Stratigraphy,
c. Groundwater depth during field activities and potential groundwater depth after construction,
d. Surface water features and site drainage,
e. Post construction landscaping and irrigation conditions,
f. Construction details and proposed use, and
g. Local experience.
Landscaping of the site following construction and owner maintenance will greatly affect the
performance of structures on sites with expansive soil or bedrock. Typically, moisture contents of
subsurface soils and bedrock increase after construction due to surface irrigation and the cut off of
evaporation that occurs when a slab or building is constructed. Poor owner maintenance, such as ground
surfaces sloping towards foundations or slabs and irrigated landscaping adjacent to buildings, will
increase the potential for slab and foundation movement by increasing the potential for moisture content
changes in the subsurface soils. The property owner or buyer, and anyone he or she plans to sell the
house to, must understand the risks associated with construction in areas with expansive soils and must
assume the responsibility for maintenance of the structure and the site. The owner and prospective
purchasers should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," a
special publication (SP43) of the Colorado Geological Survey, which helps homebuyers and homeowner
understand and take measures to reduce the potential for damage due to expansive soils.
APPENDIX B
FOUNDATION DRAIN DETAILS
FRAMED WALL
t't°<' ' =
■
GROUND FLOOR SUPPORT
REINFORCING STEEL NOTE: FLOOR SUPPORT,
t t
FRAMING AND STEEL
FOUNDATIONL ;•
REINFORCING SHOULD
WALL BACKFILL
<' (SEE REPORT FOR -;
BE DESIGNED BY OTHERS
MINIMUM SLOPE
OFGROUND
SURFACE)
UNDERSLAB FILL (SEE REPORT FOR
MOISTURE-COND ITION ING AND
COMPACTION OR GRAVEL SUB -SLAB
DRAIN RECOMMENDATIONS)
:•t•S
BASEMENT FLOOR SUPPORT
(SEE REPORT FOR
FOOTING DESIGN,
REINFORCING AND
CONSTRUCTION
(SEE REPORT FOR BASEMENT FLOOR RECOMMENDATIONS)
RECOMMENDATIONS)
0 0
SLAB -ON -GRADE
<'t'ist
t't 4 1t'i't t'<
n' ' `.;"1: r r} _- •^r "'' r "ff> '.r ^�' rr" r' iti{�" {; r 'rXX TRENCH SHOULD BEAT LEAST INCHES WIDE
AND AT HIGH POINT 12 INCHES BELOW TOP OF
SLAB OR BOTTOM OF GRADE BEAM IF
STRUCTURAL FLOOR IS USED. TRENCH
- -.: ..- .rn,.:. f <. r',�Kr. ..< ,�.,,, .[,f< r_rxt ...+t. _,..,�y ,, [r .r ,..��r� " : Y`','c.'t'..i • 4 7``Y.
TRENCH SHOULD NOT BE DUG a'_' .,.r `. r "' r}tf SHOULD SLOPE DOWNWARD 1/8 INCH OR
!i f rY I
._ BELOW AN IMAGINARY PLANE °''r''f'„•t�' ,'�-',.=r`' .-., v r.•,•-; �F Yr MORE PER FOOT FROM HIGH POINT TO A SUMP
+EXTENDING FROM THE BOTTOM x < ya: < ..
PIT OR OUTFALLTRENCH SHOULD BE FILLED
OF THE FOOTINGATA 45' ANGLE WITH RELATIVELY CLEAN,GRAVEL WITH 100% FROM THE VERTICAL. '3'r�''s`'i'��''�� 'r'•rr`•v ?.rYi ° °s'.fr'rt'
PASSING THE 1 1/2 INCH SIEVE, 10/
OR LESS
W' PASSING THE N0.4 SIEVE AND 3% OR LESS
x'r r v^ :. r r'r r r • r r t r''r r'' °;r^,max �rS j' j:;y PASSING THE NO. 200 SIEVE. GRAVEL SHOULD
BE COVERED WITH NON -WOVEN GEOTEXTILE
` : ,.�::,`;a...?t sr= ; ;,�1 •; ^;t:� f; . ; . ' :�;'<. ,-.' ,�° FABRIC OR ROOFING FELT.
' = PIPE SHOULD BE NOMINAL 4 -INCH DIAMETER
f }r�''�''�{}"'''•'�r'='u '. 's v AND CONSIST OF PERFORATED SCHEDULE 4
OR FLEXIBLE DRAIN TILE.
