HomeMy Public PortalAboutPCP 2022-06-22Planning Commission
Regular Meeting Agenda
Fraser Town Hall, 153 Fraser Avenue and Virtually
Wednesday June 22, 2022
6:30 PM - 9:00 PM
NOTE: Times are approximate and agenda subject to
change
Watch the meeting live on Fraser's YouTube Channel
Participate in the meeting through our virtual platform
Zoom Meeting Information
Meeting ID:259 040 8013
Phone 1 -346 -248 -7799
Roll Call
Appointment Of Chair And Vice Chair
Planning Commission Chair And Vice Chair Appointment Memo.pdf
Approval Of Agenda
Consent Agenda
Minutes April 27, 2022
PCM 2022 -04 -27.Pdf
Sign In Sheet April 27, 2022.Pdf
Public Hearing And Possible Action
Middle Park Health - Fraser Health Center Mayor Site Plan
1. Planner Briefing.pdf
2. Public Notice.pdf
3. Land Use Application Forms.pdf
4. Referral Comments.pdf
5. Fraser, CO Municipal Code 19.4.190.Pdf
6. Resolution 2022 -06 -02.Pdf
7. Cover Letter.pdf
8. Major Site Plan Sheets.pdf
9. Middle Park Health - Fraser Exterior Finish Board.pdf
Koselig On Main Final Plat
01 Planner Briefing 6 -22 -2022.Pdf
02 PC Resolution 2022 -06 -01.Pdf
03 Agency Review Comments.pdf
04 Proof Of Publication.pdf
05 Final Plat And Site Plan.pdf
06 Conceptual Drawings And Site Plan.pdf
07 Civil Plans.pdf
08 Drainage Report.pdf
09 Cover Letter.pdf
10 Notice Sent To Neighbors.pdf
11 Residential Coverage.pdf
12 Traffic Impact Study.pdf
Open Forum
Other Business
Future Agenda Items
Adjourn
UPCOMING MEETING
WED. JULY 27, 2022 PLANNING COMMISSION
Please contact the Town Clerk to request accommodations to assist people with
disabilities to participate in public meetings. Listening devices for people with
hearing impairment are available upon request.
Town Clerk, Antoinette McVeigh 970 -531 -9943 or amcveigh@town.fraser.co.us
https://www.youtube.com/channel/UCs5aHnl7d -kk0j1cxV28DSg
https://us02web.zoom.us/j/2590408013
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Planning Commission Regular Meeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually Wednesday June 22, 2022 6:30 PM - 9:00 PM NOTE: Times are approximate and agenda subject to change Watch the meeting live on Fraser's YouTube Channel Participate in the meeting through our virtual platform Zoom Meeting Information Meeting ID:259 040 8013 Phone 1 -346 -248 -7799Roll CallAppointment Of Chair And Vice ChairPlanning Commission Chair And Vice Chair Appointment Memo.pdfApproval Of AgendaConsent AgendaMinutes April 27, 2022PCM 2022 -04 -27.PdfSign In Sheet April 27, 2022.PdfPublic Hearing And Possible ActionMiddle Park Health - Fraser Health Center Mayor Site Plan
1. Planner Briefing.pdf
2. Public Notice.pdf
3. Land Use Application Forms.pdf
4. Referral Comments.pdf
5. Fraser, CO Municipal Code 19.4.190.Pdf
6. Resolution 2022 -06 -02.Pdf
7. Cover Letter.pdf
8. Major Site Plan Sheets.pdf
9. Middle Park Health - Fraser Exterior Finish Board.pdf
Koselig On Main Final Plat
01 Planner Briefing 6 -22 -2022.Pdf
02 PC Resolution 2022 -06 -01.Pdf
03 Agency Review Comments.pdf
04 Proof Of Publication.pdf
05 Final Plat And Site Plan.pdf
06 Conceptual Drawings And Site Plan.pdf
07 Civil Plans.pdf
08 Drainage Report.pdf
09 Cover Letter.pdf
10 Notice Sent To Neighbors.pdf
11 Residential Coverage.pdf
12 Traffic Impact Study.pdf
Open Forum
Other Business
Future Agenda Items
Adjourn
UPCOMING MEETING
WED. JULY 27, 2022 PLANNING COMMISSION
Please contact the Town Clerk to request accommodations to assist people with
disabilities to participate in public meetings. Listening devices for people with
hearing impairment are available upon request.
Town Clerk, Antoinette McVeigh 970 -531 -9943 or amcveigh@town.fraser.co.us
https://www.youtube.com/channel/UCs5aHnl7d -kk0j1cxV28DSghttps://us02web.zoom.us/j/25904080131.2.Documents:3.4.a.Documents:5.a.
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MEMO TO:Planning Commission
FROM:Antoinette McVeigh, Town Clerk
DATE:June 16, 2022
SUBJECT:Appointment of the Chair and Vice Chair
MATTER BEFORE COMMISSION:
The Planning Commission shall elect a Chairperson and a Vice Chairperson annually.
ACTION REQUESTED:
Motion to appoint the Planning Commission Chair and Vice Chair.
BACKGROUND:
Fraser Municipal Code
ARTICLE 6 - Planning Commission
Sec. 2-6-20. - Members.
T h e P l a n n i n g C o m m i s s i o n s h a l l c o n s i s t o f t h e f o l l o w i n g m e m b e r s :
( 1 ) T h e M a y o r s h a l l s e r v e a s a n e x o f f i c i o m e m b e r o f t h e P l a n n i n g C o m m i s s i o n .
( 2 ) O n e ( 1 ) m e m b e r o f t h e B o a r d o f T r u s t e e s s h a l l b e s e l e c t e d b y t h e M a y o r t o s e r v e a s a n e x
o f f i c i o m e m b e r o f t h e P l a n n i n g C o m m i s s i o n . I n c a s e o f a v a c a n c y , i f n o m e m b e r o f t h e B o a r d
o f T r u s t e e s i s w i l l i n g t o f i l l t h e v a c a n c y , t h e M a y o r m a y a p p o i n t a r e s i d e n t o f t h e T o w n t o
s e r v e u n t i l t h e n e x t r e g u l a r e l e c t i o n .
( 3 ) O n e ( 1 ) m e m b e r o f t h e B o a r d o f T r u s t e e s s h a l l b e s e l e c t e d b y t h e B o a r d o f T r u s t e e s t o
s e r v e a s a n e x o f f i c i o m e m b e r o f t h e P l a n n i n g C o m m i s s i o n . I n c a s e o f a v a c a n c y , i f n o
m e m b e r o f t h e B o a r d o f T r u s t e e s i s w i l l i n g t o f i l l t h e v a c a n c y , t h e B o a r d o f T r u s t e e s m a y
a p p o i n t a r e s i d e n t o f t h e T o w n t o s e r v e u n t i l t h e n e x t r e g u l a r e l e c t i o n .
( 4 ) T h e r e m a i n i n g f o u r ( 4 ) m e m b e r s o f t h e P l a n n i n g C o m m i s s i o n s h a l l b e r e s i d e n t s a p p o i n t e d
b y t h e M a y o r t o s e r v e a s m e m b e r s o f t h e P l a n n i n g C o m m i s s i o n .
Mayor:
Philip Vandernail
Board of Trustees Ex-Officio Mayor Appointment:
Parnell Quinn
Board of Trustees Ex-Officio Board Appointment:
Katie Soles
C o m m i s s i o n e r s A p p o i n t e d b y t h e M a y o r :
R o b e r t G n u s e
M a r g a r e t B o w l e s
A n d r e w M i l l e r
S a m B r e w e r ( R e s i g n e d J u n e 2 2 , 2 0 2 2 )
Sec. 2-6-60. - Chairperson.
T h e P l a n n i n g C o m m i s s i o n s h a l l e l e c t a C h a i r p e r s o n f r o m a m o n g t h e m e m b e r s a p p o i n t e d b y
t h e M a y o r a n d c r e a t e a n d f i l l s u c h o t h e r o f i t s o f f i c e s a s i t m a y d e t e r m i n e . T h e t e r m o f t h e
C h a i r p e r s o n s h a l l b e o n e ( 1 ) y e a r w i t h e l i g i b i l i t y f o r r e e l e c t i o n . T h e P l a n n i n g C o m m i s s i o n s h a l l
h o l d a t l e a s t o n e ( 1 ) r e g u l a r m e e t i n g e a c h m o n t h , a n d i t s h a l l a d o p t s u c h r u l e s a s i t d e e m s
a p p r o p r i a t e f o r t r a n s a c t i o n o f b u s i n e s s a n d s h a l l k e e p a r e c o r d o f i t s r e s o l u t i o n s , t r a n s a c t i o n s ,
f i n d i n g s a n d d e t e r m i n a t i o n s , w h i c h r e c o r d s h a l l b e a p u b l i c r e c o r d .
FRASER PLANNING COMMISSION
MINUTES
DATE:Wednesday, April 27, 2022
MEETING:Planning Commission Regular Meeting
PLACE:Fraser Town Hall and Virtual On-Line Meeting
PRESENT
Commission:Commissioners:Chair Jean Wolter,Vice Chair Katie Soles,Philip
Vandernail,Parnell Quinn,Margaret Bowles,Bob Gnuse and Sam
Brewer
Staff:Town Planner,Catherine Trotter;Town Clerk Antoinette McVeigh;Town
Manager Ed Cannon
Others:See list
Chair Jean Wolter called the meeting to order at 6:30pm.
1.Roll Call:Chair Jean Wolter,Vice Chair Katie Soles,Philip Vandernail,Parnell Quinn,
Margaret Bowles, Bob Gnuse and Sam Brewer
2.Approval of Agenda:
Commissioner Soles moved,and Commissioner Quinn seconded the motion to approve
the agenda. Motion carried: 7-0.
3.Consent Agenda:
a.Minutes March 23, 2022
Commissioner Vandernail moved,and Commissioner Soles seconded the motion to
approve the consent agenda. Motion carried: 7-0.
Town Planner Trotter thanked Chair Wolter for her twelve years of service,including six
years as the chair.This is Town Planner Trotter’s last meeting with the Planning
Commission,her last day with the town is May 6.The Commissioners thanked Trotter
for her eighteen years of employment and work with the Commission.
Town Manager Cannon introduced Baseline Planning Services.They will be taking over
the roll of the Planning for the town.
4.Public Hearing And Possible Action:
a.Preliminary Plat/Major Site Plan Koselig on Main,406 Zerex St.&315
Fraser Ave
Commissioner Gnuse motioned,and Commissioner Soles seconded the motion to open
the public hearing. Motion carried 7-0.
Page 2 of 2
Applicant is requesting Preliminary Plat/Site Plan approval. This subdivision application
is being processed as a Major Subdivision in accordance with Section 19-3-210 of the
Fraser Municipal Code. The purpose of a major subdivision plat is to divide one (1) or
more lots or parcels of land into a total of five (5) or more lots or five (5) or more dwelling
units. We are also processing a Major Site Plan in accordance with Section 19-2110 of
the Land Development Code.
The applicant’s project will consist of @ 4,000 SF of retail space and 20 apartment units.
The project aims to deliver restricted low-income housing units and attainable market
units to provide for rental housing to the residents of Fraser and Grand County.
Town Planer Catherine Trotter presented to the Commission. Proof of publication was
provided in the packet. The adjacent property owners were sent out certified mail and
return receipt regarding notice of the hearing.
The developer Byson Investments and managing partners Greg Bechler and Kevin
Rifkin presented to the commission and answered questions. Architects Peter Nelson
and Krista Klancke, general contractor Thomas Elliot, civil and structural engineer Kevin
Vecchiarelli. also presented.
Public comment was taken from Deb Anderberg, Barry Young and Nicole. A letter was
sent to the commission from Bryan and Keary Hallack.
Commissioner Soles motioned,and Commissioner Quinn seconded the motion to close
the public hearing. Motion carried 7-0.
Commissioner Vandernail motioned, and Commissioner Quinn seconded to approve
Resolution 2022-04-01 A Preliminary Plat and Major Site Plan For Koselig On Main, 406
Zerex St. And 315 Fraser Ave, A Replat Of Lots 30-33 Lying N Of Us 40, Block 7, 1st
Addition To The Town Of Eastom (Aka Fraser), Grand County, Colorado, Part Of Sec.
19, Township 1 South, Range 75 West Of The 6th PM Motion carried 7-0.
5. Other Business:
6.Open Forum:
Commissioner Soles, downtown parking is limited
TM Cannon, the town is looking into parking
7.Future Agenda Items:
None
8. Adjourn:
Commissioner Soles moved,and Commissioner Gnuse seconded the motion to
adjourn. Motion carried: 7-0. Meeting adjourned at 8:09 p.m.
