HomeMy WebLinkAboutWS-98-017500 West 29th Avenue
Wheat Ridge, Colorado 80033
Telephone 303/ 237 -6944
FAX 303/234 -5924
March 25, 1998
Jim Turgeon
Customcraft Homes, Inc.
2110 Rockcress Way
Golden, Colorado 80401
Dear Jim:
Of
Ridge
The City's Department of Public Works has brought to my attention an item which needs resolution in
regards to your application for subdivision approval. There is an existing piece of right -of -way on the
eastern boundary of Lot 2 which must be vacated. Since there is no provision in our Subdivision
Regulations to do this by plat, it must be done by ordinance. The right -of -way vacation can be processed
simultaneously with the subdivision application, but I will need an exhibit prepared with a legal description
of the parcel to be vacated. This exhibit should be prepared by your surveyor with his signature and seal.
If your surveyor has questions regarding this document, he should contact John McGuire, City Surveyor, at
235 -2858.
One other item I overlooked when writing my March 13, 1998, letter was the width of the access easement
across Lot 1 for Lot 2. Pursuant to Section 26 -30(N) Of the Wheat Ridge code of Laws, residential private
drives are allowed but must be within easements no less than 25' in width. Therefore, the access easement
on Lot 1 must be increased in size from 17' to 25
.
If you have questions, do not hesitate to contact me at 235 -2848.
Sincerely,
Meredith Reckert
Senior Planner
cc: Case No. WS -98 -1
Herb Fightmaster
Lynn Fightmaster
Lane Engineering
7500 West 29th Avenue The City of
Wheat Ridge, Colorado 80033 Wheat
Telephone 303/ 237-6944
FAX 303/234-5924
March 13, 1998
Jim Turgeon
Customcraft Homes, Inc.
2110 Rockcress Way
Golden, Colorado 80401
Dear Jim:
Ridge
This letter is in regard to your request for approval of a combined preliminary and
final plat for property located at 11681 W. 44th Avenue and 11680 W. 46th
Avenue. I have reviewed your submittal and have concluded that the following
needs to be added to the plat face or addressed otherwise.
1. Case history with the following case numbers : WZ-80-28, WS-96-2, WS-
98-1
2. Zoning on the property
3. Adjacent zoning
4. Adjoining plats
5. Signature blocks for lien holders releasing areas dedicated for public use
6. Signature block for the ditch company and appropriate easements
7. Detention easements with appropriate reservation language
8. Please correct the spelling of Zelma Fightmaster's name in the signature
block
9. Street centerlines
10. Property addresses
11. Preliminary plat information on a separate sheet
Attached are copies of referrals received from other City departments and outside
agencies. Of particular concern are the comments from the City's Public Works
Department relative to drainage and property deeds.
An additional item which needs to be addressed is the requirement by the City
Council for a site plan for review. This site plan will eventually be recorded with
the Jefferson County clerk and Recorder's Office as an official development plan
within the City. This site plan should contain the following minimum information
for all lots:
I . Existing and proposed streets with proposed public improvements
including curb cuts and driveways
2. Building envelopes, parking areas and driveways and areas to be
landscaped
3. Site data table including total property, building coverage, landscaped
coverage and hard surfaced coverage. These coverages need to be shown
in square footage and percent of the total. It may be smart to look at the
north and south halves separately and create a site data table for each.
At the time of this writing, I have not yet scheduled this case public hearing in
front of Planning Commission. Please resubmit changes and missing documents
so that we can proceed with our review.
If you have any questions, do not hesitate to contact me at 235-2848.
Sincerely,
Meredith Reckert
Senior Planner ,
MEMORANDiM
11 Approved Date
DEPARThffHTOFMBUC WORKS
TO: Greg Knudson
FROM: John McGuire
DATE: March 6, 1998
SUBJECT: Fightmaster Subdivision application
In reviewing the deeds that were submitted with the application I noticed that the legal
descriptions for three of the listed owners that were attached to the quit claim deeds reference the wrong
section. They are shown as being in section 10 and should be in section 20. We should notify the applicants
of this error as soon as possible.
Also, the County records show that there are 7 separate parcels and one is being shown as
owned by Port Orchard..., and was filed in 1996. They are not listed as owners nor was there any
documentation showing that they had deeded anything away. I have included a copy of this area from the
Assessors map showing the current situation. We would like to see deeds for parcels 13-b,13-c,13-d,13-1
and 13-k in order to verify ownership. There should also be some reference to a title commitment shown on
the plat.
We are continuing to review the actual platting document, but I feel these issues need to be
discussed and resolved before we can go much further with the review process.
7500 West 29th Avenue The City of
Wheat Ridge, Colorado 80033 Wheat
Telephone 303/ 237-6944 Ridge
February 24, 1998
The Wheat Ridge Department of Community Development has received a request for approval of a nine lot combined
preliminary and final subdivision plat the property described below. Your response to the following questions and any comments
on this proposal would be appreciated by March 13, 1998. No response from you by this date will constitute no objections or
concerns regarding this proposal.
CASE NO: WS-98- I/Turgeon-Fightm aster
LOCATION: 11681 W. 44th Avenue; 11600 W. 46th Avenue
REQUESTED ACTION: Approval of a nine lot combined preliminary and final subdivision plat on Residential-Three zoned
property.
PURPOSE: Subdivision of property and construction of 16 townhome type unit on Lots 4, 5, 8 and 9.
APPROXIMATE AREA: 5 acres.
1. Are public facilities or services provided by your agency adequate to serve this development?
YES NO. If "NO", please explain below.
2. Are service lines available to the development?
YES- NO. If "NO", please explain below.
3. Do you have adequate capacities to service the development?
YES NO. If "NO", please explain below.
4. Can and will your agency service this proposed development subject to your rules and regulations?
YES NO. If "NO", please explain below.
5. Are there any concerns or problems you agency has identified which would or should affect approval of this request?
Please reply to: Meredith Reckert
Department of Planning & Development
DISTRIBUTION:
X
Water District (Valley)
X
Sanitation District (Fruitdale)
X
Fire District (Arvada)
Adjacent City
X
Public Service Co.
X
US West Communications
State Lane Use Commission
State Geological Survey
Colorado Dept. Of Transportation
Colorado Div. Of Wildlife
Jeffco Health Department
Jeffco Schools
X Jeffco Commissioners
X TCI of Colorado
X WHEAT RIDGE Post Office
X WHEAT RIDGE Police Department
X WHEAT RIDGE Public Works Dept.
X WHEAT RIDGE Park & Rec Commission
X WHEAT RIDGE Forestry Division
X WHEAT RIDGE Building Division
City of Wheat Ridge
Planning and Development Department
Memorandum
TO: Greg Knudson, John McGuire, Steve Nguyen
FROM: Meredith Reckert
SUBJECT: Case No. WS-98-1
DATE: February 3, 1999
Please find attached two copies the drainage plan and report for property located at 11600 West
46th Avenue and 11681 West 46th Avenue. Please forgive me for my tardiness in distributing.
The drainage reports are submitted pursuant to Case No. WS-98-1 which has substantial history
behind.
The request was originally submitted as Case No. WS-96-2 as an application for approval of a
six lot subdivision of property located on 2.5 acres of land at 11600 W. 46`h Avenue. The R-3
zoning was already in place and permits had been issued for two fourplexes on the north side of
the property which were completed last year. The subdivision and street dedication were
required to allow for four additional buildings.
The case was approved by Planning Commission but was continued indefinitely by City Council
so the applicant could comply with a zoning condition placed on the property in 1980. The
applicant submitted a new application (Case No. WS-98-1) for approval of a platting of the entire
five acres (both the 46`h Avenue property and the 44`h Avenue property) pursuant to City Council
direction.
With 1998 submittal, the owners of the north portion (Jim and Dan Turgeon) are requesting four
additional building lots, but the property on the south (Fightmaster) is platted to reflect the three
existing residences with no additional building proposed.
Other documents in file which were submitted previously are a traffic impact statement and
drainage report for the north half.
MEMORANDUM
I Approved Date
®EPARTB IENT OF PUBLIC WORKS
TO: Greg Knudson
FROM: John McGuire P. L. S.
DATE: Monday, February 22,1999
SUBJECT: Fightmaster Subdivision
I have contacted Steve Lister of Lane Engineering regarding this plat and am awaiting a reply from him.
The last review was done March 12t' 1998 and comments were sent to Mr. Lister. Please keep me informed of
any future submitted plats for our review.
Cc: Meredith Reckert
File
6, 1998, be added under the Public Hearing portion of the agenda for the purpose of
continuing to August 20, 1998.
It was moved by Commissioner SNOW and seconded by Commissioner COLLINS to
approve the agenda with the requested amendments. The motion carried by a vote of 8-0.
5. APPROVAL OF MINUTES
The minutes of the July 16, 1998 Wheat Ridge Planning Commission were presented for
approval.
It was moved by Commissioner SNOW and seconded by Commissioner SHOCKLEY that
the minutes be approved as presented. The motion carried by a vote of 8-0.
6. PUBLIC FORUM
There was no one signed up to speak before the Commission.
7. PUBLIC HEARING
A. Case No. MS-98-03: An application by Alec Garbini, CM2 Management, for Saulsbury
Properties, LLC for approval of a minor subdivision of four lots for residential apartments
and duplexes. Said property is zoned R-2 and R-3 and located at 3195 Saulsbury Street.
Meredith Reckert explained that this case had proceeded to City Council to be heard during
their August 24, 1998, Council meeting.
Chair THOMPSON announced that a public hearing would not be held at this time.
B. Case No. WS-98-01: An application by Lynn and Nancy Fightmaster for approval of a
nine-lot combined preliminary and final subdivision plat on Residential-Three zoned
property located at 11681 West 44th Avenue and 11680 West 46th Avenue. Street.
Due to insufficient information from the applicant, it was staff s recommendation that the
Planning Commission continue this case to an indefinite date.
Chair THOMPSON announced that a public hearing would not be held at this time.
C. Case No. WZ-98-13: An application by The Chesrown Automotive Group for approval of
a Planned Commercial Development amended Outline Development Plan and a Planned
Commercial Development combined Preliminary and Final Development Plan. Said
property is zoned PCD and located at 3601 Wadsworth Boulevard.
Planning Commission Page 2
08/06/98
I "e City o
7500 WEST 29TH AVENUE WHEAT RIDGE, COLORADO 80215 Wheat
9Ridge
July 31, 1998
Dear Property Owner:
This is to inform you that Case No. WS-98-01 a request for approval of a nine lot subdivision
and site plan review for the purpose of constructing 16 townhome type units. The property is
located at 11680 W. 46" Avenue and will NOT be heard by the Wheat Ridge Planning
Commission on August 6, 1998, at 7:30 p.m.
We apologize for any inconvenience this may have caused you. When this case is rescheduled
for public hearing, a notice of hearing will be mailed to you.
If you have any questions or desire to review any plans, please contact the Planning Division at
235-2846. Thank you.
Planning Division.
C:\Barbara\PCRPTS\PLANGCOWPUBHRG\ws9801 mtgcmce1.wpd
(303) 234-5900 • ADMINISTRATION FAX: 234-5924 POLICE DEPARTMENT FAX: 235-2949
NOTICE OF PUBLIC HEARING
Notice is hereby given that a Public Hearing is to be held before the City of Wheat Ridge
PLANNING COMMISSION on August 6,1998, at 7:30 p.m. at 7500 West 29th Avenue,
Wheat Ridge, Colorado. All interested citizens are invited to speak at the Public Hearing or
submit written comments. The following petitions shall be heard:
Case No. WS-98-01: An application submitted by Jim Turgeon for approval of a nine lot
subdivision and site plan review for the purpose of constructing 16 townhome type units
on Lots 4, 5, 8 and 9. Said property is zoned R-3 and located at 11680 West 46`b Avenue
and 11661 West 44`b Avenue and legally described as follows:
Being a portion of Lot 14, lee's Subdivision, County of Jefferson, State of Colorado,
more particularly described as follows:
Beginning at the northwest corner of the east half of Lot 14, marked by a pin with an
illegible cap; thence east along the north line of said Lot 14 a distance of 155.37 feet to a
point from whence the northeast corner of said Lot 14, marked by a Y2 inch galvanized
pipe, is a distance of 175.64 feet; thence on an angle to the right of 90 degrees 18 minutes
05 seconds, a distance of 328.94 feet; thence on an angle to the right of 89 degrees 41
minutes 07 seconds, a distance of 155.49 feet to the intersection with the west line of the
east half of Lot 14; thence on an angle to the right of 90 degrees 20 minutes 11 seconds
and along said west line, a distance of 328.98 feet to the point of beginning.
Barbara Delgadillo, Recording Secretary
ATTEST:
Wanda Sang, City Clerk
To be Published: Wheat Ridge Transcript
Date: July 17, 1998
C:\Barbua\PCRPTS\PLANGCOM\PUBHRG\8-06publicalion.wpd
-11, e City of
7500 WEST 29TH AVENUE WHEAT RIDGE, COLORADO 80215 Wheat
9Ridge
July 14, 1998
Dear Property Owner:
This is to inform you that Case No. WS-98-01 a request for approval of a nine lot subdivision
and site plan review for the purpose of constructing 16 townhome type units. The property is
located at 11680 W. 46`h Avenue and will be heard by the Wheat Ridge Planning Commission
in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue. The meeting
will be held on August 6, 1998, at 7:30 p.m.
All owners and/or their legal counsel of the parcel under consideration must be present at this
hearing before the Planning Commission. As an area resident or interested parry, you have the
right to attend this Public Hearing and/or submit written comments. "If you are an adjacent
property owner, you have the right to file a legal protest against the application which
would require a 3/4th majority vote of City Council to approve the request." It shall be the
applicant's responsibility to notify any other persons whose presence is desired at this hearing.
If you have any questions or desire to review any plans, please contact the Planning Division at
235-2846. Thank you.
Planning Division.
C:\Barbara\PCRPTS\PLANGCOM\PUBHRG\ws9801 cert#2.wpd
(303) 234-5900 • ADMINISTRATION FAX: 234-5924 POLICE DEPARTMENT FAX: 235-2949
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7500 West 29th Avenue The City of
Wheat Ridge, Colorado 80033 Wheat
Telephone 303/ 237-6944 Ridge
FAX 303/234-5924
March 25, 1998
Jim Turgeon
Customcraft Homes, Inc.
2110 Rockcress Way
Golden, Colorado 80401
Dear Jim:
The City's Department of Public Works has brought to my attention an item which needs resolution in
regards to your application for subdivision approval. There is an existing piece of right-of-way on the
eastern boundary of Lot 2 which must be vacated. Since there is no provision in our Subdivision
Regulations to do this by plat, it must be done by ordinance. The right-of-way vacation can be processed
simultaneously with the subdivision application, but I will need an exhibit prepared with a legal description
of the parcel to be vacated. This exhibit should be prepared by your surveyor with his signature and seal.
If your surveyor has questions regarding this document, he should contact John McGuire, City Surveyor, at
235-2858.
One other item I overlooked when writing my March 13, 1998, letter was the width of the access easement
across Lot 1 for Lot 2. Pursuant to Section 26-30(I) Of the Wheat Ridge code of Laws, residential private
drives are allowed but must be within easements no less than 25' in width. Therefore, the access easement
on Lot 1 must be increased in size from 17' to 25'.
If you have questions, do not hesitate to contact me at 235-2848.
Sincerely,
Meredith Reckert
Senior Planner
cc: Case No. WS-98-1
Herb Fightmaster
Lynn Fightmaster
Lane Engineering
The City of
7500 WEST 29TH AVENUE
~
WHEAT RIDGE, CO 80215-6713
WHEAT
(303) 234-5900
W
he at
City Admin. Fax u 234-5924
Police Dept. Fax 4 235-2949 Ridge
March 18, 1998
Mr. Steve Lister, L.S.
Lane Engineering Service, Inc.
9500 West 14`h Avenue
Lakewood, Colorado 80215
Re: Fightmaster Subdivision, West 46'h Avenue & Simms Court - First Review Comments of
Subdivision Plat
Dear Mr. Lister,
The first review of the above referenced document for the Fightmaster Subdivision received on
February 24, 1998 has been reviewed with the following comments noted:
1. Closure is within tolerance (please address typos in bearing in the legal description).
2. The wrong section number is shown in the legal description.
3. The deeds provided are in the wrong section, and do not match the assessors information..
4. Please show adjoiners to the north and west (Moore-Rowe/Davisher).
5. Please provide language for access easement to Lot 2.
6. The east pin shown on West 44" Avenue is a recovered 1" pin in a City range box.
7. The area shown along the West 44`h Avenue frontage as an easement should be dedicated as
right-of-way.
8. Because of discrepancies in deeds, we recommend a reference to title commitment shown on
the plat.
9. The prorated distance to the 16'h corner and the location of the pin referenced on the plat are
substantially different. If the pin is going to be accepted as the 16" corner, it should be
upgraded.
PFCYCLLD PAPER
Mr. Steve Lister, L.S.
Lane Eng.
Page 2
10. The City will require total right-of-way widths and center line for all streets to be shown.
Please address any questions you may have regarding this list of comments to Mr. John
McGuire, L. S. at 235-2868.
PLEASRRETURN RED-LINED COMMENTS WITH THE SECOND SUBMITTAL.
SEe
dson, M.P.A.
G
Development Review Engineer
cc: Dave Kotecki, Sr. Project Engineer
John McGuire, City Surveyor
Meredith Reckert, Sr. Planner
File
7500 West 29th Avenue The City of
Wheat Ridge, Colorado 80033 Wheat
Telephone 303/ 237-6944
FAX 303/234-5924
March 13, 1998
Jim Turgeon
Customcraft Homes, Inc.
2110 Rockcress Way
Golden, Colorado 80401
Dear Jim:
Ridge
This letter is in regard to your request for approval of a combined preliminary and
final plat for property located at 11681 W. 44th Avenue and 11680 W. 46th
Avenue. I have reviewed your submittal and have concluded that the following
needs to be added to the plat face or addressed otherwise.
1. Case history with the following case numbers : WZ-80-28, WS-96-2, WS-
98-1
2. Zoning on the property
3. Adjacent zoning
4. Adjoining plats
5. Signature blocks for lien holders releasing areas dedicated for public use
6. Signature block for the ditch company and appropriate easements
7. Detention easements with appropriate reservation language
8. Please correct the spelling of Zelma Fightmaster's name in the signature
block
9. Street centerlines
10. Property addresses
11. Preliminary plat information on a separate sheet
Attached are copies of referrals received from other City departments and outside
agencies. Of particular concern are the comments from the City's Public Works
Department relative to drainage and property deeds.