° � :..�:� "�.•a,�s% r 'r . ';l��r ; {. Y'� r' ysr,y� }.�r Y<}•� rr : .X�..r 'r' Y �}' .
'J''�, s .. . ., . �."''. '.Y . .�3��� ?``j'�Y 7' Y ,, J .✓`,. Y r. y�f..7',?''tY';rt�,
- ^ `
NOT TO SCALE LE ^'r rfrfr�rj�Y 'r^r'YY' TRENCHES IN SILTY SANDS AND
r-r;y�r y�rr rr rriYryri, < r'r; GRAVELS SHOULD BE LINED WITH
NON -WOVEN GEOTEXTILE FABRIC.
Cushman Geoscience INTERIOR DRAIN DETAIL - FOOTING FOUNDATION
No. Ftci. Int.
' {>
FOUNDATION
WALL BACKFILL
(SEE REPORT FOR <
MINIMUM SLOPE
OF GROUND
SURFACE)
L555
(SEE REPORT FOR
FOOTING DESIGN,
REIFORCING AND
CONSTRUCTION
RECOMMENDATIONS)
iY TRENCHES SHOULD BE LINED WITH 10 -MI
` PLASTIC SHEATING THAT IS
< MECHANICALLY ATTACHED TO THE
FOUNDATION WALL AFTER _
WATERPROOFING IS APPLIED.
r<a, -
TRENCH SHOULD BE AT LEAST 8
INCHES WIDE AND AT HIGH POINT 12
INCHES BELOW TOP OF SLAB OR
BOTTOM OF GRADE BEAM IF
STRUCTURAL FLOOR IS USED.
TRENCH SHOULD SLOPE DOWNWARD
118 INCH OR MORE PER FOOT FROM
HIGH POINT TO A SUMP PIT OR
OUTFALL.TRENCH SHOULD BE FILLED
WITH RELATIVELY CLEAN,GRAVEL
WITH 100% PASSING THE 1 1/2 INCH
SIEVE, 10% ORLESS PASSING THE NO.
4 SIEVE AND 3% OR LESS PASSING
THE NO. 200 SIEVE. GRAVEL SHOULD
BE COVERED WITH NON -WOVEN
GEOTEXTILE FABRIC OR ROOFING
FELT.
PIPE SHOULD BE NOMINAL 4 -INCH
DIAMETER AND CONSIST OF
PERFORATED SCHEDULE 40 OR
FLEXIBLE DRAIN TILE.
FRAMED WALL
a ■ 1 GROUND FLOOR SUPPORT
REINFORCING STEEL
NOTE: FLOOR SUPPORT,
FRAMING AND STEEL
REINFORCING SHOULD
BE DESIGNED BY OTHERS
BASEMENT FLOOR SUPPORT
��
(SEE REPORT FOR BASEMENT
FLOOR RECOMMENDATIONS)
SLAB -ON -GRADE
<}{Y
UNDERSLAB FILL (SEE
REPORT FOR MOISTURE -
CONDITIONING AND
COMPACTION OR GRAVEL
SUB -SLAB DRAIN
RECOMMENDATIONS)
TRENCH SHOULD NOT BE DUG
BELOW AN IMAGINARY PLANE
EXTENDING FROM THE BOTTOM
OF THE FOOTING AT A 45° ANGLE
FROM THE VERTICAL.
i NOT TO SCALE I
Cushman Geoscience EXTERIOR DRAIN DETAIL - FOOTING FOUNDATION
No. Ft4. Ext.
APPENDIX B
FOUNDATION DRAIN DETAILS
FRAMED WALL
PIPE SHOULD BE'NOMINAL 4 INCH DIAMETET AND CONSIST OF PERFORATED SCHEDULE
40 OR FLEXIBLE DRAIN TILE.
TRENCHES IN SILTY SANDS AND I,
GRAVELS SHOULD BE LINED WITH
NON -WOVEN GEOTEXTILE FABRIC.
1 NOT TO SCALE F.
Cushman Geoscience INTERIOR DRAIN DETAIL - PIER FOUNDATION Figure No. Pier Int.
■ ■
GROUND FLOOR SUPPORT
REINFORCING STEEL NOTE: FLOOR SUPPORT,
FRAMING AND STEEL
FOUNDATION
REINFORCING SHOULD
WALL BACKFILL
<' (SEE REPORT FOR °.'