__________________________
Antoinette McVeigh, Town Clerk
Town of Fraser
PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518
www.frasercolorado.com
MEMO TO: Planning Chairperson and Planning Commissioners
FROM: Ryan Helle, Planning Technician, Baseline Corporation
DATE: June 22, 2022
SUBJECT: Planning Brief on New Fraser Health Center – Major Site Plan
MATTER BEFORE THE PLANNING COMMISSION
Major Site Plan
ACTION REQUESTED
The owner, Kremmling Memorial Hospital District, a Colorado Special Tax District also known as Middle
Park Health, is requesting Major Site Plan approval for the construction of a new outpatient medical
clinic to be located at the south end of The Village at Grand Park, Filing 2, Lot 2C. The project is a 2-story,
31 thousand square foot building on a 2.7-acre site to include 57 parking spaces and an at-grade
helistop.
BACKGROUND
This property is zoned Planned Development District and we are processing a Major Site Plan in
accordance with Section 19-2-110 of the Land Development Code.
The applicant purchased the 2.7-acre property from Grand Park, LLC. A Final Plan for The Village has
been previously processed and recorded. A final plat for this property was previously approved by
Planning Commission and Town Board and recently recorded by Town Staff. The recorded plat is
included in the Planning Commission (PC) packet.
The applicant received conditional approval for the same application in April 2020. Since it has been
over two years, the approval has expired and the application has been resubmitted for a new approval.
The applicant made revisions to the drawing set based on the comments from 2020.
The applicant is proposing to construct a 27,345 +/- SF in-patient services hospital with two
beds and a 3676 +/- SF outpatient services medical clinic with six beds. The town code requires the
following parking spaces.
• Section 19-4-230 TABLE 4.1, INSTITUTIONAL USES – HOSPITAL:
o Requires 1 space per 2 beds plus 1 per employee at maximum staff occupancy
o They have 2 beds in 27,345 SF, plus 20 employees.
o This requires 1 + 20 spaces = 21 spaces
• Section 19-4-230 TABLE 4.1, COMMERCIAL USES – MEDICAL AND DENTAL CLINICS:
o Requires 4 spaces per room
o They have 6 rooms in 3,676 SF
o This requires 6 x 4 spaces = 24 spaces.
o The total spaces required are 43.
The total spaces provided are 53 spaces. Site plan parking appears to meet the code.
Town of Fraser
PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518
www.frasercolorado.com
Vicinity Map
The maps below indicate the general vicinity of the proposed health center.
Town of Fraser
PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518
www.frasercolorado.com
Staff has provided the following materials in this packet:
1. Planner Briefing (this memo)
2. Public Notice
3. Land Use Application
4. Referral Comments
5. Building Design Development Standards (Code Section 19-4-190)
6. Resolution
The applicant has provided the following materials in this packet:
7. Cover Letter
8. Major Site Plan
9. Exterior Materials Package
The applicant has provided the following materials that have been reviewed by staff, but are not in
the packet.
10. Title commitment
11. List of Adjacent Property Owners
12. Certified Mail Receipts
Recommendation
Pending any issues that may arise at the public hearing, staff recommends approval of the Major Site
Plan for the new Fraser Health Center with the following conditions:
1. Applicant to address Agency Review Comments included in the packet, and revise and
resubmit documents accordingly.
2. A Construction Guarantee Agreement (CGA) and appropriate security shall be submitted and
approved prior to building permit issuance.
See PC Resolution 2022-06-02 in packet.
Please contact me with questions: ryan.helle@baselinecorp.com
NOTICE OF PUBLIC HEARING
FRASER, COLORADO
NOTICE IS HEREBY GIVEN that a public hearing will be held by the Planning Commission of
the Town of Fraser, Colorado, on Wednesday, June 22, 2022, at 6:30 PM in the Board Room of
the Fraser Town Hall, located at 153 Fraser Avenue, Fraser, Colorado to consider the following
agenda item:
Major Site Plan - Middle Park Health – Fraser Health Center, 31 Telemark Drive, Fraser, CO
LEGAL DESCRIPTION:
The Village at Grand Park – Filing 2, Lot 12C
CONTAINING AN AREA OF 2.69 ACRES, MORE OR LESS.
Proposed plans for the subject property are on file with the Town Planning Department.
Publish one time in the Middle Park Times on Thursday, June 9, 2022.
LAND USE APPLICATION FORM
PROJECT NAME
DATE RECEIVED: APPLICATION FEE:
TYPE OF APPLICATION HEARING DATE:
Annexation, Zoning, Concept Plan Change of Zone Development Permit
Conditional Use Final Plat Minor Subdivision Plat
As Built Plat Planned Unit Development Preliminary Plat
Site Plan Sketch Plan Subdivision Exemption
Vacation of Street or Easement Variance Other
Final Planned Development Plan
PROJECT INFORMATION
Applicant’s Name: Project Location:
Address:
Existing Zoning:
Phone/Fax:
Relation to Property Owner: Proposed Zoning:
Legal Description of Property (lots, blocks, tracts, subdivision name, or metes &
bounds - attach additional sheet, if necessary):
Total Acreage of Property under Consideration:
Number of Existing Residential Lots: Number of Proposed Residential Lots:
Type of Housing Proposed:
Number of Existing Commercial Lots: Number of Proposed Commercial Lots:
ADDITIONAL CONTACTS
Property Owner: Consultant:
Address: Address:
City/State/Zip: City/State/Zip:
Phone/Fax: Phone/Fax:
CERTIFICATION
I hereby affirm that I have full legal capacity to authorize the filing of this application and that all information and exhibits
herewith submitted are true and correct to the best of my knowledge. The Authorized Signer invites Town of Fraser
representatives to make all reasonable inspections and investigations of the subject property during the period of processing this
application. I further agree to pay all fees consistent with the Town of Fraser payment policies and comply with all Town Codes
and regulations. I understand that all materials and fees required by the Town of Fraser must be submitted prior to having this
application processed.
Authorized Signature*: Date:
*If other than owner, attach letter authorizing agent on behalf of owner.
Town of Fraser, 153 Fraser Avenue, P.O. Box 370, Fraser, Colorado 80442
Phone: 970-726-5491, Fax: 970-726-5518, www.frasercolorado.com
BRIEF DESCRIPTION OF DEVELOPMENT:
PUBLIC NOTICE
At least fourteen (14) days in advance of the public hearing, the applicant shall provide written notice to
all owners of property within two hundred feet (200’) of the boundaries of the property that is the subject
of the application. Such notice shall be sent via certified mail, return receipt requested and shall include
the following information: A copy of the complete application with all accompanying materials, the
name, address and phone number of the authorized contact for the applicant, and the time, date and place
of the public hearing. The applicant shall provide the Town with a written affidavit prior to the time of
the public hearing reflecting the date of mailings and the names, addresses and legal descriptions of all
parties to whom the notifications were transmitted, together with a complete copy of the materials
included in the mailing. Failure to properly mail the documents, notify the necessary parties, and/or
provide the required affidavit shall be grounds for denial of the application or a continuance of the public
hearing until such notice is provided. See sample letter below.
The notification letter cannot be sent until a public hearing date has been scheduled by the Town.
ADJACENT PROPERTY OWNER NOTIFICATION LETTER
This notice to be sent by applicant to all owners of property within two hundred feet (200’) of the boundaries of the property
that is subject to the application and to all surface owners, mineral owners, and lessees of mineral owners to whom notice is to
be sent pursuant to C.R.S. 31-23-215. Such notice shall be sent via certified mail, return receipt requested. The applicant shall
provide the Town with a written affidavit or other proof of notice prior to the time of public hearing reflecting the date of
mailings, addresses and legal descriptions of all parties to whom the notifications were transmitted. Failure to properly mail
the documents, notify the necessary parties and/or provide the required affidavit shall be grounds for denial of the application
or a continuance of the public hearing until such notice is provided.
Dear Sir/Madam:
This letter is to advise you that _____________________ (applicant) has requested
______________ (land use request) for a property located at ____________ (property address or
location) and that the Town of Fraser has scheduled a public hearing to consider this request. The
public hearing is scheduled for _______________ (date assigned by Town) at __________ (time
assigned by Town) at the Town of Fraser Town Hall located at 153 Fraser Avenue in the Board
Room.
Enclosed for your review is a copy of the proposal as presented to the Town of Fraser. Additional
application materials are on file at the Town Hall offices. The Town of Fraser may be contacted at
970-726-5491 for further information.
Please note that you may comment at the public hearing or by forwarding written comments to the
Town of Fraser Planning Department (P.O. Box 370, Fraser, CO 80442). Written comments must
be received by the Town prior to the public hearing.
Sincerely,
(applicant)
AFFIDAVIT OF NOTICE
To be completed after completion of notice distribution and forwarded to Town staff prior to the date of hearing
I, applicant requesting, hereby affirm that notice
was distributed in accordance with Town of Fraser codes.
Date
Owner/Applicant
STATE OF COLORADO
County of ,
Subscribed and sworn to before me this day of 20 ,
by .
Witness my hand and official seal.
(SEAL)
Notary Public
My commission expires:
*************************************************************************************
***
NOTES:
1. In addition to minimum design criteria and standards, the Town of Fraser Subdivision and Zoning Regulations
outline specific minimum submittal requirements. Please review these carefully in order to ensure prompt
action on your land use application.
2. The Town of Fraser Subdivision and Zoning Regulations outline the review procedures applicable to each land
use application. In cases with multiple requests for an individual property, it is preferable to synchronize the
review procedures for a prompt and efficient review process.
3. The applicant is responsible for initiating formal reviews with the Colorado Department of Transportation, the
U.S. Army Corps of Engineers, the Colorado Division of Wildlife, the Fraser Sanitation District, the Colorado
Water Conservation Board, and other applicable agencies. The Town refers applications to these agencies for
comment, however, the Town cannot initiate a permit request or consultation.
4. A Subdivision Improvement Agreement may be necessary. This document must be executed and recorded
prior to or concurrent with plat recordation.
5. Contact the Planning Department at 970-726-5491 if you have any questions or need assistance.
The applicant is responsible for payment of recording fees, improvement inspection fees, and other
additional costs incurred by the Town for the services of professionals, consultants, or other review agencies
applicable to the request. All invoices shall be paid in full prior to final Town Board approval of the
application or issuance of the applicable permit, certificate or other approval document.
NOTIFICATION OF SEVERED MINERAL ESTATES
The Town of Fraser, pursuant to C.R.S., requires notification to mineral estate owners, mineral estate lessees and
surface owners in connection with the following land use applications: Minor Subdivision Final Plat, Major
Subdivision Preliminary Plat, Subdivision Exemption, Planned Development District Plan, or Development Permit
Thirty (30) days in advance of the initial public hearing, the applicant shall provide notice to all surface owners,
mineral owners and lessee of mineral owners in accordance with C.R.S. 31-23-215 and 24-65.5-1-3, as amended.
The applicant must certify the same to the local government as a condition of approval of the application.
Please use CERTIFICATE OF NOTICE TO MINERAL ESTATE OWNER form below.
Town of Fraser
PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518
www.frasercolorado.com
TOWN OF FRASER, STATE OF COLORADO
CERTIFICATE OF NOTICE TO MINERAL ESTATE OWNER
The undersigned is the Applicant and/or the Surface Owner, as defined in section 24-65.5-102(7),
C.R.S. of the Surface Estate, as defined section 24-65.5-102(6), C.R.S., for which an application
for development has been submitted to the Town of Fraser, State of Colorado, for one or more of
the following land use actions: Minor Subdivision Final Plat, Major Subdivision Preliminary Plat,
Subdivision Exemption, Planned Development District Plan, or development permit. The name
of the application for development is as follows:
C.R.S.§24-65.5-101 et seq. and C.R.S. §31-23-215 impose certain requirements concerning
notification to owners of severed mineral estates and other interested parties with respect to
proposed surface development. The undersigned has read and fully understands those
requirements.
The undersigned hereby certifies that notice of such application has been provided to all mineral
estate owners, lessees of mineral estate owners and any (other) surface owners in accordance with
the requirements of C.R.S. §24-65.5-103 and/or 31-23-215, as applicable.
Date
Surface Owner OR Applicant (if different than Surface
Owner)
STATE OF COLORADO
County of ,
Subscribed and sworn to before me this day of 20 ,
by
.
Witness my hand and official seal.
(SEAL)
Notary Public
My commission expires:
PROPERTY DESCRIPTION:
PROPOSED LOT 12C, THE VILLAGE AT GRAND PARK LYING WITHIN THE SOUTHWEST QUARTER
OF SECTION 28, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO.