An additional item which needs to be addressed is the requirement by the City
Council for a site plan for review. This site plan will eventually be recorded with
the Jefferson County clerk and Recorder's Office as an official development plan
within the City. This site plan should contain the following minimum information
for all lots:
1. Existing and proposed streets with proposed public improvements
including curb cuts and driveways
2. Building envelopes, parking areas and driveways and areas to be
landscaped
3. Site data table including total property, building coverage, landscaped
coverage and hard surfaced coverage. These coverages need to be shown
in square footage and percent of the total. It may be smart to look at the
north and south halves separately and create a site data table for each.
At the time of this writing, I have not yet scheduled this case public hearing in
front of Planning Commission. Please resubmit changes and missing documents
so that we can proceed with our review.
If you have any questions, do not hesitate to contact me at 235-2848.
Sincerely,
Meredith Reckert
Senior Planner
MEMORANDUM
I Approved Date
DEPARTMENT OF RMUC WORKS
TO: Meredith Reckert, Senior Planner
FROM: Greg Knudson, Development Review Engineer
DATE: March 9, 1998
SUBJECT: WS-98-1, Quit Claim Deeds for Fightmaster/Turgeon Subdivision Application
Attached is the memorandum dated March 6, 1998 from John McGuire which details review comments
that need to be addressed regarding the attached quit claim deeds submitted to this department on March
4, 1998.
Also, please be advised that the first submittal of the platting document for this property was received on
March 3, 1998, and is currently being reviewed.. Subsequent comments will be copied to you in writing.
If you have any questions, please do not hesitate to contact me.
cc: Dave Kotecki, Sr. Project Engineer
John McGuire, City Surveyor
File
t
DHPARDS"OFI
TO:
FROM:
MEMORANDUM
Approved Date
Greg Knudson
John McGuire
DATE: March 6, 1998
SUBJECT: Fightmaster Subdivision application
In reviewing the deeds that were submitted with the application I noticed that the legal
descriptions for three of the listed owners that were attached to the quit claim deeds reference the wrong
section. They are shown as being in section 10 and should be in section 20. We should notify the applicants
of this error as soon as possible.
Also, the County records show that there are 7 separate parcels and one is being shown as
owned by Port Orchard..., and was filed in 1996. They are not listed as owners nor was there any
documentation showing that they had deeded anything away. I have included a copy of this area from the
Assessors map showing the current situation. We would like to see deeds for parcels 13-b,13-c,13-d,13-1
and 13-k in order to verify ownership. There should also be some reference to a title commitment shown on
the plat.
We are continuing to review the actual platting document, but I feel these issues need to be
discussed and resolved before we can go much further with the review process.
MEMORANDUM
Approved Date
DRPARTM@Pf OFKMUC WORKS
TO: Meredith Reckert, Senior Planner
FROM: Greg Knudson, Development Review Engineer
DATE: March 9, 1998
SUBJECT: 11681 W.44th Avenue;11600 W.46th Avenue - 9 Lot Combined
Preliminary & Final Subdivision Plat/Turgeon-Fightmaster
WS-98-1
The Public Works Department has reviewed the Planning Department
referral dated February 24, 1998 for the above referenced site, and has
the following comments:
1. We will need a final drainage report to reflect the proposed
drainage/grading improvements for Lots 4, 5, 8 and 9. This report
will be an amendment to the final drainage report prepared for Lots
6 and 7. Based upon the project description information provided
that lots 1,2 and 3 to the south (Fightmaster) are to remain
unchanged, the requested report will not need to analyze this area
in detail. The report will need to acknowledge this area and confirm
that there will be no adverse impact created to this, or other
surrounding properties.
2. We will need engineered construction plans for the completion of
public improvements on Simms Court. Construction plans were
previously submitted for these improvements. If this design is to
remain the same, these plans can be resubmitted for review and
approval.
3. We will need a completed Dumping/Landfill Permit. In conjunction
with the requirements of this permit, an erosion control plan will
need to be submitted for review and approval.
4. An acceptable form of guarantee (letter of credit, escrow or
cashiers check) will need to be submitted for the value of (as
determined by the cost estimate prepared by the project's
consultant engineer) those public improvements required to be
constructed per item 2 above.
5. The proposed subdivision plat has been forwarded to John McGuire for
review. Subsequent comments will be forwarded in writing to Lane
Engineering for revision.
6. The quit claim deeds submitted to this department on March 4, 1998
for this property have been reviewed by John McGuire, with comments
detailed in the memorandum dated March 6, 1998,(See attached).
cc: Alan White, Planning & Development Director
Dave Kotecki, Sr. Project Engineer
Steve Nguyen, Traffic Engineer
John McGuire, City Surveyor
File
CONTACT NUMBER: 1
DATE: 3312, 1998
SUBDIVISION NAME:
ENGINEER: NAME: Steve Lister
PHONE: (303) 233-4042 FAX: 3( 03)
CITY REPRESENTATIVE: JOHN MCGUIRE
REMARKS:
1: Closure is well within tolerance (please address typos in Bearings
in written legal).
2: Wrong section number in legal.
3: The deeds provided were in the wrong section and do not match
assessors information.
4: Show adiioners to north and west (Moore-Rowe/ Davisher)
5: Provide language for access easement to Lot 2
6: East Pin shown on 44`h Ave is a recovered 1"pin in a City range box
7: The area along 44th shown as easement should be dedicated as R 0 W
8: Because of discrepancies in deeds we recommend a reference to title
commitment shown on the plat.
9: The prorated distance to the 16th corner and the location of the pin
referenced on the plat are substantially different If the pin is
doing to be accepted as the 16th corner it should be upgraded
10: We require that total right of way widths and center line for all
streets be shown.
ENGINEER REPRESENTATIVE:
REMARKS:
How contact made
REPRESENTATIVE:
Callback 1 Date:
Callback 2 Date`.
Callback 3 Date:
person phone letter fax
City:
Engineer:
Remark:
Remark:
Remark:
Arvada Fire Protection District
FIRE MARSHALS' OFFICE
P. 0. Box 3-D
ARVADA, COLORADO 80001
Telephone (303) 425-0850 - FAX (303) 422-4569
March 3, 1998
Ms. Meredith Reckert
Department of Community Development
City of Wheat Ridge
7500 W. 29th Ave.
Wheat Ridge, CO 80033
RE: Turgeon-Fightmaster
11681 W. 44th Ave, 11600 W. 46th Ave.
Dear Meredith,
We have reviewed the site plan for this location and have the
following comments.
1. Fire protection is provided to this site by Station 2, 12195
W. 52nd Ave and Station 6, 6503 Simms St.
2. All weather fire dept access roadways, minimum of 20 feet of
unobstructed width, capable of supporting the imposed loads
of 46,000 lbs will need to be provided prior to above grade
construction.
UFC 91 10.203, 10.204(a).
3. The proposed access will be provided with a cul-de-sac as a
turnaround. A temporary or permanent turnaround will need to
be provided prior to above grade construction.
UFC 91 10.203(c).
4. The water line and fire hydrant proposed at the end of the
cul-de-sac will need to be installed, operational and
capable of providing the minimum required fire flows prior
to above grade construction.
UFC 91 10.401, 10.403.
5. Street signs temporary or permanent need to be installed
prior to above grade construction.
UFC 91 10.301(b).
Page Two
Sincerely,
Arvada Fire Protection District
eve S e' leder
Deputy Fire Marshal
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
Telephone 303/ 237-6944
February 24, 1998
Ridge
The Wheat Ridge Department of Community Development has received a request for approval of a nine lot combined
preliminary and final subdivision plat the property described below. Your response to the following questions and any comments
on this proposal would be appreciated by March 13, 1998. No response from you by this date will constitute no objections or
concerns regarding this proposal.
CASE NO: WS-98-1/Turgeon-Fightmaster
LOCATION: 11681 W. 44th Avenue; 11600 W. 46th Avenue
REQUESTED ACTION: Approval of a nine lot combined preliminary and final subdivision plat on Residential-Three zoned
property.
PURPOSE: Subdivision of property and construction of 16 townhome type unit on Lots 4, 5, 8 and 9.
APPROXIMATE AREA: 5 acres.
1. Are public facilities or services provided by your agency adequate to serve this development?
YES- NO. If "NO", please explain below.
2. Are service lines available to the development?
YES NO. If "NO", please explain below.
3. Do you have adequate capacities to service the development?
YES NO. If "NO", please explain below.
4. Can and will your agency service this proposed development subject to your rules and regulations?
YES, NO If "NO", please explain below. /
5. Are there any concerns or problems you agency has identified which would or should affect approval of this request? I`-'
Please reply to: Meredith Reckert
Department of Planning & Development
DISTRIBUTION:
X
Water District (Valley)
X
Sanitation District (Fruitdale)
X
Fire District (Arvada)
Adjacent City
X
Public Service Co.
X
US West Communications
State Lane Use Commission
- State Geological Survey
Colorado Dept. Of Transportation
Colorado Div. Of Wildlife
Jeffco Health Department
Jeffco Schools
X Jeffco Commissioners
X TCI of Colorado
X
WHEAT RIDGE Post Office
=3~
WHEAT RIDGE Police Department
X
WHEAT RIDGE Public Works Dept.
X
WHEAT RIDGE Park & Rec Commission
X
WHEAT RIDGE Forestry Division
X
WHEAT RIDGE Building Division
The Cary of
Wheat
03103798 15:44 $ Jeffco Com sieve
Board of County Commissioners
Michelle Lawrence
District No.1
Patricia B. Holloway
District No. 2
John P. Stone
District No. 3
March 3, 1998
Ms. Meredith Reckert
City of Wheat Ridge
Department of Planning & Development
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
RE: WS-98-1/Turgeon-Fightmaster
Dear Ms. Reckert:
Please be advised that Jefferson County's Planning and Zoning Department has reviewed the referral
materials for the proposed Fightmaster Subdivision. The subject property is located approximately one-
half mile east from the closest unincorporated portion of the county. Public facilities and/or services to
serve the referenced property will not be provided by Jefferson County. As such, the county does not
have concern with the proposed project.
Thank you for the opportunity to review and comment on this land use request. If J can be of any further
assistance, please contact me at (303) 271-9711.
Sincerely,
~
Robert Narracci, Planner
RJN/rjn
cc: file
100 Jefferson CoOnty Parkway, Golden, Colorado 80410
(303) 271-6511
Q1001
VALLEY WATER DISTRICTfv ~j
P.O. WHEAT RIDGE, WEST 52ND AVENUE
COLORADO 0034 T~ ~3®
TELEPHONE 424-9661
FAX 424-0828 - ~i p 19ga
March 2, 1998
Meredith Reckert
City of Wheat Ridge
7500 W. 29th Avenue
Wheat Ridge, CO 80033
Dear Meredith:
In reference to Case No. WZ-98-1, Turgeon/Fightmaster, Valley Water
District has reviewed and offers the following comments:
1. Additional water main lines and fire hydrants would be needed
to serve the property and to meet A.F.P.D. requirements at owner's
expense.
2. Additional water service lines and water taps would be required
per each building structure at owner's expense.
3. Owner of property would need to provide easements as necessary
to Valley Water District to serve property.
If you have any additional questions, please call me at 424-9661.
Sincerely,
fp~+~/~- G~'vyurc.tf'
Robert Arnold
District Manager
SOLAR
CUSTOMCRAFT HOMES, INC.
2110 Rockcress Way • Golden, CO 80401 • (303) 526-1355/279-8049
February 24, 1998
Meredith Reckert
Tne City of Wheat Ridge
7500 West 29' Avenue
Wheat Ridge, CO 80215-6713
Dear Meredith:
This letter is in reply to your letter dated February 17, 1998.
You are hereby notified that we are withdrawing the original Case No. WS-96-2. Contingent upon the new
application being accepted for the new case. Also, based on the fact that the City Council never heard our
original case the application fee should be transferred to the new case.
Please consider that we are following the City Council stipulation in these matters. Thus, we are complying
with their requirements.
Sincerely,
James R. Turgeon
President
cc: Holme Roberts & Owen LLP
7500 West 29th Avenue The City of
Wheat Ridge, Colorado 80033 Wheat
Telephone. 303/ 237-6944 Ridge
FER
February 24, 1998
The Wheat Ridge Department of Community Development has received a request for approval of a nine lot combined
preliminary and final subdivision plat the property described below. Your response to the following questions and any comments
on this proposal would be appreciated by March 13, 1998. No response from you by this date will constitute no objections or
concerns regarding this proposal.
CASE NO: WS-98- I /Turgeon-Fightmaster
LOCATION: 11681 W. 44th Avenue; 11600 W. 46th Avenue
REQUESTED ACTION: Approval of a nine lot combined preliminary and final subdivision plat on Residential-Three zoned
property.
PURPOSE: Subdivision of property and construction of 16 townhome type unit on Lots 4, 5, 8 and 9.
APPROXIMATE AREA: 5 acres.
1. Are public facilities or services provided by your agency adequate to serve this development?
YES NO X If "NO", please explain below. Addl. water mains and fire hydrants will be
needed to serve property and meet AFPD requirements
2. Are service lines available to the development?
YES NO X . If "NO", please explain below
building structure will be needed.
Addl. water service lines and taps per each
3. Do you have adequate capacities to service the development?
YES X NO. If "NO", please explain below.
4. Can and will your agency service this proposed development subject to your rules and regulations?
YES X NO. If "NO", please explain below.
5. Are there any concerns or problems you agency has identified which would or should affect approval of this request?
pwner would need to provide easements as necessary to serve the property
Please reply to: Meredith Reckert
Department of Planning & Development -
DISTRIBUTION:
X
Water District (Valley)
X
Sanitation District (Fruitdale)
X
Fire District (Arvada)
Adjacent City
X
Public Service Co-
x
US West Communications
State Lane Use Commission
State Geological Survey
Colorado Dept. Of Transportation
Colorado Div. Of Wildlife
Jeffco Health Department
Jeffco Schools
X Jeffco Commissioners
X TCI of Colorado
X WHEAT RIDGE Post Office
X WHEAT RIDGE Police Department
X WHEAT RIDGE Public Works Dept.
X WHEAT RIDGE Park & Rec Commission
X WHEAT RIDGE Forestry Division
X WHEAT RIDGE Building Division
PUBLIC SERVICE
COMPANY OF COLORADO-
A NEW CENTURY £NEROIES COMPANY
March 11, 1998
City of Wheat Ridge
7500 W 291h AVE
Wheat Ridge, CO 80033
Re: FIGHTMASTER SUBDIVISION
Siting and Land Rights
550 15th Street, Suite 700
Denver, Colorado 80202-4256
Telephone 303.571.7799
Facsimile 303.571.7877
Public Service Company of Colorado (PSCo) has reviewed the development plans for
FIGHTMASTER SUBDIVISION. To ensure that adequate utility easements are available within
this development, PSCo requests that the following dedication language, or plat note, be placed
on the preliminary and final plats for the subdivision:
Eight-foot (8) wide utility easements are hereby,granted on private
property adjacent to all public streets in the subdivision or platted area.
These easements are dedicated for the installation, maintenance, and
replacement of electric, gas, television cable, and telecommunications
facilities. Utilities) shall also be permitted within any access easements
and private streets, in the subdivision. Permanent- structures and water
meters shall not be permitted within said utility easements.
PSCo also requests that these utility easements be depicted graphically on the preliminary and
final plats. While these easements should accommodate the majority of utilities to be installed
in the subdivision, some additional easements may be required as planning and building
progresses.
As a safety precaution, PSCo would like to remind the developer to call the Utility Notification
Center, at 1-800-922-1987, to have all utilities located prior to construction. If PSCo has
existing gas or electric distribution facilities in this area, the developer should contact PSCo's
Engineering Department at (303) 425-3867, regarding the use or relocation of these facilities.
If you have any questions about this referral response, please contact me at 571-7735.
Thank You,
Patti?
Right-of-Way Processor
NMD: Multi-family
Ti, I "ity of
7500 WHE WEST 29TH AVENUE
AT RIDGE, CO 80215-6713 (303) 234-5900
WHEAT Wheat
City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 GRidge
February 17, 1998
Jim Turgeon
Customcraft Homes
2110 Rockcress Way
Golden, Colorado 80401
Dear Jim:
This letter is in regard to your submittal for approval of a subdivision plat for five acres of
property located at 11681 West 44th Avenue and 11600 West 46th Avenue.
You had previously requested approval of a subdivision of the north half of the property pursuant
to Case No. WS-96-2. This case was reviewed at a public hearing in front of Planning
Commission on December 5, 1996, where a recommendation of approval with conditions was
given. However, when taken to City Council, the case was continued indefinitely so the entire
property could be platted with site plans for development.
Based on the fact that the new submittal includes substantially more property than the original
case with new property owners, this must be considered a new application. As such, a new fee
must be paid in the initial amount of $420.00. Also, a new application form must be completed
and submitted with original signatures of the owners of the four parcels and deeds for all
properties. I understand that you would like to use the traffic impact report and drainage report
submitted for the previous case. For the old file, a letter of withdrawal of the original case is
needed.
If you have any questions, do not hesitate to contact me at 235-2848. I will proceed with case
processing when a complete application is submitted.
Sincerely,
Meredith Reckert
Senior Planner
cc: WS-98-1
RECYCLED PAPER
MEMORANDUM
Approved Date
TO: Meredith Reckert, Senior Planner
FROM: Steve Nguyen, Traffic Engineer 5t
DATE: April 16, 1997
SUBJECT: Traffic Impact Analysis for Proposed Town Homes at 46th Avenue and Swadley
I have reviewed the traffic impact study for the above referenced location and concur with its findings.
All of the traffic projections and methodology for analysis are done in accordance with the adopted
national standards. The study shows that the development traffic will not adversely affect the immediate
intersections. In addition, the level-of-service of these intersections are still at a good level even for the
maximum condition which is the 2015 background traffic plus site traffic.
cc: Bob Goebel, Director of Public Works
Dave Kotecki, Senior Project Engineer
Greg Knudson, Development Review Engineer
Thۥ City of
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215-6713 (303) 234-5900
WHEAT 'Wheat
City Admin. Fax n 234-5924 Police Dept. Fax 235-2949 GRidge
April 3, 1997
TO: Ste~ve Nguyen
FROM: ~rhleredith Reckert
RE: Traffic Impact Analysis
please find attached a traffic impact analysis prepared for the Turgeon/
Fightmaster project located at 11600 and 11690 West 46th Avenue. As you
will recall, there is objection to the project regarding traffic concerns
(Case No. WS-96-2 for constructi'onof six fourplex units) from the neigh-
borhood.