BE DESIGNED BY OTHERS
MINIMUM SLOPE ;
OFGROUND
SURFACE)
UNDERSLAB FILL (SEE REPORT FOR
MOISTURE -CONDITIONING AND
COMPACTION OR GRAVEL SUB -SLAB
DRAIN RECOMMENDATIONS)
BASEMENT FLOOR SUPPORT
VOID FORM UNDER
'>
(SEE REPORT FOR BASEMENT FLOOR RECOMMENDATIONS)
GRADE BEAM (SEE
REPORT FOR
/ i
RECOMMENDATIONS
SLAB -ON -GRADE
s:yiygt
'
t- 3 y tiiy y y y 4 R R ,✓: r I-
rrrrr
yy,yyy 'f A E F ?[ VAT N
�T
'
yy.y yy y
TRENCH SHOULD BE AT LEAST 8 INCHES WIDE AND AT
H
(S OR
yry ry rf } -".-.'HIGH POINT 12 INCHES BELOW TOP OF SLAB OR BOTTOM
PIER DESITG
REINFORCING AND
®
Y _' OF GRADE BEAM IF STRUCTURAL FLOOR IS USED.
CONSTRUCTION
`r r'. jt'.-E^`i•' Y':>':' f TRENCH SHOULD SLOPE DOWNWARD 118 INCH OR MORE
{ �J PER FOOT FROM HIGH POINT TO A SUMP PIT OR
rr
{
r OUTFALL.TRENCH SHOULD BE FILLED WITH RELATIVELY
_
'+ CLEAN,GRAVEL WITH 100% PASSING THE 1 112 INCH
SIEVE, 10% ORLESS PASSING THE NO.4 SIEVE AND 3%
,^ t OR LESS PASSING THE NO. 200 SIEVE. GRAVEL SHOULD
COVERED WITH NON -WOVEN GEOTEXTILE FABRIC OR
ROOFING FELT.
PIPE SHOULD BE'NOMINAL 4 INCH DIAMETET AND CONSIST OF PERFORATED SCHEDULE
40 OR FLEXIBLE DRAIN TILE.
TRENCHES IN SILTY SANDS AND I,
GRAVELS SHOULD BE LINED WITH
NON -WOVEN GEOTEXTILE FABRIC.
1 NOT TO SCALE F.
Cushman Geoscience INTERIOR DRAIN DETAIL - PIER FOUNDATION Figure No. Pier Int.
FRAMED WALL
PIPE SHOULD BE NOMINAL 4 -INCH DIAMETER
AND CONSIST OF PERFORATED SCHEDULE
40 OR FLEXIBLE DRAIN TILE.
TRENCHES SHOULD BE LINED WITH 10 -MIL r r'r• 'rrfr <;
PLASTIC SHEATING THAT IS MECHANICALLY f r'>`Jf (SEE RI
y'. PIER
ATTACHED TO THE FOUNDATION WALL AFTER
WATERPROOFING IS APPLIED. r rF.f.. REIFOI
I NOT TO SCALE I
Cushman Geoscience EXTERIOR DRAIN DETAIL - PIER FOUNDATION Figure No. Pier Ext.
■ •
GROUND FLOOR SUPPORT
REINFORCING STEEL
`5, t'<
FOUNDATION `
WALL BACKFILL
(SEE REPORT FOR; `> `
NOTE: FLOOR SUPPORT,
MINIMUM SLOPE ` '' <'°''
FRAMING AND STEEL
'< OF GROUND
SURFACE)
REINFORCING SHOULD
`> `>`y
BE DESIGNED BY OTHERS
-
} } :. . .
'S','S. 6'S'i'G>6'�>C>�:•S' ><><'�
S>t'C
_ Yy>? t:ia• !>4}js! �}{T�};}`a?s `>(T�ye>eT �}is{T�y `>tT�r-TYY
' '- I 1 1 1
BASEMENT FLOOR SUPPORT
sis �T4at
<
(SEE REPORT FOR BASEMENT
VOID FORM UNDER
GRADE BEAM (SEE `>
FLOOR RECOMMENDATIONS)
REPORTFOR
RECOMMENDATIONS)
y y
? t:.<..':..{f': ytir�l1.'11~�'1y
SLAB -ON -GRADE
.P:. .'-.f-./.- ":-'-'. i..•.;i i- .:.,',: i_t: i,'. .t. /. y:. P..[.
ft.