EAST GRAND FIRE PROTECTION DISTRICT NO. 4
P.O. Box 2967 • Winter Park, Colorado 80482
(970) 726-5824 • www.eastgrandfire.com
EAST GRAND FIRE PROTECTION DISTRICT
DEVELOPMENT REVIEW CRITERIA
Standards and Codes to be used: NFPA, IFC, IBC, IRC, AASHTO, Mountain Parks Electric, and Public Service
(Xcel), East Grand Fire Protection District- SOG.
International Fire Code (IFC): 2021
International Building Code (IBC): 2015
International Residential Code (IRC): 2015
NFPA Standards: 13, 24, 25, 101, 299, 1142 (and others-most current)
ACCESS: In addition to: IFC Appendix D, NFPA Standard 299- Protection of Life and Property from Wildfire
and the road standards of Fraser, Town of Winter Park, or Grand County.
ROADWAYS: Roads and Driveways shall be constructed and in place before building construction begins. A
minimum width 24 ft. road shall be required where either of the following conditions below are not met:
• Access roads with hydrants shall be a minimum width of 26ft. (IFC D103.1).
• Aerial fire apparatus access roads with minimum widths of 26ft. shall be required “where the vertical
distance between the grade plane and the highest roof surface exceeds 30 feet” (IFC D105.2).
Roads shall have a hard-all-weather surface sufficient to support 84,000 lbs. fire apparatus. Shoulders to be a
minimum width of 4 ft. on each side. Vertical clearance to be a minimum of 18 ft. Maximum grade to be 7 %.
Minimum curve radiuses to be 50 ft. measured at centerline or follow the AASHTO geometric designs for
highways and streets manual, for Intercity Bus (BUS-45). At 750 ft. intervals Emergency turnarounds for fire
apparatus are needed on all roads. (These can be oversized driveways, intersections, or specially constructed areas).
No parking is to be allowed along 24/26-foot roadways. “No Parking” signage will be required along both sides of
road with required signs provided by the developer. If parking is to be allowed, 9ft. needs to be added to width of
road on ether or both sides of roadway in addition to signage. Cul-de-Sacs are to be avoided. If unavoidable the
maximum length of cul-de-Sac shall be no more than 500 feet. A turnaround at end of Cul-de-Sac, with the
continuation of 24/26 ft. road width, shall have 104 ft. minimum outside diameter. Cul-de-Sacs, turnarounds, and
shoulders shall not be used for snow storage if it reduces access in any way. To avoid building construction delays
special attention should be given to IFC Chapters 33 and 5. Sections 1410, 1412, 501, 503, 505, and 508.
GATES: Gates are to be avoided, but, if necessary, shall be considered on a case-by-case basis. If allowed, the
design would need to be approved prior to construction. Gate should consist of a counterweight type barrier that
swings completely free of the access when released. A “Click2Enter” or “KNOX” key switch, or another approved
device, shall operate the gate electronically.
DRIVEWAYS and ACCESSES: Three homes (dwelling units) or more require a road, not a driveway. The
minimum driveway width should be 14 ft. with two 1 ft shoulders, a maximum grade of 7%, an approach or
departure angle not more than 8%, and vertical clearance of at least 14ft. If the access or drive extends more than
150 ft. from a roadway there shall be a turnaround adequate for our trucks.
BRIDGES: Require a letter from an engineer with his or her stamp certifying that the bridge meets the
requirements of the International Fire Code Section 503.2.6 which requires the bridge to be constructed and
maintained in accordance with AASHTO HB 17 “Standard Specification for Highway Bridges.” Appendix D
Section D102 (as amended by EGFD) suggests the bridge be capable of carrying the load of 84,000 lbs. Any
crossings shall be constructed to the same standards as the traveled way on either side.
1
WATER SUPPLY:
MUNICIPAL: Reference Appendix B of International Fire Code. Water supplies needed for firefighting
would range between 3500 gallons per minute fire flow for three hours (minimum 630,000 gallons of fire
protection storage), to a minimum 2500 gallons per minute for two hours (minimum 300,000 gallons of fire
protection storage). A minimum water supply of 1500 gallons per minute fire flow for two hours (minimum
180,000 gallons of fire protection storage), will be considered in buildings protected by fire suppression sprinkler
systems.
Documentation would be needed that adequate flows will be available from the water system at a residual pressure
no less than 20 psi. By installing fire sprinkler systems in all structures any large life or property losses would be
avoided and would make the best use of the available water supplies.
Fire hydrants are to be located at least every 500 ft. or as agreed to by the Fire District. Fire hydrant locations and
distribution shall be in accordance with Appendix C of the International Fire Code.
For planning purposes, the following may be used. Fire hydrants must meet the requirements of the local water
purveyor / water authority or be Mueller Super Centurion 250A-423 or equivalent hydrant having at least one 4 ½
inch NST opening facing the Road. Hydrants are to be installed to the local water authority’s requirement. Fire
Hydrant installation outside of a Water Authority’s jurisdiction shall be required to be acceptable to East Grand Fire
District.
The approach to the hydrant is to be a level-walking surface free of obstructions or depressions, at least five feet
wide from the center of the hydrant in all directions including the backside. Existing Fire Hydrants can be credited
for a new development if the hydrant has at least one 4.5-inch opening, a 6-inch barrel, is in good repair, is
appropriately located, has adequate access, has adequate flows, and is not an antiquated Hydrant. If any one of
these conditions is not met it will need to be replaced. International Fire Code tables B105.1 and C105.1 provide
further guidance on flows and fire hydrant distribution.
RURAL: The acceptable calculated amount of water storage necessary for structural fire extinguishment or
at least 30,000 gallons of fire protection water storage which is the minimal creditable amount acceptable to
Insurance Services Office.
UTILITIES: Careful consideration should be given to the location of all utilities to avoid interference with fire
department operations. Meters, transformers, and gas piping all need to be carefully located to avoid damage from
ice, snow, and vehicles. All utility meters shut offs or other equipment that would be attached to the exterior of a
building shall be protected from falling ice and snow. Shutoffs need to be readily available.
WILDFIRE: There is Wildfire potential for this project. Normal precautions of maintaining defensible space
around buildings, irrigated grass, mowing, minimizing any flammable vegetation, and storing combustibles /
flammables away from the buildings would help. Making the exterior walls and roofs non-combustible would
certainly minimize the risk. Consulting with I.C.C. Wildland Urban Interface Code is encouraged.
Dennis K. Soles
Fire Marshal
East Grand Fire Protection District
2
Turning Performance Analysis 4/3/2007
Representative:
Organization:
Number:EP1955494-101
East Grand Velocity 100' Platform
Kerber, Wayne
Front Range Fire Apparatus, Ltd
169
Configuration:
V:Department:East Grand Fire
Inside Cramp Angle:
Axle Track:
Wheel Offset:
Loaded Tire Width:
Chassis Overhang:
Wheelbase:
Inside Turn:
Curb to Curb:
Wall to Wall:
Parameters:
Calculated Turning Radii:
Comments:
Additional Bumper Depth:
Front Overhang
45°
85.34"
4.68"
17.70"
79.62"
16.00"
124.60"
279.00"
265.47"
472.43"
552.88"
Aerial Application
Components Item #Description
Front Axle 0018453 Axle, Suspension, Front, Oshkosh TAK-4, Non-Drive, 22,800 lb
Front Wheels 0111380 Aluminum, Alcoa, 22.50 x 12.25
Front Tires 0111371 Michelin, 425/65R22.50, 20 Ply, XZY-3
Chassis 0121631 Velocity Chassis
Front Bumper 0123647 Tray, Bumper, Center, Standard, 35" W x 11.5" L x 13" D
Aerial Device 0022160 Aerial, 100' Pierce Platform
Notes:
Actual Inside Cramp Angle may be less due to highly specialized options.
Curb to Curb turning radius calculated for a 9.00 inch curb.
Page 1 of 24/3/2007As of 12:38:19PM Configuration Version:169
Turning Performance Analysis 4/3/2007
Representative:
Organization:
Number:EP1955494-101
East Grand Velocity 100' Platform
Kerber, Wayne
Front Range Fire Apparatus, Ltd
169
Configuration:
V:Department:East Grand Fire
Definitions:
Inside Cramp Angle Maximum turning angle of the front inside tire.
Axle Track King-pin to king-pin distance of the front axle.
Wheel Offset Offset from the center-line of the wheel to the king-pin.
Tread Width Width of the tire tread.
Chassis Overhang Distance from the center-line of the front axle to the front edge of the cab. This does not include the
bumper depth.
Additional Bumper Depth Depth that the bumper assembly adds to the front overhang.
Wheelbase Distance between the center lines of the vehicle's front and rear axles.
Inside Turning Radius Radius of the smallest circle around which the vehicle can turn.
Curb to Curb Turning Radius Radius of the smallest circle inside of which the vehicle's tires can turn. This measurement assumes a
curb height of 9 inches.
Wall to Wall Turning Radius Radius of the smallest circle inside of which the entire vehicle can turn. This measurement takes into
account any front overhang due to the chassis, bumper extensions and/or aerial devices.
Page 2 of 24/3/2007As of 12:38:19PM Configuration Version:169
PO Box 528, Granby CO 80446
June 15, 2022
Ryan Helle/Planning Technician
Baseline Engineering Corporation | Engineering, Planning, & Surveying
RE: Plat review for Middle Park Health, Fraser CO
To whom it may concern:
Public Service Company of Colorado has no concerns to the new development at Middle Park Health,
located at King Crossing RD & HWY 40. Gas main is located on the south, north and west side of the
development if the grade changes in the roadway area an application will need to be submitted to relocate
at the proper depth. I have listed below the general guidelines that are required for gas construction. If
you have any questions or concerns please call or email.
Preliminary Plat Review General Guidelines
Application
• If main is not available- apply for Gas distribution for the project to extend the main.
• Gas main will be installed at 36” depth, and must be 10’ away from water main if water main runs
parallel and 5’ from electric.
• Gas main preferable to be installed in a 5’ easement. No sleeves allowed for service crossings.
• Gas will be installed in a sole trench- no other utilities are to be located with main or services.
• Reinforcement may be needed for existing system depending on the current capacity (additional
cost of reinforcement will be the responsibility of the applicant.)
Meter Locations
• While customer preference regarding meter location deserves reasonable consideration, it remains
the right of the Company to determine the placement of meters. All meter locations including
multiple points of service shall have the approval of the local Xcel Design Department.
• Meters and service regulators are to be set outside the serviced structure where they will be
readily accessible and be protected from corrosion and other damage, including vehicular. Please
see the attached diagram showing clearances for meter placement.
• Meter sets in areas of deep snow need to be placed on a gable end (no shed roof allowed) Note:
Due to excessive snowfall, ice and snow shields will not be permitted in the following Colorado
counties: Eagle, Lake, Park, Grand, and Summit. Meters shall be installed on the gable or
non-drip side of a building or in an approved remote location from the building or structure in
these counties.
Please note – this is not a final assessment of what the new gas distribution will entail. There may be
additional things in the field I cannot see. Once an application has been submitted to XCEL we can
start the full design process and identify the scope of work that will need to be done for this request.
Please see attached information regarding new service.
Sincerely,
Kathleen Jacoby
Kathleen Jacoby
Xcel Energy | Responsible By Nature
Design Planner, Mountain Division
583 East Jasper Court, Granby CO 80446-0528
P: 970-262-4055 F: 970-887-2453
E: kathleen.jacoby@xcelenergy.com
xcelenergy.com/InstallAndConnect
Visit our website for more information about installing and connecting service with Xcel Energy!
Need to put in an application?
https://xcelenergy.force.com/FastApp/BP_Login
1
Ryan Helle
From:Julie Koehler <julie.koehler@merrick.com>
Sent:Thursday, June 16, 2022 9:49 AM
To:Ryan Helle
Subject:FW: [External] Middle Park Health MSP
[EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.
Merrick has no comments on this one.
Thank you.
Julie
Julie Koehler, PE, ENV SP | Senior Project Manager | Merrick & Company
T: +1 303-353-3359 | C: +1 720-402-6620 | www.merrick.com
From: Jessica George Robles <jessica.robles@merrick.com>
Sent: Thursday, June 16, 2022 9:01 AM
To: Julie Koehler <julie.koehler@merrick.com>
Subject: RE: [External] Middle Park Health MSP
Hi Julie,
There were no review comments on this one.