I would appreciate your review as to whether their assumptions and conclusions
seem right. THe applicant is waiting for review before he proceeds with
design and resubmittal.
RECYCLED PAPER
I °IGH, SCOTT & CLEARY, INC.
.ANSPORTATION PLANNING
& TRAFFIC ENGINEERING CONSULTANTS
March 24, 1997
Mr. Jim Turgeon
Customeraft Homes, Inc.
2110 Rockcress Way
Golden, CO 80401
I{
h..: 01 ( I1
. Ltu Lam}
gtpFiRING 4 P zL3 { ii);
Re
Dear Mr. Turgeon:
1889 York Street
Denver, CO 80206
(303) 333-1105
FAX (303) 333-1107
46th/Swadley Townhomes
(LSC #970250)
As requested, we have completed a traffic impact analysis of the proposed 46th/Swadley Town-
home development located south of 46th Avenue and about 350 feet west of Tabor Street in
Wheat Ridge, Colorado. The proposed site would consist of 26 residential townhomes. The
remainder of this report presents our findings concerning the traffic impacts of the proposed
development.
Exi^ in Roadways and Traffic
Figure 1, enclosed, illustrates the site's location together with existing lane geometry and traffic
controls. As indicated, the project site is located at the southeast quadrant of the intersection
of 46th Avenue and Swadley Street. West 46th Avenue is a two-lane local roadway that extends
from Tabor Street for about 700 feet where is ends. This roadway primarily serves residential
homes and has a speed limit of 25 mph. The intersection of 46th Street with Tabor Street is
controlled by an east facing Stop sign.
Swadley Street which connects to 46th Avenue is a two-lane local street that extends from 46th
Avenue to Kipling Street. Near the site, it has a posted speed limit of 25 mph. Its intersection
with 46th Avenue is controlled by a north facing Stop sign.
Tabor Street, located west of the site, is a two-lane, minor collector street that extends northward
from 44th Avenue for about one-third of a mile to West 48th Avenue. The posted speed limit on
this roadway near the site is 30 mph. Its intersection with 44Lh Avenue is controlled by north/
south facing Stop signs while its intersection with 48th Avenue is controlled by a south facing
Stop sign.
West 44th Avenue, located south of the site, is a four-lane, east/west, minor arterial that extends
entirely through the City of Wheat Ridge. It has a posted speed limit of 35 mph and its inter-
sections with Mpling Street and the Ward Road/1-70 Ramps are signalized.
Mr. Jim Turgeon Page 2 March 24, 1997
Figure 1 also illustrates the results of weekday morning and evening peak-hour turning move-
ment traffic counts at the intersections of 44th Avenue/Tabor Street, Tabor Street/46th Avenue,
and 46th Avenue/Swadley Street. These data are based on counts conducted on March 13, 1997
by Counter Measures, Inc. (complete data printouts are enclosed). Peak-hours were found to
occur between 7:30 and 8:30 AM and from 4:30 to 5:30 PM.
Estimated Traffic Generation
Based on applicable formulae cited in the current edition of 'TSp ( nom'. published by the
Institute of Transportation Engineers, the following traffic generation estimates have been
calculated for the 46th/Swadley Townhome development at buildout. The results of these
calculations are shown in Table 1.
Table 1
ESTIMATED TRAFFIC GENERATION
46th/Swadley Townhome Development
Total Vehicle-Trips (1)
Morning Evening
Peak-Hour Peak-Hour
Assumed Trip Average
Land Use Generation Units Weekday Traffic In Atli in 9111
Residential Townhomes 26 d.u. (2) 208 3 15 14 7
Notes:
(1) Based on Formulae cited in "Trip Generation', Institute of Transportation Engineers,
5th Edition, Category 230.
(2) Dwelling Units.
As indicated in Table 1, the 46th/Swadley Townhome development would generate about 208
vehicle-trips during an average weekday (104 entering and 104 exiting vehicle-trips in a 24-hour
period). During the morning peak-hour, a total of 18 vehicle-trips would enter and exit the site,
while in the evening 21 would enter and exit.
Estimated Traffic Distribution and Assignment
One of the most important factors to be considered when evaluating the traffic impacts of this
development is the directional distribution of site-generated traffic onto the surrounding roadway
system. A number of factors influence this distribution, including the relative location of the site
Mr. Jim Turgeon Page 3 March 24, 1997
with respect to the area it will serve, existing traffic patterns in the vicinity. and the site's specific
access plan. Figure 2 reflects our distribution projections for the 46th/Swadley development,
together with the amount of average weekday traffic to be contributed by the project to the
surrounding roadways.
Figure 3 illustrates the assignment of project-generated peak-hour traffic for the proposed
development to the nearby intersections of 44th Avenue/Tabor Street, Tabor StreeL/46th Avenue,
and 46th Avenue/Swadley Street. These estimates have been derived by application of the
Figure 3 distribution assumptions to the generation estimates of Table 1.
Total Projected Traffic
Total projected future traffic is the sum of site-generated traffic and background traffic, which
includes all other traffic on the street system. Future Year 2015 background traffic was derived
by applying a one percent annual growth rate to the present traffic volumes on 44th Avenue and
Tabor Street. These expected morning and evening background peak-hour volumes for 2015 are
illustrated in Figure 4. The combined project-generated traffic (Figure 3) and existing (Figure 1)
traffic volumes for the morning and evening peak-hours are shown in Figure 5. Similarly, the
combined project-generated traffic and 2015 background (Figure 4) traffic volumes for the
commuter peak-hours are shown in Figure 6. These projections represent total traffic activity
for both near and long-term planning purposes.
Estimated Traffic Impacts
During the commuter peak-hours, the primary traffic impacts for the proposed development will
beat the nearby intersections of 44th Avenue/Tabor Street, Tabor Street/46th Avenue, and 46Lh
Avenue/Swadley Street. In order to assess these impacts, related capacity analyses have been
performed which compare existing traffic operating conditions with those reflecting the addition
of project-generated traffic or projected future traffic. The methodology used is that presented
in the nationally accepted ' n ii Caoaci anuaL published by the Transportation Research
Board of the National Academy of Sciences. The concept of Level of Service (LOS) is used as a
basis for computing combinations of roadway operating conditions. By definition, six different
Levels of Service are used (A, B, C, D, E, and F) with "A" being a relatively free-flow condition and
"E" representing the "capacity" of a given intersection or traffic movement. The following
tabulation summarizes the results of our LOS analyses for the proposed 46Lh/Swadley Town-
home project (actual computer analysis printouts are enclosed):
Mr. Jim Turgeon Page 4
March 24, 1997
Table 2
LEVEL OF SERVICE COMPARISONS
46th/Swadley Townhome Development
AM Peak - Hour
Intersection Level
PM Peak -
Intersection
Hour
Level
Intersections
Delay
(seconds) Se
of
rvice
Delay
(seconds)
of
Service
44th Avenue/
Existing
1.1
A
1.5
A (1)
Tabor St.
Existing + Site Traffic
1.2
A
1.6
A (1)
2015 Background
1.6
A
2.8
A (2)
2015 Background + Site Traffic
1.7
A
2.9
A (2)
Tabor St./
Existing
0.7
A
0.4
A
46th Ave.
Existing + Site Traffic
0.9
A
0.5
A
2015 Background
0.7
A
0.4
A
2015 Background + Site Traffic
0.9
A
0.5
A
461h Ave./
Existing
2.4
A
2.1
A
Swadley St.
Existing + Site Traffic
1.9
A
1.5
A
2015 Background
2.3
A
1.9
A
2015 Background + Site Traffic
1.8
A
1.5
A
(1) LOS "E" for southbound left-turns.
(2) LOS "F' for southbound left-turns.
As indicated, projected operating conditions at the intersection of 44th Avenue/Tabor Street will
remain at a high level of service with an increase of only about one second .(1.5 to 2.9 seconds)
in overall average delay during the evening peak-hour. Although the southbound left-turns at
this intersection may incur significant delays during the evening peak-hour, it is doubtful that
the intersection would meet satisfactory signal warrants by 2015 and should only be signalized
when one or more warrants are met. The two intersections of Tabor Street/46th Avenue and
46th Avenue/Swadley Street would both operate at Level of Service "A" during the morning and
evening peak-hours with the addition of buildout traffic and will continue to operate at that LOS
by 2015.
mmcy and Conclusions
Based on the analyses presented herein, the following summarizes our findings relative to the
traffic impacts of the proposed 46th/SwadleyTownhome project.
Mr. Jim Turgeon Page 5 March 24, 199-7
1. At buildout, the proposed project is expected to generate 208 vehicle-trips (104 in
and 104 out) during an average weekday. Of these, 3 would enter and 15 would
exit during the morning commuter peak-hour. During the evening peak period,
14 and 7 would enter and exit the site.
2. The directional distribution of site-generated traffic is expected to be oriented
primarily to the east and north on 44th and Tabor Street with about 35 percent
and to the west on 44th Avenue with 20 percent.
3. Traffic impacts associated with the construction of the 46th/Swadley Townhome
development will be minor and can be readily accommodated by the existing
roadway system and traffic controls.
We bust that this information will assist with further planning for the 46th/Swadley Townhome
development project. Please call if we can be of additional assistance.
Respectfully submitted,
LEIGH, SCOTT & CLEARY. INC.
By:
Philip . 8c Kt III, P.E.
PNS/MM/wd
Enclosures: Figures 1 - 6
Computer Analyses
Traffic Counts
C: \PRW BCTS V 70250\S WMLEY. REP
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PROJECT
SITE
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f
_ I J4Lh AVE.
Lt
Site Location, Existing Lane Geometry,
Stop Sign - Traffic Controls and 1997 Traffic
a AM Peak-Hour Trai6c .i u!n; °,wr:.li y ivunhomes
= (Ui; ?70250)
PM Peak-Hour Troffi.:
M„r:•1 1997
LEIGH. SCOTT & CLEARY, INC.
LEIGH. SCOTT & CLEARY. INC
Directional Distribution of
Project-Generated Traffic
1 5) Averaga,Neekdnv Traffic ~:~m ~'Swodlay i-wrnomes
iLSC #970250)
kic r.... 199'
AM Peak-Hour T, 3tfic
PM Peak-Hour Trarf~c
Traffic
4ti i.li i.,,,iev Tew^homeS
(LJC d`-70250)
Mcrrn, 1997
LEIGH. SCOTT & CLE.ARY. INC
Project-Generated
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LEIGH. SCOTT & CLEARY. INC.
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i'JUr¢ J
Project-Generated Plus
Existing Traffic
36tnj,Swcaley iOwnhomes
(LiC 1'0250)
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JSIh AVE.
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LEIGH. SCOTT & CLFARY. INC
441h AVE
2015 Background Plus
Project-Generated Traffic
46injSwo;ley Towanomes
(LSi- #-,70250)
Marc 1997
C1 o; Vll.Y lgRd11ZCU 1111.C1JCGl1 V11.~ RC1C 6.1u Jw1P I7/.I1 v r¢yv +
LEIGH, SCOTT & CLEAR, INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
-
Streets: (N-S) TABOR STREET (E-W) 44TH AVENUE
Major Street Direction.... EW
Length of Time Analyzed... 15 (min)
Analyst MRM
Date of Analysis.......... 3/20/97
Other Information 1997 EXISTING TRAFFIC, AM PEAK
Two-way Stop-controlled Intersection
Eastbound 1 Westbound I Northbound I Southbound
I L T R I L T R I L T R I L T R
I---- ----I---- ----I---- ----I----
No. Lanes 1 0 > 2 < 0 1 0 > 2 < 0 1 0 > 1 < 0 11 1 < 0
Stop/Yield I NI NI I
Volumes 1 85 425 11 0 324 441 1 2. 41 31 0 46
PHF 1 .95 .95 .951 .95 .95 .951 .95 .95 .951 .95 .95 .95
Grade 0 0 1 0 1 0
MC's I I I
SU/RV's (%)I I I
CV's I I
PCE's 11.10 11.10 11.10 1.10 1.1011.10 1.10 1.10
Adjustment Factors
Vehicle
Maneuver
Left Turn Major Road
Right Turn Minor Road
Through Traffic Minor
Left Turn Minor Road
Critical
Gap (tg)
5.50
5.50
Road 6.50
7.00
Follow-up
Time (tf)
2.10
2.60
3.30
3.40
nw : unsignalizea inLersections xelease z.ia SWiAMV/.nCU rage
Worksheet for TWSC Intersection
Step 1: RT from Minor Street NB
Conflicting Flows: (vph) 224
Potential-Capacity: (pcph) 1066
Movement Capacity: (pcph) 1066
Prob. of Queue-Free State: 1.00
Step 2: LT from Major Street WB
Conflicting Flows: (vph) 448
Potential Capacity: (pcph) 985
Movement Capacity: (pcph) 985
Prob. of Queue-Free State: 1.00
TH Saturation Flow Rate: (pcphpl) 3400
RT Saturation Flow Rate: (pcphpl) 1700
Major LT Shared Lane Prob.
of Queue-Free State: 1.00
Step 3: TH from Minor Street NB
Conflicting Flows: (vph)
Potential Capacity: (pcph)
Capacity Adjustment Factor
due to Impeding Movements
Movement Capacity: (pcph)
Prob. of Queue-Free State:
Step 4: LT from Minor Street
Conflicting Flows:.(vph)
Potential Capacity: (pcph)
Major LT, Minor TH
Impedance Factor:
Adjusted Impedance Factor:
Capacity Adjustment Factor
due to Impeding Movements
Movement Capacity: (pcph)
924
314
0.89
281
0.99
NB
877
291
0.89
0.92
SB
194
1104
1104
0.95
EB
387
1062
1062
0.91
3400
1700
0.89
SB
901
324
0.89
290
1.00
SB
902
281
0.89
0.91
0.87 0.91
254 256
Hczj:
unsignaiizea
intersecu ons heiease
z.ia
JwiAMy/.hCV rage 3
Interse
ction Performanc
e Summa
ry
Avg.
950
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length
LOS
Delay
Move
ment
_(pcph)
(pcph)
(pcph)(sec/veh)
-
(veh)
(sec/veh)
NB
L
1
254 >
NB
T
2
281 >
473 7.7
0.0
B
7.7
NB
R
4
1066 >
SB
L
36
256
16.4
0.4
C
SB
T
0
290 >
8.6
SB
R
53
1104 >
1104 3.4
0.0
A
EB
L
98
1062
3.7
0.2
A
0.6
WB
L
0
985
3.7
0.0
A
0.0
Intersect
ion Delay =
1.1 se
c/veh
LEIGH, SCOTT & CLEAR' INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET (E-W) 44TH AVENUE
Major Street Direction.... EW
Length of-Time Analyzed... 15 (min)
Analyst MRM
Date of Analysis.......... 3/20/97
Other Information 1997 EXISTING TRAFFIC, PM PEAK
Two-way Stop-controlled Intersection
Eastbound I Westbound I Northbound I Southbound
L T R I L T R L T R L T R
I---- ----I---- ----I---- ----I----
No. Lanes 1 0 > 2 < 0 1 0 > 2 < 0 1 0 > 1 < 0 11 1 < 0
Stop/Yield I NI NI
Volumes 1 61 646 01 2 438 501 0 0 11 43 0 84
PHF 1 .95 .95 .951 .95 .9S .951 .95 .95 .951 .95 .95 .95
Grade 1 0 1 0 1 0 1 0
MC's (°s) I I I
SU/RV's (%)I I I
CV's (o) I I I 1
PCE's 11.10 11.10 11.10 1.10 1.1011.10 1.10 1.10
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
Left Turn Major Road
5.50
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.50
3.30
Left Turn Minor Road
7.00
3.40
HCS: Unsignalized Intersections
Release 2.1d
SW1PM97.HC0 Page 2
Worksheet for TWSC Intersection
-
-
Step 1: RT from Minor Street
NB
SB
Conflicting Flows: (vph)
340
257
Potential-Capacity: (pcph)
931
1026
Movement Capacity: (pcph)
931
1026
Prob. of Queue-Free State:
1.00
0.91
-
Step 2: LT from Major Street
WB
EB
Conflicting Flows: (vph)
680
514
Potential Capacity: (pcph)
740
908
Movement Capacity: (pcph)
740
908
Prob. of Queue-Free State:
1.00
0.92
TH Saturation Flow Rate: (pcphpl)
3400
3400
RT Saturation Flow Rate: (pcphpl)
1700
1700
Major LT Shared Lane Prob.
of Queue-Free State:
-
1.00
0.90
Step 3: TH from Minor Street
NB
SB
Conflicting Flows: (vph)
1260
1234
Potential Capacity: (pcph)
200
207
Capacity Adjustment Factor
due to Impeding Movements
0.90
0.90
Movement Capacity: (pcph)
180
186
Prob. of Queue-Free State:
1.00
1.00
Step 4: LT from Minor Street
Conflicting Flows: (vph)
Potential Capacity: (pcph)
Major LT, Minor TH
Impedance Factor:
Adjusted Impedance Factor:
Capacity Adjustment Factor
due to Impeding Movements
Movement Capacity: (pcph)
NB SB
1208 1234
179 172
0.90 0.90
0.92 0.92
0.84 0.92
150 159
HCS:
Unsignalized
Intersections Release
2.1d
SW1PM97.HC0 Page 3
Inters
ection Performanc
e Summa
ry
Avg.