{''rP. �'��;=if°r�
ti1yl1Jiryt;
_#'
'f''...
f
AA
; yl f r=. J. BASE OF EX AV TION
TRENCH SHOULD BEAT LEAST 8 INCHES
- WIDE AND AT HIGH POINT 12 INCHES
'
,.'-,,
'' �'�•�•
.YTry .�.J
`
Y
�•��•
~;� `
y•';f y}1`ti�r�.r}Y�} Y+;.i}•/4.3i'.•"%'�•` �{-•.'y�,'`Y;�S%'.
xx�
BELOW TOP OF SLAB OR BOTTOM
J:
::t�Y ;f,
Jti �,,
UNDERSLAB FILL (SEE r Yfx .
^
GRADE BEAM IF STRUCTURAL FLOOR IS
r r ;r .
y
�r
'r,...[
®
r"
r:=', REPORT FOR MOISTURE-:
` USED. TRENCH SHOULD SLOPE
.
;=' ` 3,77--,
`;1
.,
rrx •":- Y .
s f,
CONDITIONING AND;•'
=rYc'
DOWNWARD 1/8 INCH OR MORE PER
{ fr-. rY f.'rf !
v 'r ,`3Yf�
r-'ff Y COMPACTION OR GRAVEL
FOOT FROM HIGH POINT TO A SUMP PIT
'>
SUB -SLAB DRAIN r
OR OUTFALL.TRENCH SHOULD BE FILLED
° ` '',
RECOMMENDATIONS)
WITH RELATIVELY CLEAN,GRAVEL WITH
t+•ih'<r�?
100% PASSING THE 1 I/2 INCH SIEVE
xPJ`Yx, ,arryrY- y
r•.�=. P:�.S - v' ar P�f.�='i
�t''rr..
THE NO. 4SIEVE
r.
.�,.- .......,.�.
�
'ar;..�
{[.v.:�•.4.`'d;. �r`r:.".y.�
f10%ORLESSPASSING Y`/"f:P�'�rfr`- ;•
AND 3% OR LESS PASSING THE NO 200
f `P' x
ri.,rr�ft
{r`•`
Y
w,.w,y,t,.,'��
SIEVE. GRAVEL SHOULD BE COVERED
1;Yx.1lr`�'�j+4
naf,Y
J f YP,iiYA1lJ. • j{ �; •Y`t:Y';%'�/S'',Y r
WITH NON -WOVEN GEOTEXTILE FABRIC
.- .r..;...
syr . t:
,,rr �.., Y<�r';>•'`t=<
OR ROOFING FELT.
y"iY;� r
PIPE SHOULD BE NOMINAL 4 -INCH DIAMETER
AND CONSIST OF PERFORATED SCHEDULE
40 OR FLEXIBLE DRAIN TILE.
TRENCHES SHOULD BE LINED WITH 10 -MIL r r'r• 'rrfr <;
PLASTIC SHEATING THAT IS MECHANICALLY f r'>`Jf (SEE RI
y'. PIER
ATTACHED TO THE FOUNDATION WALL AFTER
WATERPROOFING IS APPLIED. r rF.f.. REIFOI
I NOT TO SCALE I
Cushman Geoscience EXTERIOR DRAIN DETAIL - PIER FOUNDATION Figure No. Pier Ext.
City of
�
Wh6atIji'd
COMge
MUNITY EVEIAPMENT
PRE -APPLICATION MEETING SUMMARY
Meeting Date: April 12, 2018
Applicant: Jay Feaster, Feaster Realty
Attending Staff: Meredith Reckert, Senior Planner
Zack Wallace Mendez, Planner II
Scott Cutler, Planner I
Dave Brossman, Development Review Engineer
Specific Site Location: Northwest corner of W. 33rd Avenue and Ames Street
Existing Zoning: Residential -Three (R-3)
Existing Comp. Plan: Neighborhood
Existing Site Conditions:
The site is located at the northeast corner of Ames Street and W. 33rd Avenue near the eastern border
of Wheat Ridge. It is currently vacant, with the exception of some gardening boxes. The property is
zoned Residential -Three (R-3), which permits medium to high-density residential development,
ranging from single-family to multi -unit developments. Lots to the north and south (across W. 33'
Avenue) are also zoned R-3. Much of the surrounding neighborhood, including the lots directly across
Ames Street, are zoned Residential -One C (R -1C), which permits small -lot single-family homes. The
senior living facility to the east of the property is zoned Neighborhood Commercial (NC).