Thank you,
Jessica
Jessica George Robles, P.E. | Project Engineer | Merrick & Company
T: +1 210-446-4354 | C: +1 210-857-6235 | www.merrick.com
From: Julie Koehler <julie.koehler@merrick.com>
Sent: Wednesday, June 15, 2022 5:13 PM
To: Jessica George Robles <jessica.robles@merrick.com>
Subject: FW: [External] Middle Park Health MSP
Hi Jessica,
Do we have comments on this one?
Thank you,
Julie
Julie Koehler, PE, ENV SP | Senior Project Manager | Merrick & Company
2
T: +1 303-353-3359 | C: +1 720-402-6620 | www.merrick.com
From: Ryan Helle <ryan.helle@baselinecorp.com>
Sent: Wednesday, June 15, 2022 1:26 PM
To: Julie Koehler <julie.koehler@merrick.com>
Subject: [External] Middle Park Health MSP
Hi Julie,
I’m just checking in to see if you received the emails regarding Middle Park Health and if you had any comments.
Thanks,
RYAN HELLE | PLANNING TECHNICIAN
Baseline Engineering Corporation | Engineering, Planning, & Surveying
Phone: 719.531.6200 | Cell: 573.450.8755 | www.baselinecorp.com | Social Media
Office: 1046 Elkton Drive, Colorado Springs, CO 80907
Please consider the environment before printing this email.
This transmission, which may contain confidential information, is for the intended recipient only. Any review, retransmission, dissemination or other use of, or
taking of any action in reliance upon this information by persons or entities other than the intended recipient, is prohibited. If you received this in error, please
contact the sender and delete the material from your computer and networks.
Caution: This email originated from outside of the Merrick organization. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
1
Ryan Helle
From:Jean Johnston <JeanJ@mpei.com>
Sent:Tuesday, June 7, 2022 4:57 PM
To:Ryan Helle
Cc:Ed Cannon
Subject:RE: [External] Middle Park Health MSP
Follow Up Flag:Follow up
Flag Status:Flagged
[EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.
Hi Ryan,
Below are some of Mountain Parks Electric, Inc. (MPEI) requirements.
1. MPEI has existing underground lines along the east and south property lines. I cannot find where the electric
meter is to be located from the drawings, so I don’t know how we will design the electric to feed the
building. If the meter location is determined, please send a drawing to me.
2. Required separations from other utilities must be given to assure safety for the general public and our
employees for normal activity around our power lines and equipment. MPEI requires a blanket easement or 20
foot wide easements/separation (10’ on each side of centerline) for primary power lines, as installed. (Part of
the easement can be in the road if provided for in the plat). No structure (including decks and building
overhangs) is allowed closer than 10’ from any primary voltage power lines or within ten feet (10’) around any
equipment. Water and sanitation districts require a minimum of ten feet (10’) separation to parallel power
lines. MPEI requires five foot (5’) separation to parallel gas lines and one foot (1’) separation to
communications.
3. All equipment must be set a minimum of 5’ behind a road edge with no curb, or minimum of 3’ behind a
minimum 6” curb. All equipment must have a minimum clearance of 10’ to any obstruction to the front of the
equipment. Plastic communication boxes must be a minimum of 2 feet from electric vaults.
4. Meters MUST be under a permanent gable end of the building or on a meter pedestal located a safe distance
from snow shed and snow storage.
5. The Plat must have appropriate easement language. Please see our suggested language at the bottom of the
review.
6. MPEI is experiencing supply chain issues with transformers. Currently, lead times are over a year for most sizes.
Blanket Easement:
PER THIS PLAT, A BLANKET EASEMENT UPON, ACROSS, ABOVE, OVER, UNDER AND THROUGH THE SUBJECT
PROPERTY IS GRANTED TO MOUNTAIN PARKS ELECTRIC, INC. FOR THE PURPOSE OF INGRESS TO AND EGRESS
FROM, AND THE INSTALLATION, REPAIR, REPLACEMENT, OPERATION AND MAINTENANCE OF AN ELECTRIC
DISTRIBUTION SYSTEM, INCLUDING ELECTRIC LINES AND ALL ASSOCIATED FACILITIES.
WITH RESPECT TO THE ELECTRIC UTILITY EASEMENT GRANTED HEREBY, NO STRUCTURE SHALL BE ALLOWED
CLOSER THAN TEN FEET (10’) FROM ANY PRIMARY VOLTAGE POWER LINES OR WITHIN TEN FEET (10’) AROUND
ANY ABOVE GROUND EQUIPMENT. NO OTHER UTILITY LINE (WHETHER GAS, WATER, SEWER OR OTHER UTILITY)
SHALL BE ALLOWED CLOSER THAN FIVE FEET (5’) FROM ANY PRIMARY VOLTAGE POWER LINES OR WITHIN FIVE
FEET (5’) AROUND ANY ABOVE GROUND EQUIPMENT. NOT WITHSTANDING THE FOREGOING, UNDERGROUND
2
COMMUNICATION FACILITIES SHALL NOT BE ALLOWED CLOSER THAN ONE FOOT (1’) TO ANY POWER LINES AND
ABOVE GROUND COMMUNICATION FACITLITIES SHALL NOT BE CLOSER THAN TWO FEET (2’) TO ANY ABOVE
GROUND ELECTRIC FACILITIES. NO GRADE CHANGES (FILL OR CUT) IN EXCESS OF SIX INCHES (6”) ARE PERMITTED
WITHIN TEN FEET (10’) OF ANY PRIMARY ELECTRIC LINE OR WITHIN FIVE FEET (5’) OF ANY OTHER FACILITY,
INCLUDING SECONDARY ELECTRIC LINES, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM MOUNTAIN PARKS
ELECTRIC, INC.
Dedicated Plat Language:
ONSITE ELECTRIC UTILITY EASEMENTS ARE HEREBY DEDICATED BY THIS PLAT IN THE LOCATIONS SHOWN HEREON
AND ARE ESTABLISHED FOR INGRESS TO AND EGRESS FROM, THE INSTALLATION, REPAIR, REPLACEMENT,
OPERATION AND MAINTENANCE OF PUBLIC UTILITES, INCLUDING ELECTRIC LINES AND EQUIPMENT.
ONCE ELECTRICAL UTILITIES ARE INSTALLED IN SUCH UTILITY EASEMENT(S), NO STRUCTURE SHALL BE ALLOWED
CLOSER THAN TEN FEET (10’) FROM ANY PRIMARY VOLTAGE POWER LINES OR WITHIN TEN FEET (10’) AROUND ANY
ABOVE GROUND EQUIPMENT. NO GAS LINE WILL BE PERMITTED CLOSER THAN FIVE FEET (5’) TO ANY PRIMARY
VOLTAGE LINES OR EQUIPMENT. NOT WITHSTANDING THE FOREGOING, UNDERGROUND COMMUNICATION
FACILITIES SHALL NOT BE ALLOWED CLOSER THAN ONE FOOT (1’) TO ANY POWER LINES AND ABOVE GROUND
COMMUNICATION FACILITIES SHALL NOT BE CLOSER THAN TWO FEET (2’) TO ANY ABOVE GROUND ELECTRIC
FACILITIES. NO GRADE CHANGES (FILL OR CUT) IN EXCESS OF SIX INCHES (6”) ARE PERMITTED IN THE UTILITY
EASEMENT WITHOUT PRIOR WRITTEN AUTHORIZATION FROM MOUNTAIN PARKS ELECTRIC, INC.
Thank you for your consideration, Jean
Jean Johnston
Right of Way Specialist, Sr Staker
JeanJ@mpei.com
ex 265
Mountain Parks Electric, Inc.
321 West Agate Ave • P.O. Box 170, Granby, CO 80446-0170 • 970.887.3378
We are owned by those we serve.
This institution is an equal opportunity provider and employer.
Click here to take our quick online survey for chance to win a $100 bill credit!
From: Ryan Helle <ryan.helle@baselinecorp.com>
Sent: Tuesday, June 7, 2022 11:48 AM
To: 'Ed Cannon' <ecannon@town.fraser.co.us>; 'julie.koehler@merrick.com' <julie.koehler@merrick.com>;
'jshockey@wpgov.com' <jshockey@wpgov.com>; 'ckarsh@jvajva.com' <ckarsh@jvajva.com>;
'cbrown@town.fraser.co.us' <cbrown@town.fraser.co.us>; Jean Johnston <JeanJ@mpei.com>;
'kathleen.jacoby@xcelenergy.com' <kathleen.jacoby@xcelenergy.com>; 'dsoles@eastgrandfire.com'
<dsoles@eastgrandfire.com>; 'rmowrey@eastgrandfire.com' <rmowrey@eastgrandfire.com>;
'agosey@eastgrandfire.com' <agosey@eastgrandfire.com>
Cc: Julie Esterl <julie.esterl@baselinecorp.com>; Alyssa Rivas <alyssa.rivas@baselinecorp.com>
Subject: RE: [External] Middle Park Health MSP
Caution: This email originated from outside of MPEI. Do not click links or open attachments unless you recognize
the sender and know the content is safe.
3
Referral Agencies,
I am following up as a reminder to review and provide comment for the Middle Park Health Major Site Plan. A similar
plan was submitted in 2020 and approved with conditions. Since two years have passed since approval, a new approval
is required. The applicant has since made revisions based on comments from 2020. Please review the submittal
documents which can be found by clicking the link below. Referral comments will be made part of the public record of
the Town of Fraser. The Planning Commission public hearing will be June 22, 2022. Please provide any comments by
June 15, 2022.
Drop box link:
https://www.dropbox.com/sh/oap725qrdh8wdav/AAAY9YoCXer6k0h31L8SvpfQa?dl=0
Thank you,
RYAN HELLE | PLANNING TECHNICIAN
Baseline Engineering Corporation | Engineering, Planning, & Surveying
Phone: 719.531.6200 | Cell: 573.450.8755 | www.baselinecorp.com | Social Media
Office: 1046 Elkton Drive, Colorado Springs, CO 80907
From: Ryan Helle
Sent: Wednesday, June 1, 2022 12:08 PM
To: 'Ed Cannon' <ecannon@town.fraser.co.us>; 'julie.koehler@merrick.com' <julie.koehler@merrick.com>;
'jshockey@wpgov.com' <jshockey@wpgov.com>; 'ckarsh@jvajva.com' <ckarsh@jvajva.com>;
'cbrown@town.fraser.co.us' <cbrown@town.fraser.co.us>; 'jeanj@mpei.com' <jeanj@mpei.com>;
'kathleen.jacoby@xcelenergy.com' <kathleen.jacoby@xcelenergy.com>; 'dsoles@eastgrandfire.com'
<dsoles@eastgrandfire.com>; 'rmowrey@eastgrandfire.com' <rmowrey@eastgrandfire.com>;
'agosey@eastgrandfire.com' <agosey@eastgrandfire.com>
Cc: Julie Esterl <julie.esterl@baselinecorp.com>; Alyssa Rivas <alyssa.rivas@baselinecorp.com>
Subject: Middle Park Health MSP
Referral Agencies,
Middle Park Health has submitted a Major Site Plan for approval. A similar plan was submitted in 2020 and approved
with conditions. Since two years have passed since approval, a new approval is required. The applicant has since made
revisions based on comments from 2020. Please review the submittal documents which can be found by clicking the link
below. Referral comments will be made part of the public record of the Town of Fraser. The Planning Commission public
hearing will be June 22, 2022. Please provide any comments by June 15, 2022.
Drop box link:
https://www.dropbox.com/sh/oap725qrdh8wdav/AAAY9YoCXer6k0h31L8SvpfQa?dl=0
Thank you,
RYAN HELLE | PLANNING TECHNICIAN
Baseline Engineering Corporation | Engineering, Planning, & Surveying
Phone: 719.531.6200 | Cell: 573.450.8755 | www.baselinecorp.com | Social Media
Office: 1046 Elkton Drive, Colorado Springs, CO 80907
1
Ryan Helle
From:Will Berry <will@whitmerlawfirm.com>
Sent:Wednesday, June 15, 2022 2:59 PM
To:Julie Esterl
Cc:Ryan Helle; Kent Whitmer
Subject:RE: [EXTERNAL] RE: Middle Park Health, Fraser MSP - Submittal Documents
Attachments:2005-012709 Grand Park PDD.pdf
[EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.
Julie,
Two quick comments for this one:
1. The title commitment does not include the attached 2005 PDD Plan, which looks to include the subject property
and has various limitations for the applicable planning area, 1Wa (none of which look to be violated by the
plans). Just want to clarify if applicant believes the project is subject to this PDD.
2. The parking easement recorded at Reception No. 2011005627 (Exception 17) is not depicted on the site plan. It
might have been terminated by Paragraph 11 of the 2019 plat; if so, Exception 17 should be removed from the
title work so that the Town knows the site plan does not violate TC 19-2-110(d)(4).