950
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length
LOS
Delay
Movement
(pcph)
(pcph)
(pcph)(sec/veh)
-
(veh)
(sec/veh)
NB
L
0
150
>
NB
T
0
180
> 931 3.9
0.0
A
3.9
NB
R
1
931
>
SB
L
50
159
32.7
1.2
E
SB
T
0
186
>
13.6
SB
R
97
1026
> 1026 3.9
0.3
A
EB
L
70
908
4.3
0.2
A
0.4
WB
L
2
740
4.9
0.0
A
0.0
Intersec
tion Delay =
1.5 se
c/veh
LEIGH, SCOTT & CLEAR`. INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET (E-W) 44TH AVENUE
Major Street Direction.... EW
Length of-Time Analyzed... 15 (min)
Analyst MRM
Date of Analysis.......... 3/20/97
Other Information 1997 EXISTING TRAFFIC, PM PEAK
Two-way Stop-controlled Intersection
Eastbound Westbound Northbound I Southbound
L T R I L T R I L T R I L T R
I---- ----i---- ----I---- ----I----
No. Lanes 0 > 2 < 0 0 > 2 < 0 0 > 1 < 0 11 1 < 0
Stop/Yield I NI NI I
Volumes 1 61 646 01 2 438 501 0 0 11 43 0 84
PHF 1 .95 .95 .951 .9S .95 .951 .95 .95 .951 .95 .95 .95
Grade 1 0 1 0 0 1 0
MC's I I I I
SU/RV's (%)I I I
CV's I I i
PCE's 11.10 11.10 11.10 1.10 1.1011.10 1.10 1.10
Adjustment Factors
Vehicle
Maneuver
Left Turn Major Road
Right Turn Minor Road
Through Traffic Minor Road
Left Turn Minor Road
Critical
Gap (tg)
5.50
5.50
6.50
7.00
Follow-up
Time (tf)
2.10
2.60
3.30
3.40
LEIGH, SCOTT & CLEAR- INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET (E-W) 44TH AVENUE
Major Street Direction.... EW
Length of-Time Analyzed... 15 (min)
Analyst................... MRM
Date of Analysis.......... 3/20/97
Other Information......... EXISTING PLUS SITE-GENERATED TRAFFIC, A
M PEAK
Two-way Stop-controlled Intersection
Eastbound
Westbound
I Northbound I Southbound
L T
R I L T
R I L T
R I L
T
R
No. Lanes
I---- -
1 0 > 2 <
---I---- -
0 1 0 > 2 <
---I----
0 1 0 > 1 <
-1
0 1
1 <
0
Stop/Yield
1
NI
N1
I
Volumes
I 86 425
11 0 324
451 1 2
41 34
0
51
PHF
1 .95 .95
.951 .95 .95
.951 .95 .95
.951 .95
.95
.95
Grade
1 0
1 0
0
1
0
MC's (o)
I
I
I
I
SU/RV's
I
I
I
I
CV's (°s)
I
I
I
PCE's
11.10
11.10
11.10 1.10
1.1011.10
1.10
1.10
Adjustment Factors
Vehicle
Maneuver
Left Turn Major Road
Right Turn Minor Road
Through Traffic Minor Road
Left Turn Minor Road
Critical
Follow-up
Gap (tg)
Time (tf)
5.50
2.10
5.50
2.60
6.50
3.30
7.00
3.40
HCS: Unsignalized Intersections Release 2.1d SW1AM99.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street
NB
SB
Conflicting Flows: (vph)
224
194
Potential-Capacity: (pcph)
1066
1104
Movement Capacity: (pcph)
1066
1104
Prob. of Queue-Free State:
-
1.00
0.95
-
Step 2: LT from Major Street
WB
EB
Conflicting Flows:. (vph)
448
388
Potential Capacity: (pcph)
985
1061
Movement Capacity: (pcph)
985
1061
Prob. of Queue-Free State:
1.00
0.91
TH Saturation Flow Rate: (pcphpl)
3400
3400
RT Saturation Flow Rate: (pcphpl)
1700
1700
Major LT Shared Lane Prob.
of Queue-Free State:
1.00
0.89
Step 3: TH from Minor Street
NB
SB
Conflicting Flows: (vph)
-
926
904
Potential Capacity: (pcph)
313
323
Capacity Adjustment Factor
due to Impeding Movements
0.89
0.89
Movement Capacity: (pcph)
279
288
Prob. of Queue-Free State:
0.99
1.00
Step 4: LT from Minor Street
NB
SB
Conflicting Flows: (vph)
879
904
Potential Capacity: (pcph)
290
280
Major LT, Minor TH
Impedance Factor:
0.89
0.89
Adjusted Impedance Factor:
0.92
0.91
Capacity Adjustment Factor
due to Impeding Movements
0.87
0.91
Movement Capacity: (pcph)
252
254
HCS:
Unsignalized
Int-rsections Release
2.1d
SWlAM99.HC0 Page 3
Inters
ection Performanc
e Summa
ry
Avg.
950
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length
LOS
Delay
Movement
(pcph)
(pcph)
(pcph)(sec/veh)
-
(veh)
(sec/veh)
NB
L
1
2S2
>
NB
T
2
279
> 470 7.8
0.0
B
7.8
NB
R
4
1066
>
SB
L
40
254
16.8
0.5
C
SB
T
0
288
>
8.8
SB
R
59
1104
> 1104 3.4
0.0
A
EB
L
100
1061
3.7
0.3
A
0.6
WB
L
0
985
3.7
0.0
A
0.0
Intersection Delay =
1.2 se
c/veh
LEIGH, SCOTT & CLEAR' INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET (E-W) 44TH AVENUE
Major Street Direction.... EW
Length of-Time Analyzed... 15 (min)
Analyst MRM
Date of Analysis.......... 3/20/97
Other Information......... EXISTING PLUS SITE-GENERATED TRAFFIC, P
M PEAK
Two-way Stop-controlled Intersection
Eastbound 1 Westbound Northbound I Southbound
L T R I L T R I L T R I L T R
I---- ----I---- ----I---- ----I----
No. Lanes 1 0 > 2 < 0 0 > 2 < 0 1 0 > 1 < 0 1 1 1 < 0
Stop/Yield I NI NI
Volumes 1 66 646 01 2 438 531 0 0 11 44 0 86
PHF 1 .95 .95 .951 .95 .95 .951 .95 .95 .951 .95 .95 .95
Grade 1 0 1 0 0 1 0
MC's I I I I
SU/RV's (%)1 I I I
CV's I I I I
PCE's 11.10 11.10 11.10 1.10 1.1011.10 1.10 1.10
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
-
Time (tf)
Left Turn Major
Road
5.50
2.10
Right Turn Minor
Road
5.50
2.60
Through Traffic
Minor Road
6.50
3.30
Left Turn Minor
Road
7.00
3.40
HCS: Unsignalized Intersections Release 2.1d
Worksheet for TWSC Intersection
Step 1: RT from Minor Street NB
Conflicting Flows:
(vph)
340
Potential-Capacity:
(pcph)
931
Movement Capacity:
(pcph)
931
Prob. of Queue-Free
State:
1.00
Step 2: LT from Maj
or Street
WB
Conflicting Flows:
(vph)
680
Potential Capacity:
(pcph)
740
Movement Capacity:
(pcph)
740
Prob. of Queue-Free
State:
1.00
TH Saturation Flow
Rate: (pcphpl)
3400
RT Saturation Flow
Rate: (pcphpl)
1700
Major LT Shared Lan
e Prob.
of Queue-Free Stat
e:
1.00
Step 3: TH from Minor Street NB
Conflicting Flows: (vph)
Potential Capacity: (pcph)
Capacity Adjustment Factor
due to Impeding Movements
Movement Capacity: (pcph)
Prob. of Queue-Free State:
Step 4: LT from Minor Strei
Conflicting Flows: (vph)
Potential Capacity: (pcph)
Major LT, Minor TH
Impedance Factor:
Adjusted Impedance Factor:
Capacity Adjustment Factor
due to Impeding Movements
Movement Capacity: (pcph)
1268
198
SW1PM99.HC0 Page 2
SB
258
1025
1025
0.90
EB
517
905
905
0.92
3400
1700
0.90
SB
1240
205
0.89
0.89
177
183
1.00
1.00
t NB
SB
1212
1240
178
171
0.89 0.89
0.92 0.92
0.83 0.92
147 157
HCS:
Unsignalized
Intersections Release
2.1d
SW1PM99.HC0 Page 3
Inters
ection Performanc
e Summa
ry
Avg.
950
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length
LOS
Delay
Movement
"(pcph)
(pcph)
(pcph)(sec/veh)
-
(veh)
(sec/veh)
NB
L
0
147
>
NB
T
0
177
> 931 3.9
0.0
A
3.9
NB
R
1
931
>
SB
L
51
157
33.6
1.2
E
SB
T
0
183
>
13.9
SB
R
100
1025
> 1025 3.9
0.3
A
EB
L
76
905
4.3
0.2
A
0.4
WB
L
2
740
4.9
0.0
A
0.0
Intersec
tion Delay =
1.6 se
c/veh
LEIGH, SCOTT & CLEAR INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET (E-W) 44TH AVENUE
Major Street Direction.... EW
Length of-Time Analyzed... 15 (min)
Analyst MRM
Date of Analysis.......... 3/20/97
Other Information 2015 BACKGROUND TRAFFIC, AM PEAK
Two-way Stop-controlled Intersection
Eastbound I Westbound Northbound I Southbound
L T R I L T R I L T R L T R
I---- ----I---- ----I---- ----I----
No. Lanes 1 0 > 2 < 0 1 0 > 2 < 0 1 0 > 1 < 0 1 1 < 0
Stop/Yield I NI NI
Volumes 1 100 510 51 0 390 551 5 5 51 40 0 55
PHF 1 .95 .95 .951 .95 .95 .951 .95 .95 .951 .95 .95 .95
Grade 1 0 1 0 1 0 0
MC's (o) I i I I
SU/RV's (o)I I I
CV's I I I I
PCE's 11.10 11.10 11.10 1.10 1.1011.10 1.10 1.10
Adjustment Factors
Vehicle
Maneuver
Left Turn Major Road
Right Turn Minor Road
Through Traffic Minor Road
Left Turn Minor Road
Critical
Follow-up
Gap (tg)
Time (tf)
5.50
2.10
5.50
2.60
6.50
3.30
7.00
3.40
HCS: Unsignalized Int-rsections Release 2.1d SW1AM15B.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street NB
Conflicting Flows: (vph) 271
Potential Capacity: (pcph) 1009
Movement Capacity: (pcph) 1009
Prob. of Queue-Free State: 0.99
Step 2: LT from Major Street WB
Conflicting Flows: (vph)
542
Potential Capacity: (pcph)
877
Movement Capacity: (pcph)
877
Prob. of Queue-Free State:
1.00
TH Saturation Flow Rate: (pcphpl)
3400
RT Saturation Flow Rate: (pcphpl)
1700
Major LT Shared Lane Prob.
of Queue-Free State:
1.00
Step 3: TH from Minor Street NB
Flows: (vph)
Potential Capacity: (pcph)
Capacity Adjustment Factor
due to Impeding Movements
Movement Capacity: (pcph)
Prob. of Queue-Free State:
Step 4: LT from Minor Street
Conflicting Flows: (vph)
Potential Capacity: (pcph)
Major LT, Minor TH
Impedance Factor:
Adjusted Impedance Factor:
Capacity Adjustment Factor
due to Impeding Movements
Movement Capacity: (pcph)
1114
243
SB
234
1054
1054
0.94
EB
469
960
960
0.88
3400
1700
0.86
SB
1087
252
0.86
0.86
208
216
0.97
1.00
NB
SB
1056
1086
224
214
0.86 0.83
0.89 0.87
0.84 0.87
187 185
hc5: unslgnailzea Lncersecclons helease z.ia SwiAMinb.ricU rage
Intersection Performance Summary
Avg.
95%
Flow
Move
Shared
Total
Queue
Approach
Rate
Cap
Cap
Delay
Length
LOS
Delay
mov
ement
-(pcph)
(pcph)
(pcph)(
sec/veh)
(veh)
(sec/veh)
NB
L
6
187
>
NB
T
6
208
>
269
14.3
0.1
C
14.3
NB
R
6
1009
>
SB
L
46
185
25.8
0.9
D
SB
T
0
216
>
13.0
SB
R
64
1054
>
1054
3.6
0.1
A
EB
L
116
960
4.3
0.4
A
0.7
WB
L
0
877
4.1
0.0
A
0.0
Intersection Delay = 1.6 sec/veh
LEIGH, SCOTT & CLEAR- INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET (E-W) 44TH AVENUE
Major Street Direction.... EW
Length of-Time Analyzed... 15 (min)
Analyst MRM
Date of Analysis.......... 3/20/97
Other Information 2015 BACKGROUND TRAFFIC, PM PEAK
Two-way Stop-controlled Intersection
Eastbound I Westbound Northbound Southbound
i L T R 1 L T R 1 L T R 1 L T R
----I---- ----I----
No. Lanes 1 0 > 2 < 0 1 0 > 2 < 0 0 > 1 < 0 1 1 1 < 0
Stop/Yield I N1 NI
Volumes 1 75 775 01 5 525 601 0 0 51 50 0 100
PHF 1 .95 .95 .951 .95 .95 .951 .95 .95 .951 .95 .95 .95
Grade 1 0 1 0 0 1 0
MC's (o) I I I I
SU/RV's MI I I I
CV's (o) I I I I
PCE's 11.10 11.10 11.10 1.10 1.1011.10 1.10 1.10
Adjustment Factors
Vehicle
Maneuver
Left Turn Major Road
Right Turn Minor Road
Through Traffic Minor Road
Left Turn Minor Road
Critical
Follow-up
Gap (tg)
Time (tf)
5.50
2.10
5.50
2.60
6.50
3.30
7.00
3.40
HCS: Unsignalized Intersections Release 2.1d SW1PM15B.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street NB SB
Conflicting Flows: (vph)
408
308
Potential-Capacity: (pcph)
860
967
Movement Capacity: (pcph)
860
967
Prob. of Queue-Free State:
0.99
0.88
Step 2: LT from Major Street
WB
EB
Conflicting Flows: (vph)
816
616
Potential Capacity: (pcph)
625
801
Movement Capacity: (pcph)
625
801
Prob. of Queue-Free State:
0.99
0.89
TH Saturation Flow Rate: (pcphpl)
3400
3400
RT Saturation Flow Rate: (pcphpl)
1700
1700
Major LT Shared Lane Prob.
of Queue-Free State:
0.99
0.86
Step 3: TH from Minor Street
NB
SB
Conflicting Flows: (vph)
1516
1484
Potential Capacity: (pcph)
142
148
Capacity Adjustment Factor
due to Impeding Movements
0.85
0.85
Movement Capacity: (pcph)
120
125
Prob. of Queue-Free State:
1.00
1.00
Step 4: LT from Minor Street
NB
SB
Conflicting Flows: (vph)
1454
1484
Potential Capacity: (pcph)
124
119
Major LT, Minor TH
Impedance Factor:
0.85
0.85
Adjusted Impedance Factor:
0.88
0.88
Capacity Adjustment Factor
due to Impeding Movements
0.78
0.88
Movement Capacity: (pcph)
96
104
HCS:
Unsignalized
Ir rsections Release
2.1d
'SW1PM15B.HC0 Page 3
Inters
ection Performanc
e Summa
ry
Avg.
95%
Flow
Move
Shared Total
Queue
Approach
- Rate
Cap
Cap Delay
Length
LOS
Delay
Move
ment
(pcph)
(pcph)
(pcph)(sec/veh)
-
(veh)
(sec/veh)
NB
L
0
96
>
NB
T
0
120
> 860 4.2
0.0
A
4.2
NB
R
6
860
>
SB
L
58
104
71.4
2.2
F
SB
T
0
125
>
26.6
SB
R
116
967
> 967 4.2
0.4
A
EB
L
87
801
5.0
0.3
B
0.4
WB
L
6
625
5.8
0.0
B
0.0
Intersection Delay =
2.8 se
c/veh
n~.J utaaiyaa a .iiccu ia•i.ci~c~~ivuo a~ci ccaoc ciu .~.rin..i -~-7-
LEIGH, SCOTT & CLEAR- INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET (E-W) 44TH AVENUE
Major Street Direction.... EW
Length of Time Analyzed... 15 (min)
Analyst MRM
Date of Analysis.......... 3/20/97
Other Information......... 2015 BACKGROUND PLUS SITE-GENERATED TRA
FFIC, AM PEAK
Two-way Stop-controlled Intersection
1 Eastbound 1 Westbound I Northbound 1 Southbound
L T R I L T R I L T R I L T R
I---- ----I---- ----I---- ----I----
No. Lanes 1 0 > 2 < 0 1 0 > 2 < 0 1 0 > 1 < 0 11 1 < 0
Stop/Yield I NI NI I
Volumes 1101 510 51 0 390 561 5 5 51 43 0 60
PHF .95 .95 .951 .95 .95 .951 .95 .95 .951 .95 .95 .95
Grade I 0 0 1 0 0
MC's (o) I
SU/RV's (o)I I I I
CV's M I I I i
PCE's 11.10 11.10 11.10 1.10 1.1011.10 1.10 1.10
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
Left Turn Major
Road
5.50
2.10
Right Turn Minor
Road
5.50
2.60
Through Traffic
Minor Road
6.50
3.30
Left Turn Minor
Road
7.00
3.40
HCS: Unsignalized Ir rsections Release 2.1d SW1AM15.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street NB SB
Conflicting Flows: (vph)
271
235
Potential Capacity: (pcph)
1009
1053
Movement Capacity: (pcph)
1009
1053
Prob. of Queue-Free State:
0.99
0.93
Step 2: LT from Major Street
WB
EB
Conflicting Flows: (vph)
542
470
Potential Capacity: (pcph)
877
959
Movement Capacity: (pcph)
877
959
Prob. of Queue-Free State:
1.00
0.88
TH Saturation Flow Rate: (pcphpl)
3400
3400
RT Saturation Flow Rate: (pcphpl)
1700
1700
Major LT Shared Lane Prob.
of Queue-Free State:
1.00
0.85
Step 3: TH from Minor Street
NB
SB
Conflicting Flows: (vph)
1116
1088
Potential Capacity: (pcph)
243
252
Capacity Adjustment Factor
due to Impeding Movements
0.85
0.85
Movement Capacity: (pcph)
208
215
Prob. of Queue-Free State:
-
0.97
1.00
-
Step 4: LT from Minor Street
NB
SB
Conflicting Flows: (vph)
1056
-
1086
Potential Capacity: (pcph)
224
214
Major LT, Minor TH
Impedance Factor:
0.85
0.83
Adjusted Impedance Factor:
0.89
0.87
Capacity Adjustment Factor
due to Impeding Movements
0.83
0.86
Movement Capacity: (pcph)
186
185
HCS:
Unsignalized
Intersections Release
2.1d
SW1AM15.HC0 Page 3
Inters
ection Performanc
e Summa
ry
Avg.