The site consists of four parcels: two large, platted lots on Ames Street, and two narrow tracts created
due to a previous alley vacation (split between the Ames Street properties and the senior living
facility). The current property owner recently acquired the eastern portion of the alley, which adds
approximately 1,000 square feet to the overall area. The four parcels total approximately 18,720
square feet (a survey will determine the exact figure).
Under current zoning and ownership conditions, the site can support up to five residential units (1 unit
for every 3,630 square feet of land area).
Applicant/Owner Preliminary Proposal:
The applicant presented two scenarios, both showing two duplexes. The garages are accessed through
a rear alley -style driveway, with one curb cut on W. 33' Avenue. The duplexes would be 2-3 stories.
The applicant notified staff that the east side of the vacated alley was purchased by the current
property owner, increasing the overall developable area.
Will a neighborhood meeting need to be held prior to application submittal?
No neighborhood meetings will be required.
Planning comments:
The following items were discussed based on the applicant's proposal:
Zoning & Use
The Residential -Three (R-3) zone district allows for medium to high-density residential development;
the table below summarizes the standards for each type of allowed residential use.
Minimum lot area
Minimum lot width
Minimum side setback
Single-family 7,500 sf
60'
5'
Duplex 9,000 sf
75'
5' per sto
Multifamily 3+ units) 12,500 sf
1001*
15'
*Individual townhome lots are exempt from the lot size, width, and interior side yard setbacks, so long as the development
parcel for the entire building meets all standards
Corner lots must be at least 80 feet wide on both street frontages. Front setbacks are 25 feet.
Based on the applicant's proposal, existing conditions, subdivision regulations, and the R-3 zone
district standards, staff researched several options the applicant could pursue:
1. No re -platting, 3 units G house. 1 duplex): Use the existing parcels to construct a single-family
home on the northern lot, which is 50 feet wide but is a buildable lot, and a duplex on the
southern lot. A variance for lot width would need to be obtained for the duplex on the southern
lot, which would have to be heard by the Board of Adjustment at a public hearing. A duplex on
the northern lot would require a more significant lot width and lot size variance, which would
increase the number of total variances on this request to three. Staff does not support such a
request unless the lots were re -platted to more closely meet the R-3 requirements, as shown in
option #2.
2. Re -p] at and build 2 duplexes: This approach triggers drainage requirements because it is
considered a new subdivision, so a separate tract for drainage will be required. Both lots would
require lot width variances, which would be processed with the subdivision. Lot size variances
for one or both lots may be required depending on the final lot layout. The application will be
heard by Planning Commission and City Council at public hearings. An advantage of this
option is that it allows two duplexes and would consolidate the vacated alley parcels into a
more manageable and logical lot layout.
3. Re -plat and build 4 townhomes: While not discussed in the meeting, the applicant could re -plat
the site and construct a 4-plex without any variances. Drainage improvements would still be
required, but an advantage to this option is that the application is simplified due to the lack of
variances. It would be the most straightforward application and process in terms of platting.
Then, a site plan would be submitted since a 4-plex is considered multifamily, which includes
an architectural review and compliance with the Architectural and Site Design Manual.
K
Variances are also in place to build a 5-plex if the building faces W. 33rd Avenue as opposed to
Ames Street.
Subdivision
Based on the applicant's preferred proposal (two duplexes with lot width/size variances), a subdivision
would be required to replat the two existing lots and the vacated alley parcels into two duplex lots with
a tract for drainage. Any plat involving variances is considered a major plat, which requires review in
front of Planning Commission and City Council. This review process is described in more detail
below.
Utility Providers
The City of Wheat Ridge is not a full-service city. The utility and service providers for this property
include:
• West Metro Fire Protection District, phone: 303-989-4307
• Wheat Ridge Water District, phone: 303-238-0451
• Wheat Ridge Sanitation District, phone: 303-424-7252
All land use applications will be sent out on referral to these agencies for comment; however, staff
encourages potential applicants to contact service districts ahead of time. This may help to understand
any design or infrastructure requirements and potential costs associated with the proposed project.