William G. Berry, Attorney
The Whitmer Law Firm, LLC
Telephone: 970.725.3460 ex. 2
Website: www.whitmerlawfirm.com
From: Julie Esterl <julie.esterl@baselinecorp.com>
Sent: Tuesday, June 14, 2022 9:30 AM
To: Will Berry <will@whitmerlawfirm.com>; Kent Whitmer <kent@whitmerlawfirm.com>
Cc: Ryan Helle <ryan.helle@baselinecorp.com>
Subject: FW: [EXTERNAL] RE: Middle Park Health, Fraser MSP - Submittal Documents
Will,
Attached is the updated Title Commitment for the Fraser Health Center Site Plan project.
JULIE ESTERL | PRINCIPAL PLANNER
Baseline Engineering Corporation | Engineering, Planning, & Surveying
Phone: 303.202.5010x222 | Mobile: 608.215.9300 | www.baselinecorp.com | Social Media
Office: 112 N. Rubey Drive, #210, Golden, CO 80403
From: Thomas C. Coburn <TCoburn@middleparkhealth.org>
Sent: Tuesday, June 14, 2022 9:17 AM
To: Julie Esterl <julie.esterl@baselinecorp.com>; 'Paul Garland' <Paul.Garland@davispartnership.com>; Jason Cleckler
<JCleckler@middleparkhealth.org>
Cc: Todd Wainwright <Todd.Wainwright@davispartnership.com>; Mark Hageman
<Mark.Hageman@davispartnership.com>; Ryan Spaustat <ryans@landmark-co.com> <ryans@landmark-co.com>;
Katharine Schmachtenberger <Katharine.Schmachtenberger@davispartnership.com>; Katherine Clark <kclark@ssr-
2
inc.com>; Ryan Helle <ryan.helle@baselinecorp.com>
Subject: RE: [EXTERNAL] RE: Middle Park Health, Fraser MSP - Submittal Documents
[EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.
Good morning all,
Attached is the updated title commitment.
Thanks,
Tom
From: Julie Esterl <julie.esterl@baselinecorp.com>
Sent: Monday, June 13, 2022 10:23 AM
To: 'Paul Garland' <Paul.Garland@davispartnership.com>
Cc: Thomas C. Coburn <TCoburn@middleparkhealth.org>; Todd Wainwright <Todd.Wainwright@davispartnership.com>;
Mark Hageman <Mark.Hageman@davispartnership.com>; Ryan Spaustat <ryans@landmark-co.com> <ryans@landmark-
co.com>; Katharine Schmachtenberger <Katharine.Schmachtenberger@davispartnership.com >; Katherine Clark
<kclark@ssr-inc.com>; Ryan Helle <ryan.helle@baselinecorp.com>
Subject: [EXTERNAL] RE: Middle Park Health, Fraser MSP - Submittal Documents
Paul,
Good morning. Ryan and I are preparing the PC Packet this week. We have a request from the Town Attorney to review
the Title Commitment. I know I mentioned it might not be needed, but you indicated you would have it prepared
anyway. Also, the Attorney noted that your cover letter mentions that it is being prepared, and has asked to review
it. Can you please forward it to me or let me know if/when it will be ready?
Thank you,
JULIE ESTERL | PRINCIPAL PLANNER
Baseline Engineering Corporation | Engineering, Planning, & Surveying
Phone: 303.202.5010x222 | Mobile: 608.215.9300 | www.baselinecorp.com | Social Media
Office: 112 N. Rubey Drive, #210, Golden, CO 80403
From: Paul Garland <Paul.Garland@davispartnership.com>
Sent: Wednesday, June 1, 2022 8:00 AM
To: Julie Esterl <julie.esterl@baselinecorp.com>
Cc: Thomas C. Coburn <TCoburn@middleparkhealth.org>; Todd Wainwright <Todd.Wainwright@davispartnership.com>;
Mark Hageman <Mark.Hageman@davispartnership.com>; Ryan Spaustat <ryans@landmark-co.com> <ryans@landmark-
co.com>; Katharine Schmachtenberger <Katharine.Schmachtenberger@davispartnership.com >; Katherine Clark
<kclark@ssr-inc.com>
Subject: Re: Middle Park Health, Fraser MSP - Submittal Documents
[EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.
Thank you, Julie.
3
Tom, Jason,
FYI, Ryan indicated that we should still get the title commitment so we can be certain all easements end up on our plan
and nothing new shows up during construction.
Best,
Paul
Sent from my "smart"phone. Apologies for any autocorrect misspellings.
From: Julie Esterl <julie.esterl@baselinecorp.com>
Sent: Tuesday, May 31, 2022 9:24:13 PM
To: Paul Garland <Paul.Garland@davispartnership.com>
Cc: Thomas C. Coburn <tcoburn@middleparkhealth.org>; Todd Wainwright <Todd.Wainwright@davispartnership.com>;
Mark Hageman <Mark.Hageman@davispartnership.com>; Ryan Spaustat <ryans@landmark-co.com> <ryans@landmark-
co.com>; Katharine Schmachtenberger <Katharine.Schmachtenberger@davispartnership.com >; Katherine Clark
<kclark@ssr-inc.com>
Subject: RE: Middle Park Health, Fraser MSP - Submittal Documents
Hi Paul,
Thanks for your voicemails and for following up by email. There is still time to get the newspaper and mailed notices out
for the June 22nd PC meeting, I will plan to submit the newspaper notice on Monday, June 6 th to the Middle Park
Times. You will need to send out the mailed notices on or before June 9 th. Please forward the affidavit of mailing to me
on or before June 13th. Let me know if you need the template for the affidavit.
Regarding the clouded drawing set, since the previous set was already conditionally approved, I will accept the un-
clouded plan set. I’ll send it out on referral, and do an internal review. Since the referral period is 16 days, comments
will not be required back to me before I need to post the packet to the website, so there will need to be a general
condition of addressing agency comments – if any. Just a heads up on that.
I’ll look for the submittal of the other items tomorrow.
Thanks again,
JULIE ESTERL | PRINCIPAL PLANNER
Baseline Engineering Corporation | Engineering, Planning, & Surveying
Phone: 303.202.5010x222 | Mobile: 608.215.9300 | www.baselinecorp.com | Social Media
Office: 112 N. Rubey Drive, #210, Golden, CO 80403
From: Paul Garland <Paul.Garland@davispartnership.com>
Sent: Tuesday, May 31, 2022 5:04 PM
To: Julie Esterl <julie.esterl@baselinecorp.com>
Cc: Thomas C. Coburn <tcoburn@middleparkhealth.org>; Todd Wainwright <Todd.Wainwright@davispartnership.com>;
Mark Hageman <Mark.Hageman@davispartnership.com>; Ryan Spaustat <ryans@landmark-co.com> <ryans@landmark-
co.com>; Katharine Schmachtenberger <Katharine.Schmachtenberger@davispartnership.com >; Katherine Clark
<kclark@ssr-inc.com>
Subject: RE: Middle Park Health, Fraser MSP - Submittal Documents
[EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.
4
Thanks, Julie.
See responses/questions below in red text.
We assume we’ll still be on the June PC Hearing Agenda. Could you please confirm this?
Thank you,
Paul.
PAUL GARLAND, ASLA, PLA, LEED GA
Associate, Landscape Architect
Davis Partnership Architects
D 303 308 2569
M 303 908 4842
paul.garland@davispartnership.com
www.davispartnership.com
From: Julie Esterl <julie.esterl@baselinecorp.com>
Sent: Tuesday, May 31, 2022 9:56 AM
To: Paul Garland <Paul.Garland@davispartnership.com>
Cc: Thomas C. Coburn <tcoburn@middleparkhealth.org>; Todd Wainwright <Todd.Wainwright@davispartnership.com>;
Mark Hageman <Mark.Hageman@davispartnership.com>; Ryan Spaustat <ryans@landmark-co.com> <ryans@landmark-
co.com>; Katharine Schmachtenberger <Katharine.Schmachtenberger@davispartnership.com >; Katherine Clark
<kclark@ssr-inc.com>
Subject: RE: Middle Park Health, Fraser MSP - Submittal Documents
Paul,
Thank you for the submittal. There are a few items that need attention.
1. The application needs to be signed and dated. We will get this signed. I noticed we didn’t last time, and failed
to this time as well.
2. Since you are not the property owner, you will need to submit a letter from the property owner authorizing you
to submit this application on their behalf. We will get you a document stating such.
3. Please submit the revised & clouded Major Site Plan drawing set
We were looking at this submittal as a First Submittal since our “continuance” option has expired. If
we do indeed need to provide clouds for our revisions, what level of detail are you looking for? For
example, do we need to go into each item in a table and cloud each number that changed? Or would
clouding the parking lot on the plan suffice – since that caused the table to change?
1. Proof of ownership (usually a deed) is required, but a Title Commitment is not. Understood. We were working
on Title Commitment per our last email exchange last week. I know it’s in the works now and will be ready
early next week. If the deed is more readily available, we’ll send that instead.
2. Fees are paid to the Town Clerk, Antoinette McVeigh. Please contact Antoinette regarding how to pay the
fee. amcveigh@town.fraser.co.us Thank you. We are working with Antoinette to have these fees paid.
Thank you,
JULIE ESTERL | PRINCIPAL PLANNER
Baseline Engineering Corporation | Engineering, Planning, & Surveying
Phone: 303.202.5010x222 | Mobile: 608.215.9300 | www.baselinecorp.com | Social Media
Office: 112 N. Rubey Drive, #210, Golden, CO 80403
From: Paul Garland <Paul.Garland@davispartnership.com>
Sent: Friday, May 27, 2022 3:50 PM
5
To: Julie Esterl <julie.esterl@baselinecorp.com>
Cc: Thomas C. Coburn <tcoburn@middleparkhealth.org>; Todd Wainwright <Todd.Wainwright@davispartnership.com>;
Mark Hageman <Mark.Hageman@davispartnership.com>; Ryan Spaustat <ryans@landmark-co.com> <ryans@landmark-
co.com>; Katharine Schmachtenberger <Katharine.Schmachtenberger@davispartnership.com >; Katherine Clark
<kclark@ssr-inc.com>
Subject: Middle Park Health, Fraser MSP - Submittal Documents
[EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.
Julie,
This is email 1 of 2 and contains our submittal documents for the Site Plan Submittal – except for the drawing
sheets. Those will be sent in a 2nd email shortly.
You will notice that the Title Commitment and the Review Fee are not included here. Those will both be delivered next
week. Tom will coordinate payment of the review fee early next week. Can that be complete over the phone? Or does
a physical check need to be run?
Please reach out if there are any additional items you need from us to log this into your system and begin the review
process.
Thank you,
Paul.
Paul Garland, PLA, ASLA, LEED GA
Associate, Landscape Architect
Davis Partnership Architects
T 303 861 8555
D 303 308 2569
M 303 908 4842
2901 Blake Street, Suite 100
Denver, Colorado 80205-2849
www.davispartnership.com
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June 15, 2022
Mr. James Shockey, AICP
Community Development Director
Town of Winter Park
50 Vasquez Road
Winter Park, Colorado 80482
Via email: jshockey@wpgov.com
RE: Middle Park Health – Fraser Health Center Review
JVA Job# 1566.107c
Dear James:
JVA Inc. has reviewed the Major Site Plan resubmittal for the above referenced project, dated May
27, 2022 as it relates to connections and improvements within Town of Winter Park boundaries. We
have reviewed the site plan for conformance with the Town of Winter Park Standards and
Specifications (Standards) and offer the following comments.
1. Please revise the plans with the recent name change from King’s Crossing Road to Telemark
Drive.
2. The flowline of the proposed curb and gutter on the north side of Telemark Drive shall be
placed approximately 1’ beyond the existing white stripe and maintain one tangent between
the Lions Gate intersection and the curve beginning in the approximate location of the access
drive.
3. The curb and gutter shall end 8’ to the east of the proposed walk on the east side of the access
drive. The curb shall taper from 6” at the edge of walk to 0” over a distance of 8 feet. An 8’
concrete ‘panel’ shall also taper along the back of this curb to be flush with grade where both
curb and panel terminate.
4. The proposed curb ramps shall be constructed to Town standards and include detectable
warnings.
5. Several existing curb inlets on Telemark Drive discharge to the site property. The storm
pipes shown on the plans along Telemark Drive towards the Lions Gate intersection do not
exist. Please correct survey and adjust design as required to accommodate these existing
drainages. Where storm pipes cross Telemark Drive, curb inlets shall be installed along the
proposed curb and gutter and tie into these storm drains.