950
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length
LOS
Delay
Movement
(pcph)
(pcph)
(pcph)(sec/veh)
-
(veh)
(sec/veh)
NB
L
6
-
186
>
NB
T
6
208
> 268 14.4
0.1
C
14.4
NB
R
6
1009
>
SB
L
50
185
26.5
1.0
D
SB
T
0
215
>
13.2
SB
R
69
1053
> 1053 3.7
0.1
A
EB
L
117
959
4.3
0.4
A
0.7
WB
L
0
877
4.1
0.0
A
0.0
Intersection Delay =
1.7 se
c/veh
- - - - - - - - -
LEIGH, SCOTT & CLEAR INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET (E-W) 44TH AVENUE
Major Street Direction.... EW
Length of Time Analyzed... 15 (min)
Analyst MRM
Date of Analysis.......... 3/20/97
Other Information......... 2015 BACKGROUND PLUS SITE-GENERATED TRA
FFIC, PM PEAK
Two-way Stop-controlled Intersection
Eastbound I Westbound I Northbound I Southbound
L T R I L T R I L T R I L T R
I---- ----i---- ----I---- ----I----
No. Lanes 1 0 > 2 < 0 1 0 > 2 < 0 1 0 > 1 < 0 11 1 < 0
Stop/Yield I NI NI I
Volumes 1 80 775 01 5 525 631 0 0 51 51 0 102
PHF 1 .95 .95 .951 .95 .95 .951 .95 .95 .951 .95 .95 .95
Grade 1 0 1 0 1 0 0
MC's (o) I I I
SU/RV's (%)I I I
CV's (o) I I I
PCE's 11.10 11.10 11.10 1.10 1.1011.10 1.10 1.10
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
Left Turn Major Road
5.50
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.50
3.30
Left Turn Minor Road
7.00
3.40
HCS: Unsignalized Int^rsections Release 2.1d SW1PM15.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street NB SB
Conflicting Flows: (vph)
408
310
Potential Capacity: (pcph)
860
964
Movement Capacity: (pcph)
860
964
Prob. of Queue-Free State:
0.99
0.88
Step 2: LT from Major Street
WB
EB
Conflicting Flows: (vph)
816
619
Potential Capacity: (pcph)
625
798
Movement Capacity: (pcph)
625
798
Prob. of Queue-Free State:
0.99
0.88
TH Saturation Flow Rate: (pcphpl)
3400
3400
RT Saturation Flow Rate: (pcphpl)
1700
1700
Major LT Shared Lane Prob.
of Queue-Free State:
-
0.99
0.85
-
Step 3: TH from Minor Street
NB
SB
Con£licting Flows: (vph)
1524
1491
Potential Capacity: (pcph)
140
146
Capacity Adjustment Factor
due to Impeding Movements
0.84
0.84
Movement Capacity: (pcph)
117
122
Prob. of Queue-Free State:
1.00
1.00
Step 4: LT from Minor Street
NB
SB
Conflicting Flows: (vph)
1458
1492
Potential Capacity: (pcph)
124
118
Major LT, Minor TH
Impedance Factor:
0.84
0.84
Adjusted Impedance Factor:
0.88
0.88
Capacity Adjustment Factor
due to Impeding Movements
0.77
0.87
Movement Capacity: (pcph)
95
103
HCS:
Unsignalized
In! -sections Release
2.1d
SW1PM15.HC0 Page 3
Inters
ection Performanc
e Summa
ry
Avg.
95%
Flow
Move
Shared Total
Queue
Approach
- Rate
Cap
Cap Delay
Length
LOS
Delay
Movement
(pcph)
(pcph)
(pcph)(sec/veh)
-
(veh)
(sec/veh)
NB
L
0
95
>
NB
T
0
117
> 860 4.2
0.0
A
4.2
NB
R
6
860
>
SB
L
59
103
73.9
2.3
F
SB
T
0
122
>
27.5
SB
R
118
964
> 964 4.3
0.4
A
EB
L
92
798
5.1
0.4
B
0.5
WB
L
6
625
5.8
0.0
B
0.0
Intersec
tion Delay =
2.9 se
c/veh
LEIGH, SCOTT & CLEAR INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET
(E-W) 46TH AVENUE
Major Street Direction.... NS
Length of Time Analyzed... 15 (min)
Analyst MRM
Date of Analysis.......... 3/20/97
Other Information 1997 EXISTING
TRAFFIC, AM PEAK
Two-way Stop-controlled Intersection
1 Northbound 1 Southbound
1 Eastbound 1 Westbound
i L T R 1 L T R
i L T R 1 L T
R
-
I---- ----I----
No. Lanes 1 0 1 < 0 1 0 > 1 0
-I---- ----I----
1 0 0 0 1 1 > 0
< 0
Stop/Yield 1 NI
NI I
Volumes 1 123 81 14 61
I 1 13
23
PHF 1 .95 .951 .95 .95
1 1 .95
.95
Grade 1 0 1 0
1 1
0
MC's I
I I
SU/RV's MI I
I I
CV's (°s) I I
I I
PCE's 1 11.10
1 11.10
1.10
Adjustment Factors
Vehicle
Critical
Maneuver
Gap (tg)
-
Left Turn Major
Road
-
5.00
Right Turn Minor
Road
5.50
Through Traffic
Minor
Road 6.00
Left Turn Minor
Road
6.50
Follow-up
Time (tf)
2.10
2.60
3.30
3.40
HCS: Unsignalized Intersections Release 2.1d SW2Aiv197.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street WB EB
Conflicting Flows:
(vph)
133
Potential Capacity:
(pcph)
1186
Movement Capacity:
(pcph)
1186
Prob. of Queue-Free
State:
0.98
Step 2: LT from Major Street
SB NB
Conflicting Flows:
(vph)
137
Potential Capacity:
(pcph)
1475
Movement Capacity:
(pcph)
1475
Prob. of Queue-Free
State:
0.99
TH Saturation Flow
Rate: (pcphpl)
1700
RT Saturation Flow
Rate: (pcphpl)
Major LT Shared Lan
e Prob.
of Queue-Free Stat
e:
0.99
Step 4: LT from Min
or Street
WB EB
Conflicting Flows:
(vph)
212
Potential Capacity:
(pcph)
798
Major LT, Minor TH
Impedance Factor:
0.99
Adjusted Impedance
Factor:
0.99
Capacity Adjustment
Factor
due to Impeding Mo
vements
0.99
Movement Capacity:
(pcph)
788
Intersection Performance Summary
Avg.
95%
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length
LOS Delay
Movement
(pcph)
-
(pcph)
(pcph)(sec/veh)
(veh)
(sec/veh)
WB L
15
-
788
>
1001 3.7
0.0
A 3.7
WB R
26
1186
>
SB L
17
1475
2.5
0.0
A 0.5
Intersection Delay = 0.7 sec/veh
LEIGH, SCOTT & CLEAR INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET (E-W) 46TH AVENUE
Major Street Direction.... NS
Length of Time Analyzed... 15 (min)
Analyst MRM
Date of Analysis.......... 3/20/97
Other Information 1997 EXISTING TRAFFIC, PM PEAK
Two-way Stop-controlled Intersection
Northbound I Southbound I Eastbound I Westbound
L T R I L T R I L T R I L T R
I---- ----I---- ----I---- ----I----
No. Lanes 1 0 1 < 0 1 0 > 1 0 1 0 0 0 1 1 > 0 < 0
Stop/Yield I NI NI I
Volumes 93 191 13 117 1 1 9 6
PHF 1 .95 .951 .95 .9S I 1 .95 .95
Grade 1 0 1 0 1 0
MC's M I I
SU/RV's (%)I I I 1
CV's I I I
PCE's 1 11.10 1 11.10 1.10
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
Left Turn Major Road
5.00
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.00
3.30
Left Turn Minor Road
6.50
3.40
HCS: Unsignalized In`,:!rsections Release 2.1d SW2PM97.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street WB EB
Conflicting Flows: (vph)
108
Potential Capacity: (pcph)
1221
Movement Capacity: (pcph)
1221
Prob. of Queue-Free State:
0.99
Step 2: LT from Major Street
-
SB NB
-
-
-
Conflicting Flows: (vph)
-
-
118
Potential Capacity: (pcph)
1506
Movement Capacity: (pcph)
1506
Prob. of Queue-Free State:
0.99
TH Saturation Flow Rate: (pcphpl)
1700
RT Saturation Flow Rate: (pcphpl)
Major LT Shared Lane Prob.
of Queue-Free State:
0.99
Step 4: LT from Minor Street
-
-
-
WB EB
-
Conflicting Flows: (vph)
-
245
Potential Capacity: (pcph)
764
Major LT, Minor TH
Impedance Factor:
0.99
Adjusted Impedance Factor:
0.99
Capacity Adjustment Factor
due to Impeding Movements
0.99
Movement Capacity: (pcph)
756
Intersection Performance Summary
Movement
WB L
WB R
SB L
Avg.
95%
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length
LOS Delay
(pcph)
(pcph)
(pcph)(sec/veh)
(veh)
(sec/veh)
10
756
>
897 4.1
0.0
A 4.1
7
1221
>
15
1506
2.4
0.0
A 0.2
Intersection Delay = 0.4 sec/veh
LEIGH, SCOTT & CLEAR. INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET
(E-W) 46TH
AVENUE
Major Street Direction....
NS
Length of Time Analyzed...
15 (min)
Analyst
MRM
Date of Analysis..........
3/20/97
Other Information.........
EXISTING
PLUS SITE-GENER
ATED TRAFFIC, A
M PEAK
Two-way Stop-controlled Int
ersection
Northbound I
Southbound
I Eastbound
I Westbound
L T R I
L T R
I L T R
I L T R
----I
No. Lanes 1 0 1 < 0 1
0 > 1 0
-I----
1 0 0 0
I----
1 1 > 0 < 0
Stop/Yield I N1
N1
I
Volumes 1 123 101
15 61
1
1 21 28
PHF 1 .95 .951
.95 .95
1
1 .95 .95
Grade 1 0 1
0
1
1 0
MC's (o) I I
I
I
SU/RV's (%)I I
I
I
CV's (o) I I
I
PCE's 1 1
1.10
11.10 1.10
Adjustment Factors
Vehicle
Maneuver
Left Turn Major Road
Right Turn Minor Road
Through Traffic Minor Road
Left Turn Minor Road
Critical
Gap (tg)
5.00
5.50
6.00
6.50
Follow-up
Time ( tf )
2.10
2.60
3.30
3.40
HCS: Unsignalized Int-rsections Release 2.1d SW2AM99.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street WB EB
Conflicting Flows:
(vph)
134
Potential Capacity:
(pcph)
1184
Movement Capacity:
(pcph)
1184
Prob. of Queue-Free
State:
0.97
Step 2: LT from Maj
or Street
-
SB NB
Conflicting Flows:
(vph)
140
Potential Capacity:
(pcph)
1470
Movement Capacity:
(pcph)
1470
Prob. of Queue-Free
State:
0.99
TH Saturation Flow
Rate: (pcphpl)
1700
RT Saturation Flow
Rate: (pcphpl)
Major LT Shared Lan
e Prob.
of Queue-Free Stat
e:
0.99
Step 4: LT from Min
or Street
WB EB
-
Conflicting Flows:
(vph)
214
Potential Capacity:
(pcph)
796
Major LT, Minor TH
Impedance Factor:
0.99
Adjusted Impedance
Factor:
0.99
Capacity Adjustment
Factor
due to Impeding Mo
vements
0.99
Movement Capacity:
(pcph)
786
Intersection Performance Summary
Flow
Rate
Movement (pcph)
WB L 24
WB R 32
SB L 18
Avg. 95%
Move Shared Total Queue Approach
Cap Cap Delay Length LOS Delay
(pcph) (pcph)(sec/veh) (veh) (sec/veh)
786 >
1184 >
973 3.9
0.0 A 3.9
0.0 A 0.5
1470 2.5
Intersection Delay =
0.9 sec/veh
LEIGH, SCOTT & CLEAR'. INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET
(E-W) 46TH
AVENUE
Major Street Direction....
NS
Length of Time Analyzed...
15 (min)
Analyst
MRM
Date of Analysis..........
3/20/97
Other Information.........
EXISTING
PLUS SITE-GENER
ATED TRAFFIC, P
M PEAK
Two-way Stop-controlled Int
ersection
I Northbound I
Southbound
I Eastbound
Westbound
L T R I
L T R
I L T R
I L T R
-
-
----I
No. Lanes 1 0 1 < 0 1
0 > 1 0
-I----
10 0 0
I---- -
-
11 > 0 < 0
Stop/Yield I NI
NI
I
Volumes 1 93 271
18 117
1
1 12 8
PHF I .95 .951
.95 .95
1
I .95 .95
Grade 1 0
0
1
I 0
MC's (°s) I I
I
I
SU/RV's MI I
I
I
CV's (o) I I
I
I
PCE's 1 1
1.10
1
11.10 1.10
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
Left Turn Major
Road
5.00
2.10
Right Turn Minor
Road
5.50
2.60
Through Traffic
Minor Road
6.00
3.30
Left Turn Minor
Road
6.50
3.40
HCS: Unsignalized Int sections Release 2.1d SW2PM99.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street WB
Conflicting Flows: (vph) 112
Potential Capacity: (pcph) 1215
Movement Capacity: (pcph) 1215
Prob. of Queue-Free State: 0.99
Step 2: LT from Major Street SB
Conflicting Flows: (vph)
126
Potential Capacity: (pcph)
1493
Movement Capacity: (pcph)
1493
Prob. of Queue-Free State:
0.99
TH Saturation Flow Rate: (pcphpl)
1700
RT Saturation Flow Rate: (pcphpl)
Major LT Shared Lane Prob.
of Queue-Free State:
0.98
-
Step 4: LT from Minor Street
WB
Conflicting Flows: (vph)
254
Potential Capacity: (pcph)
755
Major LT, Minor TH
Impedance Factor:
0.98
Adjusted Impedance Factor:
0.98
Capacity Adjustment Factor
due to Impeding Movements
0.98
Movement Capacity: (pcph)
744
Movement
WB L
WB. R
SB L
EB
NB
EB
Intersection Performance Summary
Avg.
95%
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length LOS
Delay
(pcph)
(pcph)
(pcph)(sec/veh)
(veh)
(sec/veh)
14
744 >
877 4.2
9 1215 >
21 1493
Intersection Delay
2.4
0.0 A 4.2
0.0 A 0.3
0.5 sec/veh
HCS: Unsignalized Intersections Release 2.1d SW2AM15B.HC0 Page 1
LEIGH, SCOTT & CLEARY, INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET (E-W) 46TH AVENUE
Major Street Direction.... NS
Length of Time Analyzed... 15 (min)
Analyst MRM
Date of Analysis.......... 3/21/97
Other Information 2015 BACKGROUND TRAFFIC, AM PEAK
Two-way Stop-controlled Intersection
I Northbound Southbound I Eastbound I Westbound
L T R I L T R I L T R I L T R
I---- ----I---- ----I---- ----I----
No. Lanes 0 1 < 0 1 0 > 1 0 1 0 0 0 11 > 0 < 0
Stop/Yield I NI NI
Volumes 1 150 101 15 75 1 15 25
PHF 1 .95 .951 .95 .95 1 I .95 .95
Grade 0 1 0 1 I 0
MC's (o) I I I
SU/RV's (o)I I I I
CV's (o) I I I
PCE's 11.10 1 11.10 1.10
Adjustment Factors
Vehicle
Maneuver
Left Turn Major Road
Right Turn Minor Road
Through Traffic Minor Road
Left Turn Minor Road
Critical
Follow-up
Gap (tg)
Time (tf)
5.00
2.10
5.50
2.60
6.00
3.30
6.50
3.40
HCS: Unsignalized Int -sections Release 2.1d SW2AM15B.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street WB EB
Conflicting Flows:
(vph)
164
Potential Capacity:
(pcph)
1143
Movement Capacity:
(pcph)
1143
Prob. of Queue-Free
State:
0.97
-
Step 2: LT from Maj
or Street
SB NB
Conflicting Flows:
(vph)
169
Potential Capacity:
(pcph)
1424
Movement Capacity:
(pcph)
1424
Prob. of Queue-Free
State:
0.99
TH Saturation Flow
Rate: (pcphpl)
1700
RT Saturation Flow
Rate: (pcphpl)
Major LT Shared Lan
e Prob.
of Queue-Free Stat
e:
0.99
Step 4: LT from Min
or Street
-
WB EB
Conflicting Flows:
(vph)
-
258
Potential Capacity:
(pcph)
751
Major LT, Minor TH
Impedance Factor:
0.99
Adjusted Impedance
Factor:
0.99
Capacity Adjustment
Factor
due to Impeding Mo
vements
0.99
Movement Capacity:
(pcph)
741
Intersection Performance Summary
Avg.
95%
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length
LOS Delay
Movement
(pcph)
(pcph)
(pcph)(sec/veh)
(veh)
(sec/veh)
WB L
18
741
>
946 4.0
0.0
A 4.0
WB R
29
1143
>
SB L
18
1424
2.6
0.0
A 0.4
Intersection Delay = 0.7 sec/veh
HCS: Unsignalized Intersections Release 2.1d SW2PM15B.HC0 Page 1
LEIGH, SCOTT & CLEARY, INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET (E-W) 46TH AVENUE
Major Street Direction.... NS
Length of Time Analyzed... 15 (min)
Analyst MRM
Date of Analysis.......... 3/21/97
Other Information 2015 BACKGROUND TRAFFIC, PM PEAK
Two-way Stop-controlled Intersection
1 Northbound I Southbound Eastbound I Westbound
i L T R I L T R I L T R I L T R
I---- ----I---- ----I---- ----I----
No. Lanes 1 0 1 < 0 1 0 > 1 0 0 0 0 1 1 > 0 < 0
Stop/Yield I NI NI I
Volumes 1 115 201 15 140 1 1 10 10
PHF 1 .95 .951 .95 .95 1 1 .95 .95
Grade 1 0 1 0 1 1 0
MC's I I I I
SU/RV's (%)I I I
CV's I I I
PCE's 1 11.10 1 11.10 1.10
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
Left Turn Major
Road
5.00
-
2.10
Right Turn Minor
Road
5.50
2.60
Through Traffic
Minor Road
6.00
3.30
Left Turn Minor
Road
6.50
3.40
HCS: Unsignalized Int .sections Release 2.1d 3W2PM15B.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street
WB
EB
Conflicting Flows: (vph)
132
Potential Capacity: (pcph)
1187
Movement Capacity: (pcph)
1187
Prob. of Queue-Free State:
0.99
Step 2: LT from Major Street
SB
NB
-
Conflicting Flows: (vph)
142
Potential Capacity: (pcph)
1467
Movement Capacity: (pcph)
1467
Prob. of Queue-Free State:
0.99
TH Saturation Flow Rate: (pcphpl)
1700
RT Saturation Flow Rate: (pcphpl)
Major LT Shared Lane Prob.
of Queue-Free State:
0.99
Step 4: LT from Minor Street
WB
EB
Conflicting Flows: (vph)
294
-
Potential Capacity: (pcph)
715
Major LT, Minor TH
Impedance Factor:
0.99
Adjusted Impedance Factor:
0.99
Capacity Adjustment Factor
due to Impeding Movements
0.99
Movement Capacity: (pcph)
705
Intersection Pe
rformance Summary
Avg.