Required Fees
Subdivision fees (major subdivisions) are $1,000 + $100/duplex lot + $225 publication/public notice
fee. A Variance request adds $300 to the total fee (total, not per variance). This will result in a $1,725
fee, paid at time of application.
Fees will vary if the applicant chooses other options presented in meeting and notes above.
Fees -in -lieu of parkland dedication in the amount of $2,497.29 are required for each new housing unit
constructed in the City of Wheat Ridge. The parks fees must be paid at the time the approved plat is
submitted for recording. A Subdivision Improvement Agreement with security will be required at that
time, as well.
Building permits are based on project value and include plan review fees and use tax.
Building Division comments:
No one was present from the Building Division at the meeting.
New construction will require building permits, and the issuance of a Certificate of Occupancy upon
completion of the project, and only after passing all of the required inspections.
The City has adopted and currently enforces the 2012 Edition of the International Codes and the 2014
Edition of the National Electric Code. The City uses the ANSI 117.1-2009 Standard in determining
requirements related to accessibility.
Public Works comments:
The following items were discussed based on the applicant's proposal.
Drainage
New developments that increase the amount of impervious area of the site by 3,000 to 10,000 square
feet are not subject to flood detention requirements, but must address 100% of the water quality
capture volume. A detailed Drainage Letter, signed and sealed by a Professional Engineer licensed in
the State of Colorado, is required for minor new developments. Please refer to the attached Public
Works notes for more information.
Any site that increases the amount of impervious area by over 10,000 square feet is considered a major
new development and is subject to far more stringent flood control standards, including full
stormwater flood attenuation detention incorporating water quality measures.
Public Improvements
The existing sidewalks on Ames Street and W 33rd Avenue are substandard; both streets require 5'
attached sidewalks with 6" vertical curbing. Public Works suggested a bulb -out on the corner, which
will allow ramps to be constructed and narrow the streets creating protected on -street parking and
shorter pedestrian crossing distances. Refer to the attached aerial view for the diagram. There is
sufficient right-of-way in place and no dedication will be required on the plat.
Review Processes:
The preferred proposal will require a major subdivision with variances.
Subdivision Review
A formal application may be submitted now that the pre -application meeting is complete. Applications
must be submitted by appointment with a planner. Incomplete applications will not be accepted. Refer
to the City's webpage for the application checklist: http://www.ci.wheatridge.co.us/400/Subdivisions.
Upon submittal of a complete application, the case manager will review the application, send it out on
referral to outside service agencies (Xcel Energy, water district, fire district, etc.) and other City
agencies (Public Works, Economic Development, etc.) for review. The referral period is 15 days,
during which time the referral agencies and departments may submit comments on the application.
These comments, as well as those from the case manager, will be forwarded to the applicant.
Modifications to the subdivision plat may be required as a result of these comments. The applicant
must address comments and resubmit relevant documents. This process may need to occur several
times.
Once all comments have been addressed to the case manager's satisfaction, a public hearing before
Planning Commission will be scheduled. Planning Commission will make a recommendation of
approval, approval with conditions, or denial. This recommendation will be forwarded to City Council
for final action. Each public hearing requires a mandated posting period, during which time the
property will be posted with a sign, notice will be posted in the Wheat Ridge Transcript, and letters
will be sent out to all property owners within 300 feet of the property.
Once approved, a blackline mylar copy of the plat must be submitted to the City of Wheat Ridge in
order to be recorded with Jefferson County Clerk and Recorder.
The plat must be approved and recorded prior to the issuance of any building permits.
4
Attachments: Subdivision Checklist, Public Works notes and aerial
Note: Please be aware that the above comments are for general information purposes only. Staff
cannot predict the outcome of any land use development application. A favorable response from staff
does not obligate any decision-making body (Community Development Director, Public Works
Director, Planning Commission and/or City Council) to a desired outcome. Staff will provide the best
advice available given existing regulations, current policy, political climate and information submitted.
Phone Numbers
Lauren Mikulak — Planning Manager
303-235-2845
Meredith Reckert — Senior Planner
303-235-2848
Zack Wallace Mendez — Planner II
303-235-2852
Scott Cutler — Planner I
303-235-2849
Dave Brossman — Development Review Engineer
303-235-2864
Mark Westberg — Projects Supervisor
303-235-2863
Jordan Jefferies — Civil Engineer
303-235-2868
Steve Art — Economic Development Manager
303-235-2806
Randy Slusser — Chief Building Official
303-235-2803
5
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