6. The existing stop sign at the northeast corner of the Lions Gate intersection is not shown.
This sign shall remain or be relocated as necessary to be clear of pedestrian travel paths from
the proposed curb ramp.
7. The plans shall include a note to provide the return or relocation of any other existing signage
in the Winter Park Right-of-Way to the Town or Winter Park and coordinate this effort with
the Town.
8. All monument signs or wayfinding signage shall conform to Winter Park standards and
maintain clearance of sight triangles.
9. Please provide the sight triangles at the Lions Gate intersection and adjust landscaping plans
if needed to maintain clearances.
10. It appears that the existing trees at the southeast corner of the property are within sight
triangles of the proposed drive access and will need to be removed.
Middle Park Health – Fraser Health Center MSP Review
06/15/22
2 of 2
It is our understanding that other review agencies may have comments regarding improvements
within the Town of Winter Park Right-of-Way and these shall be addressed by the Applicant
accordingly.
Feel free to reach out with any questions. We look forward to reviewing revised plans and responses
to the above comments.
Sincerely,
JVA, INCORPORATED
By: ____________________________________
Cooper Karsh, P.E., CFM
Project Manager
6/16/22, 11:01 AM Fraser, CO Municipal Code
1/1
(a)
(1)
(2)
(3)
(b)
(1)
(2)
(3)
(c)
Sec. 19-4-180. - Utilities.
Water supply.
Connection required. Each new development within the Town shall be required to connect to
the municipal water system.
Design. The internal water distribution system of each subdivision shall be designed and sized
hydraulically to meet the initial and future demands of the proposed subdivision and shall be
approved by the Town prior to construction.
Specifications. Refer to Chapter 14 of this Code, Design Criteria and Construction Standards.
Sanitary sewer disposal.
Connection required. Each new development within the Town shall be required to connect to
the municipal sanitary sewer system.
Design. Collection systems shall be designed to meet the initial and future demands of the
proposed subdivision and shall be approved by the Town prior to construction.
Specifications. Refer to Chapter 14 of this Code, Design Criteria and Construction Standards.
Other utilities. Proper coordination shall be established between the applicant and the applicable
utility companies for the establishment of utility easements, all of which shall be indicated and
dedicated on the final plat or via separate instrument.
( Ord. 452 §1(Exh. A), 2018)
FRASER PLANNING COMMISSION
RESOLUTION NO. 2022-06-02
A RESOLUTION APPROVING A MAJOR SITE PLAN FOR A NEW FRASER HEALTH
CENTER TO BE LOCATED AT THE VILLAGE AT GRAND PARK, FILING 2, LOT 2C, TOWN
OF FRASER, GRAND COUNTY, COLORADO, PART OF SEC. 28, TOWNSHIP 1 SOUTH,
RANGE 75 WEST OF THE 6TH PM.
WHEREAS, at the regular meeting of the Fraser Planning Commission held on June 22,
2022, Paul Garland of Davis Partnership Architect, on behalf of Kremmling Memorial Hospital
District, a Colorado Special Tax District AKA Middle Park Health, requested approval for a Major
Site Plan for a new Fraser Health Center; and
WHEREAS, Kremmling Memorial Hospital District is the current owner of the property;
and
WHEREAS, the applicant is requesting major site plan approval which would allow for
the construction of a 27,345 square foot medical clinic with 59 parking spaces and 46,495
square feet of landscaped area on Lot 2C, Village at Grand Park, Filing 2 in Fraser; and
WHEREAS, Staff has determined that this application is in compliance with the Land
Development Code of the Town of Fraser when the conditions listed below have been
addressed.
NOW THEREFORE BE IT RESOLVED that the Fraser Planning Commission has voted
to approve this development application with the following conditions:
1. Applicant to address Agency Review Comments included in the packet, and revise
and resubmit documents accordingly.
2. A Construction Guarantee Agreement (CGA) and appropriate security shall be
submitted and approved prior to building permit issuance.
APPROVED AND ADOPTED THIS 22nd DAY OF JUNE, 2022.
FRASER PLANNING COMMMISSION
Chairman
ATTEST:
_________________________________________
Town Clerk
May 27, 2022
Julie Esterl
Principal Planner Baseline Corp.
153 Fraser Avenue
Fraser, CO 804442
Re: Middle Park Health – Fraser Health Center
Arch. Project No. 17322.03
Dear Julie:
As the Applicant on behalf of MPH (Middle Park Health), please accept this Major Site Plan
application regarding a new Health Center at the south end of The Village at Grand Park
development. This project was previously Approved with Conditions at the April 22, 2020
Fraser Planning Commission hearing. Due to the length of time this project has sat idle we
are submitting again per the Town’s requirements. The site plan has been updated to more
reflect as-built conditions of Main Street and Lions Gate Crossing, as well as to improve snow
removal efforts within the parking lot. The site is approximately 2.7 acres on the north side
of Kings Crossing Road between Lions Gate Drive and Pine Tree Plaza. This new
development will fill a need for medical services within the Town of Fraser and this area of
Grand County.
The 2-story, 31,000sf building sits on a site with 53 proposed parking spaces including 5
accessible parking spaces. There is an at-grade helistop with a flight path planned for ingress
and egress to the northwest corner of the site. This flight path allows for free helicopter access
now and plans for future growth within The Village at Grand Park development. The health
center anticipates approximately one use of the helistop each month for situations where a
patient requires emergency evacuation to a more appropriately equipped facility.
Architecture
The first floor of the proposed health center will provide an Emergency Department, Inpatient
Care (2 patient rooms) and Imaging, Lab and Pharmacy Services. Access to an exterior patio
on the second floor will be provided while a majority of the second floor will be shelled space
for future growth.
The building skin will include brick veneer, stone and metal and wood panels. Rooftop
equipment is hidden from ground views with additional metal panel screening.
Landscape
Landscape improvements will meet Town of Fraser requirements and Village at Grand Park
design guidelines. Exterior gathering spaces will be provided for areas of respite for visitors
and employees to enjoy the outdoor environment and have been positioned to take advantage
of views to the south of nearby mountain peaks. Landscape within the helistop flight path
has been restricted to 36” height to eliminate conflicts with a helicopter in flight.
Roadway/Access
Middle Park Health – Fraser Health Center
May 27, 2022
Page 2
The site provides access to the Main Building Entry from Kings Crossing and Hwy 40 on the south side of the
building. Lions Gate will connect to Main Street around the west side of the site and provide access to the
Ambulance Drop Off, Main Street, and The Village at Grand Park.
Service and delivery access is provided at the northeast side of the building where a covered and enclosed utility
yard provides screening of a generator, transformer, trash dumpsters, and a built-in storage building. A fire
lane is provided for access around the east side of the building.
Site Grading and Drainage
The site grade falls more than 12 feet from the southwest corner to the northeast corner of the site. Proximity
of the building to Main Street has set the first-floor finished elevation which then sets grades for the remainder
of the site. The helistop is 10’ above the first-floor elevation to provide needed clearances around the site. An
accessible path is provided from the southwest building entry to the helistop.
The new medical center development works within the regional drainage plan as designed for the Village at
Grand Park. All surface drainage is directed to an underground storm water pipe system. This system then
ties to facilities already in place at the northeast corner of the site.
UTILITIES
Water: There are 2 new fire hydrants proposed for this building. One is located on the north side near the
Ambulance Entrance using an existing stubbed line within Main Street. The second is on the south side of the
building in a parking island near the south building entrance requiring a new tee within Main Street. A 4”
domestic water service and 6” fire service lines are proposed to enter the building on the east side near the
service yard. We plan to use an existing stub from the water line in Main Street but will need to verify the size
and location of this stub.
Sanitary Sewer: A sanitary service line is planned to tie to the stubbed line from Main Street.
A couple of additional notes: we are in the process of obtaining an as-built survey of the Grand Park
Development improvements and will include those minor detail changes in our Permit Set to obtain our
Construction Permit. Also, the title company needs a few more days to complete the title commitment. We
will submit that next week when it’s ready.
We look forward to discussing this project with you at your convenience. The accompanying documents are
those required per the Fraser, Colorado Site Plan Checklist.
Sincerely,
DAVIS PARTNERSHIP ARCHITECTS, PC
Paul F. Garland, PLA, ASLA, LEED GA
Associate
Attachments
Cc: File, MPH
LANDSCAPE SYMBOLS LEGEND
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SECTION REFERENCE
EXTERIOR ELEVATION
REFERENCE
DIMENSION LINE
CENTERLINE
8'-2"
NORTH ARROW
0'10'20'40'80'
GRAPHIC SCALE
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NOTE AND LEADER CALLOUT
DETAIL CALLOUT
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NORTH
KINGS CROSSING RD
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SCALE: 1" = 200' - 0"
VICINITY MAP
TOWN OF FRASER NOTES
1. THE OWNER AND HIS OR HER HEIRS, SUCCESSORS, AND ASSIGNS SHALL PROVIDE
ADEQUATE MAINTENANCE FOR ALL SITE ELEMENTS.
MAP DATA: GOOGLE.
PROPOSED LOT 12C, THE VILLAGE AT GRAND PARK LYING WITHIN THE SOUTHWEST
QUARTER OF SECTION 28, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE SIXTH PRINCIPAL
MERIDIAN, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO.
PROPERTY DESCRIPTION:
THE PURPOSE OF THIS SITE PLAN REVIEW IS TO BUILD A NEW OUTPATIENT MEDICAL
CLINIC. THE PROJECT INCLUDES 59 NEW PARKING SPACES, A LOADING DOCK, AND A TOTAL
OF 46,495.75 SQ.FT. LANDSCAPED AREA. THIS SITE CONTAINS A CALCULATED AREA OF 2.77
ACRES, LOT 12C.
PROJECT DESCRIPTION:
SHEETS INDEX
Sheet
Number Sheet Name
Sheet
Issue Date
05/27/2022L-000 COVER SHEET
C-100 CIVIL SITE PLAN
C-200 UTILITY PLAN
C-300 GRADING PLAN
L-001 SITE PLAN
L-002
L-003
LANDSCAPE PLAN
PLANTING DETAILS
A-001 FLOOR PLAN - LEVEL ONE
A-002 FLOOR PLAN - LEVEL TWO
A-003
A-004
HIGH ROOF PLAN
A-005
EXTERIOR ELEVATIONS
A-006
EXTERIOR ELEVATIONS
EL000 LIGHTING LEGENDS AND ABBREVIATIONS
EL001 LIGHTING FIXTURE SCHEDULE
EL002 PHOTOMETRICS
NORTH
05/27/2022
SHEET NUMBER:
PROJECT NO.
DATE:
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MAJOR SITE PLAN
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
APPLICANT
CIVIL ENGINEER
MIDDLE PARK HEALTH
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
Tcoburn@middleparkhealth.org
LANDMARK CONSULTANTS, INC.
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
ryan@landmark-co.com
LANDSCAPE ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: PAUL GARLAND
Paul.Garland@davispartnership.com
ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
JD.Dreyer@davispartnership.com
Grand County Parcel ID No. 158729100154
ELECTRICAL ENGINEER
SMITH SECKMAN REID INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
Kclark@ssr-inc.com
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EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONSA-007
COVER SHEET
OFF-STREET PARKING REQUIREMENTS
LANDSCAPE REQUIREMENTS
L-000
*REFER TO FRASER MUNICIPAL CODE SEC. 19-4-230 TABLE 4.1, COMMERCIAL USES - MEDICAL AND DENTAL CLINICS
**REFER TO FRASER MUNICIPAL CODE SEC. 19-4-230 TABLE 4.1, INSTITUTIONAL USES - HOSPITAL
***REFER TO 2010 ADA STANDARDS - 208.2 PARKING SPACES
****REFER TO 2010 ADA STANDARDS - 208.2.1 HOSPITAL OUT-PATIENT FACILITIES
VEHICLE PARKING CALCULATIONS
ACCESSIBLE VEHICLE PARKING CALCULATIONS
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W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
GM
EX FH
HYDRANT
EX MARKET STREET
ALIGNMENT AND ROUNDABOUT
(BY OTHERS)
PROPERTY
LINE
MATCH
EXISTING
PR RETAINING WALL
W/ GUARDRAIL
EX. SEWER TO BE
ABANDONED
PR AREA
INLET (TYP.)
PR CURB INLET
PR AREA
INLET
PR CURB
INLET
MATCH
EXISTING
CORE INTO
EXISTING M.H
PR CURB
INLET (TYP.)
CORE INTO
EXISTING M.H.