95°%
Flow Move Shared
Total
Queue
Approach
Rate Cap Cap
Delay
Length LOS
Delay
Movement (pcph) (pcph) (pcph)(s
ec/veh) (veh)
(sec/veh)
-
WB L 12 705 >
885
4.2
0.0 A
4.2
WB R 12 1187 >
SB L 18 1467
2.5
0.0 A
0.2
Intersection Delay = 0.4 sec/veh
HCS: Unsignalized Intersections Release 2.1d SWZALIb - hcu rage 1
LEIGH, SCOTT & CLEARY, INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) TABOR STREET
(E-W) 46TH
AVENUE
Major Street Direction....
NS
Length of Time Analyzed...
15 (min)
Analyst
MRM
Date of Analysis..........
3/21/97
Other Information.........
2015
BAC
KGROUND PLUS SITE-GENERATED TRA
FFIC,
AM
PEAK
Two-way Stop-controlled Int
ersection
Northbound I
Southbound
I Eastbound
I Westbound
1 L T R I
L T
R
i L T R
1 L T R
I----
1---- ----I
No. Lanes 10 1 < 0 1
0 > 1
0
-I---- -
0 0 0
11 > 0 < 0
Stop/Yield 1 NI
NI
I
Volumes 150 121
16 75
1
23 30
PHF .95 .951
.95 .95
1
.95 .95
Grade 1 0 1
0
1
I 0
MC's (o) I I
I
1
SU/RV's (%)I I
I
CV's I I
1
PCE's 1 1
1.10
1
11.10 1.10
Adjustment Factors
Vehicle
Maneuver
Left Turn Major Road
Right Turn Minor Road
Through Traffic Minor Road
Left Turn Minor Road
Critical
Follow-up
Gap (tg)
Time (tf)
5.00
2.10
5.50
2.60
6.00
3.30
6.50
3.40
HCS: Unsignalized Ir rsections Release 2.1d SW2AM15.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street
-
WB EB
-
-
Conflicting Flows: (vph)
164
Potential Capacity: (pcph)
1143
Movement Capacity: (pcph)
1143
Prob. of Queue-Free State:
0.97
Step 2: LT from Major Street
SB NB
Conflicting Flows: (vph)
171
Potential Capacity: (pcph)
1421
Movement Capacity: (pcph)
1421
Prob. of Queue-Free State:
0.99
TH Saturation Flow Rate: (pcphpl)_
1700
RT Saturation Flow Rate: (pcphpl)
Major LT Shared Lane Prob.
of Queue-Free State:
0.99
Step 4: LT from Minor Street
WB EB
Conflicting Flows: (vph)
260
Potential Capacity: (pcph)
749
Major LT, Minor TH
Impedance Factor:
0.99
Adjusted Impedance Factor:
0.99
Capacity Adjustment Factor
due to Impeding Movements
0.99
Movement Capacity: (pcph)
738
Flow
Rate
Movement
(pcph)
WB L
26
WB R
35
SB L
19
Intersection Performance Summary
Avg. 95%
Move Shared Total Queue Approach
Cap Cap Delay Length LOS Delay
(pcph) (pcph)(sec/veh) (veh) (sec/veh)
738 >
1143 >
1421
Intersection Delay
926 4.2
2.6
0.1 A 4.2
0.0 A 0.5
0.9 sec/veh
HCS: Unsignalized Intersections Release 2.1d SW3AM97.HC0 Page 1
LEIGH, SCOTT & CLEARY, INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) SWADLEY STREET
(E-W)
46TH
AVENUE
Major Street Direction..
EW
Length of Time Analyzed.
15 (min)
Analyst.....
MRM
Date of Analysis........
3/20/97
Other Information
1997 EXISTING
TRAFFIC, AM
PEAK
Two-way Stop-controlled
Intersection
Eastbound
I Westbound
I Northbound
Southbound
L T R
I L T R
I L T
R
I L T
R
-
I----
No. Lanes 1 0 > 1 0
--I----
1 0 1 < 0
-I----
1 0 0
0
I----
1 1 > 0
< 0
Stop/Yield I
NI
NI
I
Volumes 1 20 0
1 1
01
1 0
35
PHF 1 .95 .95
1 .95 .951
.95
.95
Grade 1 0
1 0
1
0
MC's (`o) I
I
I
SU/RV's (o)I
I
I
CV's I
I
I
I
PCE's 11.10
I
I
11.10
1.10
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
-
Gap (tg)
Time (tf)
Left Turn Major
-
Road
5.00
2.10
Right Turn Minor
Road
5.50
2.60
Through Traffic
Minor Road
6.00
3.30
Left Turn Minor
Road
6.50
3.40
HCS: Unsignalized In' rsections Release 2.1d SW3AM97.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street NB SB
Conflicting Flows:
(vph)
1
Potential Capacity:
(pcph)
1383
Movement Capacity:
(pcph)
1383
Prob. of Queue-Free
State:
0.97
Step 2: LT from Maj
or Street WB
EB
Conflicting Flows:
(vph)
1
Potential Capacity:
(pcph)
1712
Movement Capacity:
(pcph)
1712
Prob. of Queue-Free
State:
0.99
TH Saturation Flow
Rater (pcphpl)
1700
RT Saturation Flow
Rate: (pcphpl)
Major LT Shared Lan
e Prob.
of Queue-Free Stat
e:
0.99
Step 4: LT from Min
or Street NB
-
SB
Conflicting Flows:
-
(vph)
22
Potential Capacity:
(pcph)
1028
Major LT, Minor TH
Impedance Factor:
0.99
Adjusted Impedance
Factor:
0.99
Capacity Adjustment
Factor
due to Impeding Mo
vements
0.99
Movement Capacity:
(pcph)
1014
Intersection Performance Summary
Avg.
95%
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length
LOS Delay
Movement
(pcph)
(pcph)
(pcph)(sec/veh)
(veh)
(sec/veh)
SB L
0
-
1014
>
1383 2.7
0.0
A 2.7
SB R
41
1383
>
EB L
23
1712
2.1
0.0
A 2.1
Intersection Delay = 2.4 sec/veh
RIO. UI1J 11J. 11Q114CU 1111.GtJGl. 1.1 ViiJ 11GIC G.'u JWJr"Iv I". ,.'JG
LEIGH, SCOTT & CLEAR`; INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) SWADLEY STREET
(E-W)
46TH
AVENUE
Major Street Direction..
EW
Length of Time Analyzed.
15 (min)
Analyst
MRM
Date of Analysis........
3/20/97
Other Information
1997 EXISTING
TRAFFIC, PM
PEAK
Two-way Stop-controlled
Intersection
Eastbound
I Westbound
I Northbound
I Southbound
L T R
I L T R
I L T
R
I L T
R
-
I----
No. Lanes 1 0 > 1 0
--I----
1 0 1 < 0
-I----
1 0 0
0
i
11 > 0
< 0
Stop/Yield I
NI
NI
I
Volumes 1 26 3
1 1
11
2
13
PHF 1 .95 .95
.95 .951
1 .95
.95
Grade 1 0
1 0
1
0
MC's (o) I
I
I
I
SU/RV's (%)I
I
I
CV's (°s) I
I
I
PCE's 11.10
i
11.10
1.10
Adjustment Factors
Vehicle
Maneuver
Left Turn Major Road
Right Turn Minor Road
Through Traffic Minor Road
Left Turn Minor Road
Critical
Follow-up
Gap (tg)
Time (tf)
5.00
2.10
5.50
2.60
6.00
3.30
6.50
3.40
HCS: Unsignalized In rsections Release 2.1d SW3PM97.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street NB SB
Conflicting Flows: (vph)
2
Potential Capacity: (pcph)
1381
Movement Capacity: (pcph)
1381
Prob. of Queue-Free State:
0.99
------------------------7
Step 2: LT from Major Street WB
EB
Conflicting Flows: (vph)
2
Potential Capacity: (pcph)
1711
Movement Capacity: (pcph)
1711
Prob. of Queue-Free State:
0.98
TH Saturation Flow Rate: (pcphpl)
1700
RT Saturation Flow Rate: (pcphpl)
Major LT Shared Lane Prob.
of Queue-Free State:
0.98
Step 4: LT from Minor Street NB
SB
Con£licting Flows: (vph)
32
Potential Capacity: (pcph)
1015
Major LT, Minor TH
Impedance Factor:
0.98
Adjusted Impedance Factor:
0.98
Capacity Adjustment Factor
due to Impeding Movements
0.98
Movement Capacity: (pcph)
997
Intersection Performance Summary
Avg.
95%
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length
LOS Delay
Movement
(pcph)
(pcph)
(pcph)(sec/veh)
(veh)
(sec/veh)
SB L
2
997
>
1321 2.8
0.0
A 2.8
SB R
15
1381
>
EB L
30
1711
2.1
0.0
A 1.9
Intersection Delay = 2.1 sec/veh
HCS: Unsignalized Int-sections Release 2.1d SW3AM99.HC0 Page 1
LEIGH, SCOTT & CLEARY, INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets;. (N-S) SWADLEY STREET
(E-W) 46TH
AVENUE
Major Street Direction....
EW
Length of Time Analyzed...
15 (min)
Analyst
MRM
Date of Analysis..........
3/20/97
Other Information.........
EXISTING PLUS SITE-GENER
ATED TRAFFIC, A
M PEAK
Two-way Stop-controlled Int
ersection
1 Eastbound 1
Westbound
Northbound
Southbound
1 L T R I
L T R i
L T R
-
I L T R
I----
No. Lanes 1 0 > 1 0 1
0 1 < 0 1
0 0 0
1 > 0 < 0
Stop/Yield I NI
N1
0 35
Volumes 1 20 3 1
14 21
1
95
95
PHF 1 .95 .95 1
.95 .951
.
1 .
Grade 1 0 1
0 1
I 0
MC's (°s) I I
1
SU/RV's (o)I I
I
CV's (o) I I
PCE's 11.10 I
I
I
1
11.10 1.10
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
Left Turn Major
Road
5.00
2.10
Right Turn Minor
Road
5.50
2.60
Through Traffic
Minor Road
6.00
3.30
Left Turn Minor
Road
6.50
3.40
HCS: Unsignalized Intersections Release 2.1d SW3PM99.HC0 Page 1
LEIGH, SCOTT & CLEARY, INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) SWADLEY STREET
(E-W) 46TH
AVENUE
Major Street Direction....
EW
Length of Time Analyzed...
15 (min)
Analyst
MRM
Date of Analysis..........
3/20/97
Other Information.........
EXISTING PLUS SITE-GENERATED TRAFFIC, P
M PEAK
Two-way Stop-controlled Intersection
Eastbound 1
Westbound I
Northbound
1 Southbound
L T R i
L T R i
L T R
I L T R
I---- ----I
No. Lanes 1 0 > 1 0 1
----I
0 1 < 0 1
0 0 0
I
1 1 > 0 < 0
Stop/Yield 1 NI
NI
I
Volumes 1 26 16 I
6 21
1 3 13
PHF 1 .95 .95
.95 .951
1 .95 .95
Grade I 0 I
0 1
1 0
MC's I I
I
I
SU/RV's (%)I I
I
I
CV's I I
I
PCE's 11.10 1
I
11.10 1.10
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
-
Time (tf)
Left Turn Major
Road
-
5.00
2.10
Right Turn Minor
Road
5.50
2.60
Through Traffic
Minor Road
6.00
3.30
Left Turn Minor
Road
6.50
3.40
HCS: Unsignalized In-, sections Release 2.1d SW3PM99.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street NB SB
Conflicting Flows: (vph)
7
Potential Capacity: (pcph)
1373
Movement Capacity: (pcph)
1373
Prob. of Queue-Free State:
0.99
Step 2: LT from Major Street WB
EB
Conflicting Flows: (vph)
8
Potential Capacity: (pcph)
1699
Movement Capacity: (pcph)
1699
Prob. of Queue-Free State:
0.98
TH Saturation Flow Rate: (pcphpl)
1700
RT Saturation Flow Rate: (pcphpl)
Major LT Shared Lane Prob.
of Queue-Free State:
0.98
Step 4: LT from Minor Street NB
SB
Conflicting Flows: (vph)
51
Potential Capacity: (pcph)
989
Major LT, Minor TH
Impedance Factor:
0.98
Adjusted Impedance Factor:
0.98
Capacity Adjustment Factor
due to Impeding Movements
0.98
Movement Capacity: (pcph)
971
Intersection Performance Summary
Avg.
95%
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length
LOS Delay
Movement
(pcph)
(pcph)
(pcph)(sec/veh)
(veh)
(sec/veh)
SB L
3
971
>
1284 2.8
0.0
A 2.8
SB R
15
1373
>
EB L
30
1699
2.2
0.0
A 1.3
Intersection Delay = 1.5 sec/veh
HCS: Unsignalized Intersections Release 2.1d SW3AM15B.HC0 Page 1
LEIGH, SCOTT & CLEARY, INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) SWADLEY STREET
(E-W) 46TH
AVENUE
Major Street Direction..
EW
Length of Time Analyzed.
15 (min)
Analyst
MRM
Date of Analysis........
3/21/97
Other Information
2015 BACKGROUND
TRAFFIC, AM PE
AK
Two-way Stop-controlled
Intersection
1 Eastbound
1 Westbound 1
Northbound
I Southbound
I L T R
I L T R I
L T R
-
L T
i----
R
-
No. Lanes 1 0 > 1 0
--I---- ----I
1 0 1 < 0 1
0 0 0
1 > 0
< 0
Stop/Yield
NI NI
I
Volumes I 20 0
I 5 01
0
35
PHF .95 .95
1 .95 .951
1 .95
.95
Grade I 0
1 0 1
1
0
MC's (a) I
I I
SU/RV's (o)I
I I
I
CV's (o) i
PCE's 11.10
I 1
11.10
1.10
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
Left Turn Major
Road
5.00
2.10
Right Turn Minor
Road
5.50
2.60
Through Traffic
Minor Road
6.00
3.30
Left Turn Minor
Road
6.50
3.40
HCS: Unsignalized Int 'sections Release 2.1d SW3PM15B.HC0 Page 1
LEIGH, SCOTT & CLEARY, INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) SWADLEY STREET
(E-W) 46TH
AVENUE
Major Street Direction..
EW
Length of Time Analyzed.
15 (min)
Analyst
MRM
Date of Analysis........
3/21/97
Other Information
2015 BACKGROUND
TRAFFIC, PM PE
AK
Two-way Stop-controlled
Intersection
Eastbound
I Westbound I
Northbound
Southbound
L T R
I L T R I
L T R
I L T
R
-
I----
No. Lanes 1 0 > 1 0
--I---- ----i
1 0 1 < 0 1
0 0 0
I
11 > 0
< 0
Stop/Yield
N) NI
Volumes 1 30 5
5 51
5
15
PHF .95 .95
1 .95 .951
I .95
.95
Grade I 0
I 0 1
I
0
MC's I
I I
I
SU/RV's (%)I
I I
I
CV's
I I
i
PCE's 11.10
I
11.10
1.10
Adjustment Factors
Vehicle
Maneuver
Left Turn Major Road
Right Turn Minor Road
Through Traffic Minor Road
Left Turn Minor Road
Critical
Follow-up
Gap (tg)
Time (tf)
5.00
2.10
5.50
2.60
6.00
3.30
6.50
3.40
HCS: Unsignalized In4 -sections Release 2.1d SW3PM15B.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street NB SB
Conflicting Flows:
(vph)
8
Potential Capacity:
(pcph)
1372
Movement Capacity:
(pcph)
1372
Prob. of Queue-Free
State:
0.99
Step 2: LT from Maj
or Street WB
EB
Conflicting Flows:
(vph)
10
Potential Capacity:
(pcph)
1696
Movement Capacity:
(pcph)
1696
Prob. of Queue-Free
State:
0.98
- _TH_Saturation Flow
Rate:(pcphpl)
1700
RT Saturation Flow
Rate: (pcphpl)
Major LT Shared Lan
e Prob.
of Queue-Free Stat
e:
0.98
-
Step 4: LT from Min
or Street NB
SB
-
Conflicting Flows:
(vph)
44
Potential Capacity:
(pcph)
998
Major LT, Minor TH
Impedance Factor:
0.98
Adjusted Impedance
Factor:
0.98
Capacity Adjustment
Factor
due to Impeding Mo
vements
0.98
Movement Capacity:
(pcph)
977
Intersection Performance Summary
Avg.
950
Flow
Move
Shared Total
Queue Approach
Rate
Cap
Cap Delay
Length LOS Delay
Movement (pcph)
(pcph)
(pcph)(sec/veh)
-
(veh) (sec/veh)
SB L 6
977
-
>
SB R 18 1372 >
1246 2.9
0.0 A 2.9
0.0 A 1.9
EB L 35 1696 2.2
Intersection Delay = 1.9 sec/veh
HCS: Unsignalized Intersections Release 2.1d SW3AM15.HC0 Page 1
LEIGH, SCOTT & CLEARY, INC.
1889 York Street
Denver, CO 80206-
Ph: (303) 333-1105
Streets: (N-S) SWADLEY STREET
(E-W)
46TH
AVENUE
Major Street Direction....
EW
Length of Time Analyzed...
15 (min)
Analyst
MRM
Date of Analysis..........
3/21/97
Other Information.........