PED. RAMP
PR FH
PR SEWER
SERVICE
PR. WATER SERVICE/
FIRE SUPRESSION
COVERED ENTRANCE CANOPY
KING'S CROSSING ROAD
LI
O
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S
G
A
T
E
D
R
OLD VICT
O
R
Y
R
D
MAI
N
S
T
COVERED ENTRANCE CANOPY
HELI PAD
PR CURB INLET
PR CURB INLET PR FH
PED. RAMP
PR CURB
INLET
CONNECT
TO MAIN
CONNECT
TO MAIN
PR AREA INLET
CONNECT TO
EX SANITARY
PED. RAMP
PR AREA INLET (TYP.)
PED. RAMP
PED. RAMP
PR AREA INLET (TYP.)
PR RETAINING WALL
W/ GUARDRAIL
PR AREA INLET (TYP.)
STAIRS
PR AREA INLET (TYP.)
PR AREA INLET (TYP.)
PR AREA INLET (TYP.)
ADA PARKING (TYP.)
PED. RAMP
PED. RAMP
DRO
P
-
O
F
F
C
I
R
C
L
E
STORM INLET
STRIPED ISLAND
(TYP.)
STRIPED ISLAND
(TYP.)
PARKING LIGHT
(TYP.)
MOUNTABLE CURB
FOR PLOWING
MOUNTABLE CURB
FOR PLOWING
SPILL CURB
CATCH CURB AND
GUTTER
8-FT SIDEWALK
MOUNTABLE
CURB
TAPERED
CURB
FLUSH
FLUSH
CONNECTION TO
SIDEWALK RELOCATE
STREET LIGHT
REPLACE EXISTING
ASPHALT AS REQUIRED
PED. RAMP
PED. RAMP
PED. RAMP
EX PED. RAMP
PED. RAMP
CONNECT TO
EXISTING SIDEWALK
CONNECT TO
EXISTING SIDEWALK
SHEET NUMBER:
PROJECT NO.
DATE:
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MAJOR SITE PLAN
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
Grand County Parcel ID No. 158729100154
05/27/2022
5/
2
7
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2
0
2
2
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#
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APPLICANT
CIVIL ENGINEER
MIDDLE PARK HEALTH
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
Tcoburn@middleparkhealth.org
LANDMARK CONSULTANTS, INC.
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
ryan@landmark-co.com
LANDSCAPE ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: PAUL GARLAND
Paul.Garland@davispartnership.com
ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
JD.Dreyer@davispartnership.com
ELECTRICAL ENGINEER
SMITH SECKMAN REID INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
Kclark@ssr-inc.comLEGEND:
PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
EASEMENT
SECTION LINE
CENTERLINE
FOUND MONUMENT
FOUND SECTION CORNER
BUILDING
ROOF LINE/OVERHANG
DECK
WALL
FENCE
ASPHALT
CONCRETE
GRAVEL
SIGN
GAS
CABLE
FIBER OPTIC
TELEPHONE
ELECTRIC
OVERHEAD ELECTRIC
DITCH/SWALE
CABLE PEDESTAL
GAS METER AND MANHOLE/VAULT
TELEPHONE PEDESTAL AND MANHOLE/VAULT
ELECTRIC PED, JUNCTION BOX AND METER
LIGHT POLE AND LIGHT POLE W/ MAST
UTILITY POLE AND GUY WIRE
INLET AND STORM MANHOLE
OVERLAND AND CHANNEL FLOW ARROWS
CONIFEROUS AND DECIDUOUS TREE EX EX
EXISTING STORM SEWER W/ FES
PROPOSED STORM SEWER W/ FES
PROPOSED MAJOR CONTOUR 6805
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MINOR CONTOUR
6805
EXISTING SANITARY SEWER W/ MH
PROPOSED SANITARY SEWER W/ MH
PROPOSED WATER
PROPOSED GV, FH & CS
SS
XS
EXISTING WATER
ST
NOTES:NOTES:
1.ALL REFERENCES HEREON TO BOOKS, PAGES, FILES, RECEPTION NUMBERS AND
FILE NUMBERS ARE TO PUBLIC DOCUMENTS FILED IN THE RECORDS OF ROUTT
COUNTY, COLORADO.
2.EXISTING CONDITIONS ARE BASED ON SURVEYING INFORMATION PREPARED BY
CORE CONSULTANTS AND CONSTRUCTION DRAWING INFORMATION PREPARED BY
TKE CIVIL & STRUCTURAL ENGINEERS. FINAL DESIGN INFORMATION SHALL BE
BASED ON A NEW SURVEY OF CURRENT EXISTING CONDITIONS.
3.UTILITIES ARE SHOWN PER APPARENT SURFACE EVIDENCE TOGETHER WITH
RECORD INFORMATION. IF MORE ACCURATE LOCATIONS OF UNDERGROUND
UTILITIES ARE REQUIRED, THE UTILITY WILL HAVE TO BE VERIFIED BY FIELD
POTHOLING. LANDMARK CONSULTANTS, INC. AND THE SURVEYOR OF RECORD
SHALL NOT BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE
LOCATION OF NON-VISIBLE UTILITIES.
4.ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND
SURVEY MONUMENT OR LAND MONUMENT OR ACCESSORY, COMMITS A CLASS TWO
(2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, C.R.S.
5.THIS SITE CONTAINS A CALCULATED AREA OF 2.692 ACRES.
6.NO PORTIONS OF THE SUBJECT PROPERTY ARE LOCATED WITHIN SPECIAL FLOOD
HAZARD AREAS, AS DETERMINED BY GRAPHIC INTERPRETATION OF THE F.E.MA.
FLOOD INSURANCE RATE MAP NUMBER 08049CO991C, WITH AN EFFECTIVE DATE OF
JANUARY 1, 2008.
7.THE MEASURED DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET.
8.EXISTING CONDITIONS BASED ON CONSTRUCTION DRAWINGS FOR THE VILLAGE AT
GRAND PARK-FILING NO. 2.
9.REFER TO LANDSCAPE ARCHITECTURAL SITE PLAN FOR ADDITIONAL INFORMATION.
10.REFER TO LANDSCAPE ARCHITECTURAL SITE PLAN FOR SNOWMELT LOCATIONS.
PROPERTY DESCRIPTION:
11.LOT 12C, THE VILLAGE AT GRAND PARK-FILING NO. 2, GRAND COUNTY, COLORADO.
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
NORTH
C-100CIVIL SITE PLAN
XG
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XE XE XE XE XE XE XE XE XE XE XE
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XE XE
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XT
XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS
X
S
X
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X
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X
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X
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XS XS XS XS XS XS XS XS XS XS XS XS
XS
XS
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XS
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XS
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XS
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XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
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XS
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X
S
X
S
X
S
X
S
X
S
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXS
X
S
X
S
X
S
X
S
X
S
X
S
X
S
X
S
XS
XS
XS
X
W
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
X
W
X
W
X
W
X
W
X
W
X
W
X
W
XW
XWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXW
XW XW XW XW XW XW XW XW XW XW XW XW
TR
TR
TR
TR
TR
ST
ST
ST
ST
ST
ST
ST
ST
ST
V
A
N
VAN
W
W
S
S
SC
W
W
W
W
W
W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
GM
EX FH HYDRANT
PROPOSED MARKET STREET
ALIGNMENT AND ROUNDABOUT
(BY OTHERS)
PROPERTY
LINE
EX SEWER STUB
TO BE ABANDONED
PR AREA
INLET (TYP.)
PR CURB INLET
PR CURB
INLET
CORE INTO
EXISTING M.H
PR CURB
INLET (TYP.)
CORE INTO
EXISTING M.H.
PR FH #1
PR SEWER SERVICE
POINT OF ENTRY
COVERED ENTRANCE CANOPY
KING'S CROSSING ROAD
LI
O
N
'
S
G
A
T
E
D
R
MAI
N
S
T
COVERED ENTRANCE CANOPY
HELI PAD
PR CURB INLET
PR CURB INLET PR FH #2
PR CURB
INLET
PR AREA INLET
CONNECT TO EX SANITARY
PR AREA INLET (TYP.)
PR AREA INLET (TYP.)
PR AREA INLET (TYP.)
PR AREA INLET (TYP.)
PR AREA INLET (TYP.)
DRO
P
-
O
F
F
C
I
R
C
L
E
STORM INLET
4" DOMESTIC WATER SERVICE
PR. 6" FIRE LINE
CONTRACTOR TO
COORDINATE GRADING AND
CONSTRUCTION OVER GAS
LINE WITH UTILITY COMPANIES
6
"
D
I
P
6
"
D
I
P
6
"
D
I
P
6" DIP
6"
D
I
P
PR AREA INLET (TYP.)
PR AREA INLET (TYP.)
PR AREA INLET (TYP.)
PR AREA
INLET (TYP.)
PR AREA INLET (TYP.)
6
"
D
I
P
6" DIP
PR AREA
INLET (TYP.)
PR AREA
INLET (TYP.)
POTHOLE EX SANITARY SERVICE
TO DETERMINE SIZE AND MATERIAL
6
"
D
I
P
PR CURB INLET (TYP.)
CONNECT TO EX MAIN
PR SWIVEL TEE W/ TB & GV
POTHOLE EX WATER MAIN TO
DETERMINE SIZE AND MATERIAL
CONNECT TO EX MAIN
PR SWIVEL TEE W/ TB & GV
CONNECT TO EX MAIN
PR SWIVEL TEE W/ TB & GV
45° BEND
90° BEND
90° BEND
90° BEND
GATE VALVE
90° BEND
GATE VALVE
WATER/SEWER CROSSING
11.25° BEND
45° BEND
90° BEND
GATE VALVE
SHEET NUMBER:
PROJECT NO.
DATE:
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MAJOR SITE PLAN
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
Grand County Parcel ID No. 158729100154
05/27/2022
5/
2
7
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0
2
2
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APPLICANT
CIVIL ENGINEER
MIDDLE PARK HEALTH
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
Tcoburn@middleparkhealth.org
LANDMARK CONSULTANTS, INC.
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
ryan@landmark-co.com
LANDSCAPE ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: PAUL GARLAND
Paul.Garland@davispartnership.com
ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
JD.Dreyer@davispartnership.com
ELECTRICAL ENGINEER
SMITH SECKMAN REID INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
Kclark@ssr-inc.com
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
NORTH
C-200UTILITY PLAN
LEGEND:
PROPOSED WATER
PROPOSED GV, FH & CS
EXISTING WATER
SS
XS
C
EXISTING SANITARY SEWER W/ MH & C.O.
PROPOSED SANITARY SEWER W/ MH & C.O.
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION MADE AVAILABLE
TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE NOR IS RESPONSIBLE FOR
THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES
MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. CONTRACTOR
TO VERIFY EXISTING HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO
CONSTRUCTION.
3.ALL SEWER CONSTRUCTION SHALL BE PER TOWN OF FRASER DESIGN CRITERIA AND
CONSTRUCTION STANDARDS, LATEST EDITION.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5.MANHOLES LOCATED OUTSIDE OF THE ROADWAY SHALL PROTRUDE 1' ABOVE
EXISTING GRADE TO REDUCE INFILTRATION. GRADE SURFACE TO DRAIN
AROUND/AWAY FROM MANHOLE RIMS.
6.ALL MANHOLES LOCATED IN THE ROADWAY SHALL HAVE RIM ELEVATIONS ADJUSTED
TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED
TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
7.SEWER SERVICE SHALL HAVE A MINIMUM OF 7-FT OF COVER.
8.WATER SERVICE SHALL HAVE A MINIMUM OF 9-FT OF COVER.
9.ALL WATER PIPE SHALL BE INSTALLED WITH A #10 SOLID COPPER WIRE COATED WITH
45 MIL POLYETHYLENE FOR LOCATING PURPOSES. "GLENN TEST STATIONS" BY
VALVCO, INC TRACER WIRE TEST STATIONS SHALL BE INSTALLED ADJACENT TO ALL
FIRE HYDRANTS. ADDITIONAL LOCATIONS MAY BE REQUIRED.
10.ALL MATERIALS USED FOR BACKFILL SHALL BE FREE FROM REFUSE ORGANIC
MATERIAL, COBBLES, BOULDERS, LARGE ROCKS OR STONES OR FROZEN SOILS
GREATER THAN 6-INCHES IN DIAMETER.
11.ALL TRENCHES SHALL BE COMPACTED TO 95% AS DETERMINED BY ASTM D698
(STANDARD PROCTOR) OR AS SPECIFIED BY GEOTECHNICAL ENGINEER.