2015
BACKGROUND PLUS
SITE-GENERATED
TRA
FFIC,
AM PEAK
Two-way Stop-controlled Intersection
Eastbound I
Westboun
d I Northbou
nd
Southbound
L T R I
L T
R I L T
R I
L T
-
R
I---- ----I
No. Lanes 1 0 > 1 0 1
0 1 <
----i----
0 1 0 0
----I
0 1
1 > 0 <
0
Stop/Yield I NI
NI
I
Volumes 1 20 3 1
18
21
I
0
35
PHF 1 .95 .95
.95
.951
1
.95
.95
Grade 1 0 1
0
1
1
0
MC's (o) I I
I
I
SU/RV's (o)I
CV's (°s) I
PCE's 11.10
I I
I 11.10 1.10
Adjustment Factors
Vehicle
Maneuver
Left Turn Major Road
Right Turn Minor Road
Through Traffic Minor
Left Turn Minor Road
Critical
Follow-up
Gap (tg)
Time (tf)
5.00
2.10
5.50
2.60
Road 6.00
3.30
6.50
3.40
Counter Measures
Site Code :
PAGE: I
N-S Street:
T48OR
FILE: TAB044TH
E-W Street:
44TH AVE
Movements by:
Primary
DATE: 3/13/97
Time
Fr
om Nor
th
From East
Fr
om South
From West
Vehicle
Begin
RT
THRU
LT
RT
THRU
LT
RT
THRU
-
LT
RT
THRU
LT
Total
6:30
11
0
4
4
93
0
0
-
-
1
0
0
73
7
193
6:45
11
0
3
4
80
0
0
0
0
0
89
11
198
HR TOTAL
22
0
7
8
173
0
0
1
0
0
162
18
391
7:00 AM
11
0
7
13
57
0
1
0
0
0
94
11
194
7:15
8
0
6
7
64
0
0
1
0
0
95
15
196
7:30
15
0
7
12
80
0
0
1
1
0
104
26
246
7:45
9
0
6
16
92
0
2
0
0
1
113
31
270
HR TOTAL
43
0
26
48
293
0
3
2
1
1
406
83
906
8:00 AM
12
0
8
11
79
0
0
1
0
0
100
15
226
8:15
10
0
10
5
73
0
2
0
0
0
108
13
221
Break
10:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
Break
4:00 PM
14
0
9
9
99
1
1
0
0
1
139
17
290
4:15
l5
0
5
11
103
2
0
0
0
1
167
22
326
4:30
17
0
9
10
110
1
0
0
0
0
146
14
307
4:45
15
0
10
13
101
0
0
0
0
0
156
14
309
HR TOTAL
61
0
33
43
413
4
1
0
0
2
608
67
1232
5:00 PM
30
0
14
16
104
0
1
0
0
0
158
15
338
5:15
22
0
10
11
123
1
0
0
0
0
186
18
371
5:30
16
0
9
8
109
2
0
0
1
0
134
20
299
5:45
19
0
5
8
130
2
1
0
1
1
124
20
311
HR TOTAL
87
0
38
43
466
5
2
0
2
1
602
73
1319
DAY TOTAL 235 0 122 158 1497 9 8 4 3 4 1986 269 4295
Counter Measures
Site Code
N-S Street: TABOR
E-W Street: 44TH AVE
Moments by: PTilary
PEAK
PERIOD ANALYSIS
FOR THE PERIOD: 6:30
AM - 8:30 AM
DIRECTION
START
PEAK HR
VOLUMES
PERCENTS
FROM
PEAK HOUR
FACTOR
Right Thru Left
Total
Right
Thru
Left
North
7:30
AM
0.88
46 0 31
77
60
0
40
East
7:30
AM
0.85
44 324 0
368
12
88
0
South
7:30
AN
0.88
4 2 1
7
57
29
14
West
7:30
AM
0.88
1 425 85
511
0
83
17
Entire Intersection
North
7:30
AM
0.88
46 0 31
11
60
0
40
East
0.85
44 324 0
368
12
88
0
South
0.88
4 2 1
7
57
29
14
West
0.88
1 425 85
511
0
83
17
46 0 31
77
ddTW GVF'
85
425
511
1
J
TABOR
0
44TH AVE
r 44
368 324
L
F- 77
1 1 2 1 4
PAGE: I
FILE: TA8044TH
DATE: 3/13/97
Site Code :
N-5 Street: TABOR
E-W Street: 44TH AVE
Counter Measures
Movements by: Primary
PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM
DIRECTION
START
PEAK HR
VOLUMES .
PERCENTS
FROM
PEAK HOUR
FACTOR
Right
Thru Left
Total
Right
Thru
Left
North
4:30 PM
0.72
84
0 43
127
66
0
34
East
5:00 PM
0.92
43
466 5
514
8
91
1
South
5:00 PH
0.50
2
0 2
4
50
0
50
West
4:30 PM
0.87
0
646 61
707
0
91
9
Entire
Intersection
North
4:30 PM
0.72
84
0 43
127
66
0
34
East
0.91
SO
438 2
490
10
89
0
South
0.25
1
0 0
1
%100
0
0
West
0.87
0
646 61
707
0
91
9
84 0 43
127
44TH AVE
61
646 707
of
TABOR
r 50
490 438
L 2
44TH AVE
F 1
0 0 1 1
PAGE: I
FILE: TAB044TH
DATE: 3/13/97
Site Code
N-S Street: TABOR
E-W Street: 46TH AYE
From North
RT THRU LT
0 13 2
0 12 2
0 25 4
0 IB 1
0 I1 2
0 19 2
0 13 2
0 61 7
0 13 6
0 16 4
Counter Measures
Movements by: Primary
From East
from South
RT
THRU
LT
RT
THRU
LT
3
0
2
0
13
0
2
0
5
0
15
0
5
0
7
0
28
0
2
0
5
4
20
0
4
0
4
0
22
0
6
0
3
2
37
0
8
0
3
1
46
0
20
0
15
7
125
0
4
0
2
2
25
0
5
0
5
3
15
0
Break
From West
RT THRU LT
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
PAGE: 1
FILE: T48046TH
DATE: 3/12/97
Vehicle
Total
33
36
69
50
43
69
73
235
52
48
4:00 PM
0
18
2
6
0
4
4
22
0
0
0
0
56
4:15
0
19
3
1
0
2
8
25
0
0
0
0
58
4:30
0
22
5
2
0
4
3
21
0
0
0
0
57
4:45
0
23
4
1
0
2
4
24
0
0
0
0
58
HR TOTAL
0
82
14
10
0
12
19
92
0
0
0
0
229
5:00 PM
0
42
2
2
0
2
5
26
0
0
0
0
79
5:15
0
30
2
1
0
1
7
22
0
0
0
0
63
5:30
0
22
2
3
0
3
5
23
0
0
0
0
58
5:45
0
20
2
1
0
4
5
24
0
0
0
0
56
HR TOTAL
0
114
8
7
0
10
22
95
0
0
0
0
256
DAY TOTAL 0 311 43 51 0 51 53 380 0 0 0 0 889
Counter Measures
Site Code
N-S Street: TABOR
E-W Street: 46TH AYE
Movements by: Primary
PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:30 AM - 8:30 AM
DIRECTION
START
PEAK HR
VOLUMES .
PERCENTS
FROM
PEAK HOUR
FACTOR
Right
Thru Left
Total
Right
Thru
Left
North
7:30 AM
0.89
0
61 14
75
0
81
19
East
7:30 AM
0.82
23
0 13
36
64
0
36
South
7:30 AM
0.70
8
123 0
131
6
94
0
West
7:30 AM
0.00
0
0 0
0
0
0
0
Entire
Intersection
North
7:30 AM
0.89
0
61 14
75
0
81
19
East
0.82
23
0 13
36
64
0
36
South
0.70
8
123 . 0
131
6
94
0
West
0.00
0
0 0
0
0
0
0
0
AATN &VP
0
-0 1
0
TABOR
61 I 14
75 1
r
36
L
F 131
0 1 123 I 8
23
0
PAGE: 1
FILE: TABO46TH
DATE: 3/12/97
13
AATU GVF
Site Code :
N-5 Street: TABOR
E-W Street: 46TH AVE
Counter Measures
Movesents by: Privary
PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:30 PM - 5:30 PM
DIRECTION
START
PEAK HR
VOLUMES .
PERCENTS
FROM
PEAK HOUR
FACTOR
Right
Thru Left
Total
Right
Thru
Left
North
4:30 PM
0.74
0
117 13
130
0
90
10
East
4:30 PM
0.63
6
0 9
15
40
0
60
South
4:30 PM
0.90
19
93 0
112
17
83
0
West
4:30 PM
0.00
0
0 0
0
0
0
0
Entire
Intersection
North
4:30 PM
0.74
0
117 13
130
0
90
10
East
0.63
6
0 9
15
40
0
60
South
0.90
19
93 0
112
17
83
0
West
0.00
0
0 0
0
0
0
0
TABOR
0 117 13
L 130 I
J
0
0 0
o~
F
L
F 112
0 1 93 1 19
TABOR
46TH AVE
6
0
PAGE: 1
FILE: TAB046TH
DATE: 3/12/97
9
BATH &VP
Site Code :
N-S Street: SWADLEY
E-W Street: 46TH AVE
Time
From North
Begin
RT
THRU
LT
6:30
5
0
0
6:45
7
0
0
HR TOTAL
12
0
0
7:00 AM
7
0
0
7:15
8
0
0
7:30
8
0
0
7:45
11
0
0
NR TOTAL
34
0
0
8:00 AM
6
0
0
8:15
10
0
0
Counter Measures
Movements by:
Primary
-
Fr
om East
-
Fr
om South
Fr
-
om West
RT
THRU
LT
RT
THRU
LT
RT
THRU
LT
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
4
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
2
0
1
0
0
0
0
0
0
4
0
0
0
0
0
0
0
0
3
0
1
0
0
0
0
0
0
11
0
0
0
0
0
0
0
0
9
0
0
0
0
0
0
0
0
4
Break
4:00 PM
10
0
0
0
0
0
0
0
0
0
1
5
4:15
2
0
0
0
0
0
0
0
0
0
1
9
4:30
5
1
0
0
1
0
0
0
0
0
0
8
4:45
2
1
0
0
0
0
0
0
0
0
2
5
HR TOTAL
19
2
0
0
1
0
0
0
0
0
4
27
5:00 PM
4
0
0
0
0
0
0
0
0
0
0
6
5:15
2
0
0
1
0
0
0
0
0
0
1
7
5:30
6
0
0
0
0
0
0
0
0
0
0
5
5:45
5
0
0
0
0
0
0
0
0
0
1
5
HR TOTAL
17
0
0
1
0
0
0
0
0
0
1
23
PAGE: 1
FILE: SWAD46:
DATE: 3/12/
Vehicle
Total
7
9
16
9
10
13
14
46
15
14
16
12
15
10
55
10
11
11
11
43
DAY TOTAL 98 2 0 1 2 0 0 0 0 0 6 78 187
Site Code :
N-5 Street: SWADLEY
E-W Street: 46TH AVE
Counter Measures
Movements by: Primary
PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:30 PM - 5:30 PM
DIRECTION
START
PEAK HR
VOLUMES .
PERCENTS
FROM
PEAK HOUR
FACTOR
Right
Thru Left
Total
Right
Thru
Left
North
4:30 PM
0.63
13
2 0
15
87
13
0
East
4:30 PM
0.50
1
1 0
2
50
50
0
South
4:30 PM
0.00
0
0 0
0
0
0
0
West
4:30 PM
0.91
0
3 26
29
0
10
90
Entire
Intersection
North
4:30 PM
0.63
13
2 0
15
87
13
0
East
0.50
1
1 0
2
50
50
0
South
0.00
0
0 0
0
0
0
0
West
0.91
0
3 26
29
0
10
90
13 2 0
L
15
2<?(::
ci.ioni cv
F
0
SWADLEY
PAGE: 1
FILE: SWAD46TH
DATE: 3/12/97
r 1
2 1
L
46TH AVE
0
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FLOOD PLAIN _ iOC-'EA.R FLOOD PLAIN li
aATE LOCATION) - I N' I EA7 I~IDGE ROXIMA C LOCATION)
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o,.
T LINE -as* Revision: December 22. '99~ - - - - WATER FE4TURE.
EATURE DENOTES MUL7;P G ADDREI
MULTIPLE ADDRESSES -
IT OF P.hWO!$ AO J^_'VL' OPNP - 73512851
The City of
Wheat ADMINISTRATIVE PROCESS APPLICATION
~Rido a Department of Planning and Development
6 7500 West 29th Ave., Wheat Ridge, CO 80033
Phone (303) 237-6944
Applicant4Ts,Val4A, Q67- q„T¢
~n~~;e,.c%crAddress ~~'`S ~a,t- Phone
Owner Address Phone
9 13/4- C~fzaYltmr
Location of request NF H.~6r~+ oZp WV i6,fc, e, 6 ,1, vvmd .j a:oe'o
Type of action requested (check one or more of the actions listed below
which pertain to your request.)
❑ Change of zone or zone conditions
Site development plan approval
Special use permit
Conditional use permit
Temporary use/building permit
Minor subdivision
Subdivision
H Preliminary
Final
See attached procedural guide
for specific requirements.
:ailed Description of request
I
List all persons and companies who hold an interest in the described real
property, as owner, mortgagee, lessee, optionee, etc.
NAME
ADDRESS
PHONE
`T (o / 70 q--4-
3
-yf Gab
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 power-of-attorney from the owner'
which approved of this action on his behalf.
r
Signature of Applicant
Subscribed and sworn
this ; V day
My commission expires thrz (C~DO~
Receipt No. 3 - 3 - j$ Case No.
® Variance/Waiver
Nonconforming use change
❑ Flood plain special exception
Interpretation of code
Zone line modification
Public Improvement Exception
Street vacation
Miscellaneous plat
Solid waste landfill/
mineral extraction permit
❑ Other
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DESCRIPTION FOR LOT 2
THAT PORTION OF LOT 131 LEES SUBDIVISION,. A SUBDIVISION RECORDED
IN THE JEFFERSON COUNTY'RECORDS IN PLAT BOOK 2 AT'PAGE 23, CITY
OF. WHEAT RIDGE, JEFFERSON COUNTY, COLORADO DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST ONE-QUARTER .CORNER.OF SECTION.10, TOWNSHIP
3 SOUTH, RANGE 69 WEST OF THE6TH P.M.: THENCE N.00031'29"W. ON
AN ASSUMED BEARING, ALONG THE EAST LINE OF THE NORTHEAST ONE-
QUARTER OF SAID SECTION 10 A DISTANCE OF 653,34 FEET TO THE
SOUTHEAST CORNER OF SAID LOT 13; THENCE 1,89005150"W: ALONG THE
SOUTH LINE OF SAID LOT 13 A DISTANCE OF 2,09 FEET TO THE A POINT
OF THE SOUTHERLY EXTENSION OF AN EXISTING FENCE LINE; THENCE
14.00014'21"W. ALONG SAID EXISTING FENCE LINE AND IT'S SOUTHERLY
EXTENSION A DISTANCE OF 169.29 FEET TO THE TRUE POINT OF
BEGINNING; THENCE CONTINUING ALONG AN EXISTING FENCE
N.00026'20"W. A DISTANCE OF 167.06 FEET; THENCE S.89°10147"W. A
DISTANCE OF 118,76 FEET; THENCE S.00031'29"E, A DISTANCE OF
141.21 FEET; THENCE 14.86001'251'E, A DISTANCE OF 18.62 FEET;
THENCE S,00022'16"E: A DISTANCE OF 24.86 FEET; THENCE
5,891140100"E, A DISTANCE OF 100.00 FEET TO THE TRUE POINT OF
BEGS CONTAINING AN AREA OF 19,228 SQUARE FEET OR 0.441
ACRES MORE OR LESS.
PREPARED BY:
STEVEN D. LISTER
FOR AND ON BEHALF OFi
LANE ENGINEERING SERVICE,
9560 WEST 14TH AVENUE
LAKEWOOD, COLORADO
30J-233-4042
INC,
PROJECT F79-1,2
PREPARED 11/20/1997
RECEPTION NO. F0520789
The City of
Wheat ADMINISTRATIVE PROCESS APPLICATION
~Ridare Department of Planning and Development
6 7500 West 29th Ave., Wheat Ridge, CO 80033
Phone (303) 237-6944
Applicant j/erb P;c .w a e~ Address 1t6gt 1.0-14~"Ave, tu.R. Phone365-431-cv%$
ple0t~'A 14
Owner GJe.4e.. ik 6 Fist ~mns~cr Address 111.41 w4H{ Ave Phone 3o3-Y3l-D 1$
Location of request
Type of action requested (check one or more of the actions listed below
which pertain to your request.)
❑ Change of zone or zone conditions
Site development plan approval
Special use permit
Conditional use permit
Temporary use/building permit
Minor subdivision
Subdivision
H Preliminary
Final
See attached procedural guide
for specific requirements.
U Nonconforming Nonconforming use change
Flood plain special exception
Interpretation of code
Zone line modification
Public Improvement Exception
Street vacation
Miscellaneous plat
Solid waste landfill/
mineral extraction permit
❑ Other
Detailed Description of request ju..41 t., g-41 A"- < See. deed
List all persons and companies who hold an interest in the described real
property, as owner, mortgagee, lessee, optionee, etc.
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 power-of-attorney from the owner
which approved of this action on his behalf.
Signature of Applicant
Subscribed and sworn t me this Lz day of
SEAL
My commission expires
Ro ivoA
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EXHIBIT A
DESCRIPTION FOR LOT 1
THAT PORTION OF LOT 13, LEES SUBDIVISION, A SUBDIVISION RECORDED
IN THE JEFFERSON COUNTY RECORDS IN PLAT BOOK 2 AT PAGE 23, CITY
OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST ONE-QUARTER CORNER OF SECTION 10, TOWNSHIP
3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.: THENCE N.00031129"W. ON
AN ASSUMED BEARING, ALONG THE EAST LINE OF THE NORTHEAST ONE-
QUARTER OF SAID SECTION 10 A DISTANCE OF 653.34 FEET TO THE
SOUTHEAST CORNER OF SAID LOT 13; THENCE N.89005'50"W. ALONG THE
SOUTH LINE OF SAID LOT 13 A DISTANCE OF 2.09 FEET TO THE TRUE
POINT OF BEGINNING; THENCE N.00014121"W. ALONG AN EXISTING FENCE
LINE AND IT'S SOUTHERLY EXTENSION A DISTANCE OF 169.29 FEET;
THENCE N.89040'00"W. A DISTANCE OF 100.00 FEET; THENCE
S.00022'18"E. A DISTANCE OF 168.30 FEET TO A POINT ON THE SOUTH
LINE OF SAID LOT 13; THENCE 5.89005150"E. ALONG SAID SOUTH LINE A
DISTANCE OF 99.63 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING
AN AREA OF 16,846 SQUARE FEET OR 0.387 ACRES, MORE OR LESS.
PREPARED BY:
STEVEN D. LISTER
FOR AND ON BEHALF OF:
LANE ENGINEERING SERVICE,
9500 WEST 14TH AVENUE
LAKEWOOD, COLORADO
303-233-4042
INC.
PROJECT F79-1.1
PREPARED 11/20/1997
~C
RECEPTION NO. F05R0790
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EXHIBIT A
DESCRIPTION FOR LOT 1
THAT PORTION OF LOT 13, LEES SUBDIVISION, A SUBDIVISION RECORDED
IN THE JEFFERSON COUNTY RECORDS IN PLAT BOOK 2 AT PAGE 23, CITY
OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO-DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST ONE-QUARTER CORNER OF SECTION 10, TOWNSHIP
3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.: THENCE N.00031129"W. ON
AN ASSUMED BEARING, ALONG THE EAST LINE OF THE NORTHEAST ONE-
QUARTER OF SAID SECTION 10 A DISTANCE OF 653.34 FEET TO THE
SOUTHEAST CORNER OF SAID LOT 13; THENCE N.89005'50"W. ALONG THE
SOUTH LINE OF SAID LOT 13 A DISTANCE OF 2.09 FEET TO THE TRUE
POINT OF BEGINNING; THENCE 14.00014'21"W. ALONG AN EXISTING FENCE
LINE AND IT'S SOUTHERLY EXTENSION A DISTANCE OF 169.29 FEET;
THENCE N.89040'00"W. A DISTANCE OF 100.00 FEET; THENCE
S.00022'18"E. A DISTANCE OF 168.30 FEET TO A POINT ON THE SOUTH
LINE OF SAID LOT 13; THENCE S.89005'50"E. ALONG SAID SOUTH LINE A
DISTANCE OF 99.63 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING
AN AREA OF 16,846 SQUARE FEET OR 0.387 ACRES, MORE OR LESS.
RECEPTION NO. F0520791
PREPARED BY:
STEVEN D. LISTER
FOR AND ON BEHALF OF
LANE ENGINEERING SERVICE,
9500 WEST 14TH AVENUE
LAKEWOOD, COLORADO
305-233-4042
INC.
PROJECT F79-1.1
PREPARED 11/20/1997
I
The City of
Wheat ADMINISTRATIVE PROCESS APPLICATION
GU 1~~ra Department of Planning and Development
_R 6 7500 West 29th Ave., Wheat Ridge, CO 80033
Phone (303) 237-6944
Applicant Zeln.,ra O. F:g1,~master Address (
~3vo w gg+~fl~c Phone 3~3-vav-5e~q
Owner Zelr,-,ca O• r-igl4 Rs~er Address 4, 2,yo w 38~k R~ Phone 3-3-TD.11-9661
Location of request 11(6&1 t~s 4 1 F~ C Sea `geed
Type of action requested (check one or more of the actions listed below
which pertain to your request.)
❑ Change of zone or zone conditions
Site development plan approval
Special use permit
Conditional use permit
Temporary use/building permit
Minor subdivision
Subdivision
8 Preliminary
Final
❑ See attached procedural guide
for specific requirements.
Detailed Description of request
8 Variance/Waiver
Nonconforming use change
❑ Flood plain special exception
Interpretation of code
Zone line modification
Public Improvement Exception
Street vacation
Miscellaneous plat
Solid waste landfill/
mineral extraction permit
❑ Other
List all persons and companies who hold an interest in the described real
property, as owner, mortgagee, lessee, optionee, etc.
NAME ADDRESS PHONE
Zelrwa lb. F y~}vncsk~ G3YO L, gS-O'A
303-41`~-5o6Q
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 power-of-attorney from the owner
which approved of this action on his behalf.
Signature of Applicant
Subscribed and sworn to me his 2-7 day of 19 ~b7
/ P Z I
SEAL Notary Public
My commission expires
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EXHIBIT A
DESCRIPTION FOR LOT 3
THAT PORTION OF LOT 13, LEES SUBDIVISION, A SUBDIVISION RECORDED
IN THE JEFFERSON COUNTY RECORDS IN PLAT BOOK 2 AT PAGE 23, CITY
OF WHEAT RIDGE, JEFFERSON COUNTY:,. COLORADO DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST ONE-QUARTER CORNER OF SECTION 10, TOWNSHIP
3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.:_ THENCE N.00.03112911W. ON
AN ASSUMED BEARING, ALONG THE EAST LINE OF THE NORTHEAST ONE-
QUARTER OF SAID SECTION 10 A DISTANCE OF 653.34 FEET TO THE
SOUTHEAST CORNER OF SAID LOT 13; THENCE N.8900515011W. ALONG THE
SOUTH LINE OF SAID LOT 13 A DISTANCE OF 101.72 FEET TO THE TRUE
POINT OF BEGINNING: THENCE N.00022'18"W. A DISTANCE OF 193.16
FEET; THENCE S.86001'25"W. A DISTANCE OF 18.62 FEET; THENCE
N.00031'29"W. A DISTANCE OF 141.21 FEET; THENCE S.89020'47"W. A
DISTANCE OF 211.40 FEET TO A POINT ON THE WEST LINE OF THAT TRACT
OF LAND DESCRIBED IN RECEPTION NUMBER 9211278.4 OF THE JEFFERSON
COUNTY RECORDS; THENCE S.00°26'27"E. A DISTANCE OF 134.10 FEET TO
THE SOUTHWEST CORNER.OF SAID TRACT; THENCE N..89013113"E A
DISTANCE OF 4.59 FEET TO A POINT ON THE WEST LINE OF THE EAST
ONE-HALF OF SAID LOT 13; THENCE: S:.00006'40"W._ ALONG SAID WEST
LINE A DISTANCE OF 192.42 FEET TO THE SOUTHWEST CORNER OF THE
EAST ONE-HALF OF SAID LOT 13; THENCE S.89005'50"E. A DISTANCE OF
227.28 FEET TO THE TRUE POINT OF BEGINNIN , CONTAINING AN AREA OF
72,549 SQUARE FEET OR 1.665 ACRES MORE OR LESS.
PREPARED BY:
STEVEN D. LISTER
FOR AND ON BEHALF OF:
LANE ENGINEERING SERVICE, INC.
9500 WEST 14TH AVENUE
LAKEWOOD, COLORADO
303-233-4042
PROJECT F79-1.3
PREPARED 11/21/1997
RECEPTION NO. F0520786
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EXHIBIT A
DESCRIPTION FOR LOT 3
THAT PORTION OF LOT 13, LEES SUBDIVISION, A SUBDIVISION RECORDED
IN THE JEFFERSON COUNTY RECORDS IN PLAT BOOK 2 AT PAGE 23, CITY
OF WHEAT RIDGE, JEFFERSON COUNTY,. COLORADO DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST ONE-QUARTER CQRNER.OF SECTION 10, TOWNSHIP
3 SOUTH, RANGE 69 WEST OF THE-6TH.P.M.: THENCE N.00131.129"W ON
AN ASSUMED BEARING, ALONG THE EAST LINE OF THE NORTHEAST ONE-
QUARTER OF SAID SECTION 10 A DISTANCE OF 653.34 FEET TO THE
SOUTHEAST CORNER OF SAID LOT 13; THENCE N.89005'50"W. ALONG THE
SOUTH LINE OF SAID LOT 13 A DISTANCE OF 101.72 FEET TO THE TRUE
POINT OF BEGINNING: THENCE N.00022118"W. A DISTANCE OF 193.16
FEET; THENCE S.86001'25"W. A DISTANCE OF 18.62 FEET; THENCE
N.00031129"W. A DISTANCE OF 141.21 FEET; THENCE S.89010147"W. A
DISTANCE OF 211.40 FEET TO A POINT ON THE WEST LINE OF THAT TRACT
OF LAND DESCRIBED IN RECEPTION NUMBER 92112784 OF THE JEFFERSON
COUNTY RECORDS; THENCE S.0012612711E. A DISTANCE OF 134.10 FEET TO
THE SOUTHWEST CORNER.OF SAID TRACT; THENCE N.89013113"E. A
DISTANCE OF 4.59 FEET TO A POINT ON THE WEST LINE OF THE EAST
ONE-HALF OF SAID LOT 13; THENCE S.00°06140"W.. ALONG SAID WEST
LINE A DISTANCE OF 192.42 FEET TO THE SOUTHWEST CORNER OF THE
EAST ONE-HALF OF SAID LOT 13; THENCE S.89005'50"E. A DISTANCE OF
227.28 FEET TO THE TR E POINT OF BE INNIN , CONTAINING AN AREA OF
72,549 SQUARE FEET OR 1.665 ACRES MORE OR LESS.
PREPARED BY:
STEVEN D. LISTER
FOR AND ON BEHALF OF:
LANE ENGINEERING SERVICE, INC.
9500 WEST 14TH AVENUE
LAKEWOOD, COLORADO
303-233-4042
PROJECT F79-1.3
PREPARED 11/21/1997
RECEPTION NO. F0520786
The City of
GWheat ADMINISTRATIVE PROCESS APPLICATION
~Rid~re Department of Planning and Development
B 7500 West 29th Ave., Wheat Ridge, CO 80033
Phone (303) 237-6944
Applicant„ aP18,/-e5 /GfYcr~gy? Address /j6OULlJ~f/o~y~Le Phone~o Y
Owner Jgy17C S 7~fYUe, v tj Address /j,1,,,If Z-~vt Phone z/ 51-2 ~oJ
Location of request
Type of action requested (check one or more of the actions listed below
which pertain to your request.)
❑ Change of zone or zone conditions
Site development plan approval
Special use permit
Conditional use permit
Temporary use/building permit
H Minor subdivision
Subdivision
H Preliminary
Final
❑ See attached procedural guide
for specific requirements.
Detailed Description of request
8 Variance/Waiver
Nonconforming use change
❑ Flood plain special exception
Interpretation of code
Zone line modification
Public Improvement Exception
Street vacation
Miscellaneous plat
Solid waste landfill/
mineral extraction permit
❑ Other
List all persons and companies who hold an interest in the described real
property, as owner, mortgagee, lessee, optionee, etc.
/ ADDRESS PHONE
y
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 power-of-attorney from the owner
which approved of this action on his behalf.
( i
pib~tbe d sw n to me this a y of 19 qjY
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WiLi{4v~~~.J~ Notary Public
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The City of
Wheat ADMINISTRATIVE PROCESS APPLICATION
~Ridare Department of Planning and Development
6 7500 West 29th Ave., Wheat Ridge, CO 80033
Phone (303) 237-6944
Applicant
Owner ,Sour-'-Address
Location of request
Type of action requested (check one
which pertain to your request.)
Z./
Phone
or more of the actions listed below
Change of zone or zone conditions
Site development plan approval
Special use permit
Conditional use permit
Temporary use/building permit
Minor subdivision
Subdivision
B Preliminary
Final
❑ See attached procedural guide
for specific requirements.
Detailed Description of request
Variance/Waiver
Nonconforming use change
Flood plain special exception
Interpretation of code
Zone line modification
Public Improvement Exception
Street vacation
Miscellaneous plat
Solid waste landfill/
mineral extraction permit
❑ Other
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 power-o£-attorney from the owner
which approved of this action on his behalf.
Signature icant o
S 7~
Yibeworn to me this a da of 19
Notary nhl;~.
Date
My commission expires /(lkyl0
Donn , ..1- WT.
l 0C w no.
List all persons and companies who hold an interest in the described real
property, as owner, mortgagee, lessee, optionee, etc.
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NO. Fva75976
LEGAL DESCRIPTION
FILE NO. 1071444
EXHIBIT A"
BEING A PORTION OF LOT 14, LEE'S SUBDIVISION, COUNTY OF JEFFERSON, STATE OF
COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER-OF THE EAST HALF OF LOT 14, MARKED BY A PIN
WITH AN ILLEGIBLE CAP; -
THENCE EAST ALONG THE NORTH LINE OF. AID LOT 14, A DISTANCE OF 155.37 FEET TO
A POINT FROM WHENCE THE NORTHEAST CORNER OF SAID LOT 14, MARKED BY A 1/2 INCH
GALVANIZED PIPE, IS A DISTANCE OF 175.64 FEET;
THENCE ON AN ANGLE TO THE RIGHT OF 90 DEGREES 18 MINUTES 05 SECONDS, A DISTANCE
OF 328.94 FEET;
THENCE ON AN ANGLE TO THE RIGHT OF 89 DEGREES 41 MINUTES 07 SECONDS, A DISTANCE
OF 155.49 FEET TO THE INTERSECTION WITH THE WEST LINE OF THE EAST HALF OF LOT
14;
THENCE ON AN ANGLE TO THE RIGHT OF 90 DEGREES 20 MINUTES 11 SECONDS AND ALONG
SAID WEST LINE, A DISTANCE OF 328.98 FEET TO THE POINT OF BEGINNING
COUNTY OF JEFFERSON,
STATE OF COLORADO.
I
• u Virl
City of Wheat Ridge
Planning and Development Department
Memorandum
TO: Greg Knudson
FROM: ~"Meredith Reckert
SUBJECT: Case Nos. WS-98-1 and WZ-98-6
DATE: March 2, 1998
The following is background information regarding the required review processes for the case
numbers referenced above:
1. Case No. WS-98-1: This is a request which was originally submitted as Case No. WS-
96-2 as an application for approval of a six lot subdivision of property located on 2.5 acres of
land at 11600 West 46th Avenue. The R-3 zoning was already in place and permits had been
issued for two fourplexes on the north side of the property which have recently been completed.
The subdivision and street dedication was required to allow the four additional buildings.
This case was approved by Planning Commission but continued indefinitely at City council so
the applicant could comply with a zoning condition placed on the property in 1980. The
applicant has submitted a new application (Case No. WS-98-1) for approval of a platting of the
entire 5 acres (11600 W. 46th Avenue and 11681 W. 44th Avenue) pursuant to City council
direction.
With the new submittal, the owners of the north portion (Jim and Dan Turgeon) are requesting
four additional building lots, but the property on the south half (Fightmaster) is platted to reflect
the three existing residences with no additional buildings proposed.
Although we have sent the case out on referral, the applicant is in the process of collecting all the
deeds. Once these have been submitted, I will forward them to you. Included with this memo is
support information from the original case file : drainage study and a traffic impact report fort the
Turgeon portion.
2. Case No. WZ-98-6: This is a request for approval of an amendment to the Mountain
Vista Planned Commercial Development final development plan. The proposal is to allow for
the construction of six additional duplex units and covered parking on the southern portion of the
property. This property was previously platted in 1992 (see Mountain Vista Retirement Village
Final Plat).
If there is additional information needed, please let me know.
1
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- - v--.-- - - f...---- - - - _ _ _
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r
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EXISTING ~~.~I~DING T O R ~M+A { N D 1 NGS ~ ~ ~ i I ~ ~ UN~'LArTED
HERBERT H. F #GHTI~~.ASTER GL
I ! t W . 44TH ~'~JENUE I i 64 I i 54 1 W. 4~i ; N AVENUE
~i ~~7~AT R i DGE , CO WHEAT cv ~ ~;~~:~~3 80033 WHEAT RIDGE , CO I , 5TE . ~~a ~i . ~ I TER , DO I~~REBY CERT I ~ 033 . ~,1~.;~TER S~J~D i ~ S I ON, ~r~S Mt,(~E UND 3J3) 431 -0l 18 -9^
I ~ ~ I Tr~~~r:T A , o,.;-, - _ _ ,r- _ r__._.__ t;~~?31._ 434-(~.! I$ (3~J37
Y,- r t. i - r _ .
i r J ~ 50 75 I culTlt7t~, ~-t~ _ _._._a 1
NANCY FIGHTMASTER
4455 SIMMS
t WHEAT RIDGE, CO
,~.~l~ i Q Q ~ LOT 3
a 72 .303 SQ . FT .
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i;fi~TA I L 4 ~
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7' IRRIGATION EASEMENT
SET 10.00 , R~CEPT 101~ 'J~J . 78 I ~J0 ! 23
WITNESS CORNER.. _ ~ 2 2 7 . 2 8
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EASEMENT, RECE
$5101317 ~ 851
C~P;`~'E DELTA ANGLE F~~C?!US ARC TANGENT
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C I 48°11'23` lS.04' (2.62' 6.7!' L
~ C 2 ~t~°11'23' 15.00' i2.62' 6.~f'
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I C 4 ~C7° 19'Q2" 15.04' 23.64` 15.8'
I C 2~c.°22"=~~' 45.C}0' 217.07' ACCORDING TO COLORADO L.~'vV, YOU MUST C DEFECT fN THIS SURVEY WITHIN THREE YE I N vv EVENT , ~r4~aY ANY ,~.~:.T I ON BASED UP4 k,10RE THAN TEN `~"~_.~RS FFC)~~ THE C~~n,TE
L !ivy BE R I PJG D I STANGE
L I N i'~° 10' 16"E 4.22' f
~ u~ N 00°22' i`y'W 24.~~' SS: ~07ES:
~ S 86°01'~}~"W 1$.62'
'~+;~S ACKNOWLEDGED BEFORE ME TH i S DAY I . { ~dCH t~~ i ;~'FTER REE;^a F; WITH CAP STH'~r1? ~aT u ~ ~ r_uT►~ncrcp ri c~incr.i~ V C 1 (_i..iTAAACTCR ~c3 ~~n 3H'~V~N TH~1S : e
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P O I N T E r., l_. S E J 2 .fix
RECORDER'S CERTIFICATION:
'°-`ems;. A I ..ON _F
a ,wnwge dower., +...w.. , u>uma, F ~ t { I L I N Ii . FIB OF
i t
< V AT --O'CLOCK
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t BY: y,
p~. CLERK DEPUTY f T 4
mod" a E H I t
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CITY OF WHEAT RIDGE
PLANNING AND DEVELOPMENT DEPARTMENT
INVOICE
NAME n l~lp 1 l~ri V1 DATE: - of
CASE NO.
FEE TYPE
FEE
C
OUNT
NUMBER
Application Submittal
See Fee Schedule
V lq!S
01-550-01-551
Publications/Notices
See Fee Schedule
/
01-550-02-551
24" x 36" Blue Line
$ 3.25
01-550-04-551
24" x 36" Mylar Copy
$ 6.00
01-550-04-551
Single Zoning Map
$ 2.00
01-550-04-551
Set of Zoning Maps
$20.00
01-550-04-551
11" x 17" Color Map
$ 2.00
01-550-04-551
Comp. Plan Maps
$ 2.00
01-550-04-551
Comp. Plan Book w/Map
$10.00
01-550-04-551
Fruitdale Valley Master Plan
$ 2.50
01-550-04-551
Subdivision Regulations
$ 4.50
01-550-04-551
Zoning Ordinance
$15.00 (does not
include annual updates)
01-550-04-551
Copies
$.15/page
01-550-04-551
Copy of Meeting Tapes
$25.00/tape
01-550-04-551
Miscellaneous:
01-550-04-551
TOTAL COST:
2c7