XG
XG
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XT
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X
S
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XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
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S
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XS
XS
XS
XSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXS
XS
XS
XS
X
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X
S
X
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X
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X
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X
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X
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XS
XS
XS
X
W
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
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XW
XW
XW
XW
XW
XW
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W
XW
XWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXW
XW
XW
XW
XW
XW
XW
XW
X
W
X
W
X
W
X
W
XW XW XW XW XW XW XW XW XW XW XW XW XW
TR
TR
TR
TR
TR
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
V
A
N
VAN
W
W
S
S
SC
W
W
W
W
W
W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
GM
8723.50 FG
8723.50 FG
8723.50 FG
1
.
9
%
4
.
0
%
5
.
7
%
8720
872
5
8
7
2
5
8
7
2
0
87
1
5
8710
871
0
871
0
8715
8715
871
5
872
0
8
7
2
5
8715
8719
8720
8715
87
1
4
87
1
5
87
2
0
8
7
1
5
8
7
1
8
8
7
2
0
87
2
5
8715
87
2
5
87
1
5
872
0
8725
8720
8715
8711
2
.
0
%
2
.
0
%
2
.
0
%
8715
8715
8718
8717
8716
8714
8713
8712
8712
8713
8714
8716
8717
8718
87
1
9
8725
871
8
8715
87
1
2
87
2
3
87
2
3
8720
8715
8710
8710
8710
8712
8711
8712
8722.75 FG@ TW
8722.75 FG@ TW
8711.75 FG@BW
8712.25 FG@BW
5
.
0
%
5
.
0
%
8720
8
7
2
5
8
7
2
8
8713.00 FG@BW
8721.75 FG@ TW
PROPOSED MARKET STREET
ALIGNMENT AND ROUNDABOUT
(BY OTHERS)
PROPERTY
LINE
MATCH EXISTING
PR RETAINING WALL
W/ GUARDRAIL
PR AREA
INLET (TYP.)
PR CURB INLET
PR AREA
INLET
PR CURB
INLET
MATCH
EXISTING
CORE INTO
EXISTING M.H
CORE INTO
EXISTING M.H.
PED. RAMP
COVERED ENTRANCE CANOPY
KING'S CROSSING ROAD
LI
O
N
'
S
G
A
T
E
D
R
OLD VICT
O
R
Y
R
D
COVERED ENTRANCE CANOPY
HELI PAD
PR CURB INLET
PR CURB INLET
PED. RAMP
PR CURB
INLET
PR AREA INLET
PR AREA INLET (TYP.)
PED. RAMP
PED. RAMP
PR AREA INLET (TYP.)
PR RETAINING WALL
W/ GUARDRAIL
PR AREA INLET (TYP.)
LANDING
PR AREA INLET (TYP.)
PR AREA INLET (TYP.)
PR AREA INLET (TYP.)
PED. RAMP
PED. RAMP
STORM INLET
STAIRS
BOT=8715.3
TOP=8725.3
11-FT WALL
10-FT WALL
8.75-FT WALL
TAPER WALL
FFE=8713
.
0
FFE
=
8
7
1
3
.
0
F
F
E
=
8
7
1
3
.
0
F
F
E
=
8
7
1
3
.
0
SHEET NUMBER:
PROJECT NO.
DATE:
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MAJOR SITE PLAN
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
Grand County Parcel ID No. 158729100154
05/27/2022
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APPLICANT
CIVIL ENGINEER
MIDDLE PARK HEALTH
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
Tcoburn@middleparkhealth.org
LANDMARK CONSULTANTS, INC.
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
ryan@landmark-co.com
LANDSCAPE ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: PAUL GARLAND
Paul.Garland@davispartnership.com
ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
JD.Dreyer@davispartnership.com
ELECTRICAL ENGINEER
SMITH SECKMAN REID INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
Kclark@ssr-inc.com
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
NORTH
C-300GRADING PLAN
LEGEND:
PROPOSED MAJOR CONTOUR 6805
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING MAJOR CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.DETAILED SPOT GRADES TO BE PROVIDED WITH CONSTRUCTION DRAWINGS.
3.ELEVATIONS FOR IMPROVEMENTS THAT ARE CONTROLLED BY ADJACENT EXISTING
FACILITIES (SUCH AS PROPOSED GUTTERS ALONG EXISTING ASPHALT) MAY REQUIRE
ADJUSTMENT BASED ON ACTUAL CONDITIONS. COORDINATE WITH ENGINEER TO
ENSURE A CONSISTENT SECTION WITH SMOOTH TRANSITIONS WHERE NECESSARY.
4.SEE SOILS REPORT FOR PAVEMENT, SUBGRADE AND MATERIAL PREPARATION, DESIGN
AND RECOMMENDATIONS.
5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS, UNLESS NOTED OTHERWISE. ALL
OTHER SPOTS ARE FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET (CURB & AREA)
PROPOSED LOT LINE
EXISTING RIGHT OF WAY
FLOOD HAZARD LIMITS
PROPOSED MINOR CONTOUR
EXISTING MINOR CONTOUR
6805
00.10
EXISTING SPOT ELEVATION 00.10 X
2.0%PROPOSED OVERLAND FLOW DIRECTION W/SLOPE
2.0%PROPOSED CHANNELIZED FLOW DIRECTION W/ SLOPE
EXISTING CHANNELIZED FLOW DIRECTION
XG
XG
XG
XG
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
LOT 12B
20,072
SQFT
TR
TR
TR
TR
TR
XE
XE
XE
XE
XE XE
XE
XE
XE
XE
XE XE XE XE XE XE XE XE XE XE XE XE
XE
XE
XE
XE
XE
XE
XE
XE
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
XT XT
XT
XT
XT
XT
XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT
XT
XT
XT
XT
XT
XE XE
XE
XE
XE XE XE XE XE XE XE XE XE XE XE XE XE XE XE XE XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
X
E
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
XT
XT
XT
XT
XT
XT
XT
XT
XT
XT
XT
XT
XT
XT
XT
XT
XT
XT
XT
XT
XT
SD
SD
SDSDSDSD
XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS XS
X
S
X
S
X
S
X
S
X
S
X
S
X
S
X
S
XS
XS
X
S
X
S
X
S
X
S
X
S
X
S
X
S
X
S
X
S
X
S
X
S
X
S
XS
XS
XS
XS XS XS XS XS XS XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
X
S
X
S
X
S
X
S
X
S
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XS
XSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXSXS
X
S
X
S
X
S
X
S
X
S
X
S
X
S
X
S
XS
XS
XS
X
W
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
X
W
X
W
X
W
X
W
X
W
X
W
X
W
XW
XWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXW
XW XW XW XW XW XW
ST
ST
ST
ST
ST
ST
ST
ST
>
>
>
>
>
>
>
>
////////////////////////////////////////////////////////////////////////////////////////////////////////
///////////////////////////////////////////////////////////////////////////////////////////////////////////////
/////////////////////////////////////
W
W
S
S
SC
W
W
W
W
W
W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
GM
KINGS CROSSING RD
LI
O
N
S
G
A
T
E
D
R
MAI
N
S
T
V
A
N
VAN
EXI
S
T
I
N
G
5
8
'
T
O
W
N
O
F
F
R
A
S
E
R
UTI
L
I
T
Y
E
A
S
E
M
E
N
T
A
G
R
E
E
M
E
N
T
REC
.
2
0
0
8
-
0
0
7
8
3
8
(EX
C
E
P
T
I
O
N
#
2
2
)
EXISTIN
G
5
8
'
T
O
W
N
O
F
F
R
A
S
E
R
UTILITY
E
A
S
E
M
E
N
T
AGREE
M
E
N
T
REC. 20
0
8
-
0
0
7
8
3
8
(EXCE
P
T
I
O
N
#
2
2
)
E
X
I
S
T
I
N
G
2
0
'
E
X
I
S
T
I
N
G
G
A
S
E
A
S
E
M
E
N
T
R
E
C
.
2
0
0
9
-
0
0
2
5
3
3
(
E
X
C
E
P
T
I
O
N
#
2
5
)
IN
G
R
O
U
N
D
F
A
T
O
SA
F
E
T
Y
A
R
E
A
GENERATOR, RE: ELECTRICAL
TRANSFORMER, RE: ELECTRICAL
TRASH AND RECYCLING BINS
ENCLOSURE, RE: ARCHITECTURE
MOUNTABLE CURB
SNOW MELT FOR THE ENTIRE
SERVICE AREA: APPROX. 780 SQFTAMBULANCE DROPOFF WITH
SNOWMELT: APPROX. 1400 SQFT
LITTER AND RECYCLING
RECEPTACLES
FLAGSTONE PAVERS
FLAGSTONE PAVERS
INTEGRALLY COLORED
CONCRETE BANDING, TYP.
(2) TABLE AND CHAIRS
(2) BENCH
LITTER AND RECYCLING
RECEPTACLES
18"H SEATWALL, TYP.
BENCH
FUTURE MONUMENT SIGN,
FINAL LOCATION AND DESIGN
TO BE DETERMINED
(3) BIKE RACKS
BENCH
BENCH
INTEGRALLY COLORED
CONCRETE BANDING, TYP.
PAN CURB ONLY
STANDARD GREY CONCRETE, RE: CIVIL
(2) PLANTER
(2) SEATING
BENCH
TABLE AND CHAIRS
PAN CURB ONLY
24.00'
TYP.
20.00'
TYP.
1
0
.
0
0
'
T
Y
P
.
24.00'
(7) BOLLARDSSNOW MELT FOR THE
ENTRANCE: APPROX. 1200 SQFT
20.00'
8
.
5
0
'
8.
0
0
'
5.00'
8.00'
5.
0
0
'
EXISTING 1' SIGN AND
MAINTENANCE EASEMENT
EXISTING 1' SIGN AND
MAINTENANCE
EASEMENT
EXISTING 20' MOUNTAIN PARKS
ELECTRIC EASEMENT
REC.97006497 (EXCEPTION #14)
FIRE LANE
FIRE LANE
41.63'
39
.
4
4
'
SNOW STORAGE:
APPROX. 9570 SQFT
SNOW STORAGE:
APPROX. 2525 SQFT
LOADING AREA
10.00'
3
5
.
0
0
'
5
.
0
0
'
T
Y
P
.
1
1
.
0
0
'
20.00'
TYP.
ACCESSIBLE SIGNS, TYP.
CANOPY, RE:
ARCHITECTURE
CANOPY, RE:
ARCHITECTURE
PROPOSED RETAINING
WALL WITH GUARDRAIL
GRAVEL
BENCH
2
4
.
0
0
'
T
Y
P
.
8.00'
8.00'
6
.
5
0
'
6.
0
0
'
8.
0
0
'
5.
0
0
'
6.
0
0
'
TY
P
.
(2) PIPE BOLLARDS
EXISTING ELECTRICAL
BOX TO REMAIN
EXISTING SHED TO REMAIN
NEIGHBOR'S EXISTING
CARPORT TO REMAIN
BOULDERS, TYP.
VAN
ACCESSIBLE
SPACE
1
0
.
0
0
'
T
Y
P
.
5
.
0
0
'
T
Y
P
.
TLOF PERIMETER
40.
0
0
'
20.00'
TYP.
20.00'
TYP.
2
0
.
0
0
'
SNOW STORAGE:
APPROX. 690 SQFT
2
8
.
9
7
'
SNOW
STORAGE:
APPROX.
930 SQFT
SNOW STORAGE:
APPROX. 900 SQFT
SNOW STORAGE:
APPROX. 1490 SQFT
SNOW STORAGE:
APPROX. 550 SQFT
SNOW STORAGE:
APPROX. 200 SQFT
SNOW STORAGE:
APPROX. 480 SQFT
SNOW STORAGE:
APPROX. 400 SQFT
SNOW STORAGE:
APPROX. 200 SQFT
AASHTO SIGHT TRIANGLE
AASHTO SIGHT TRIANGLE
SNOW STORAGE:
APPROX. 1430 SQFT
15.
0
0
'
15.
0
0
'
10.00'
EXISTING LIGHT TO BE
VERIFIED WITH NEW SURVEY
EXISTING 8' ATTACHED WALK TO
BE VERIFIED WITH NEW SURVEY
PROPOSED 8' ATTACHED WALK
PROPOSED
STAIRWAY
SNOW STORAGE:
APPROX. 460 SQFT
HELIPAD ACCESS PATH WITH
SNOWMELT: APPROX. 1980 SQFT
6
.
0
0
'
6.0
0
'
8.
0
0
'
STRIPPED ISLANDS TYP.
0'15'30'60'SITE PLAN
NORTHSCALE: 1" = 30' - 0'
LEGEND
05/27/2022
SHEET NUMBER:
PROJECT NO.
DATE:
DA
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AP
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17322.03
MA
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MI
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K
HE
A
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T
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E
W
FR
A
S
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E
A
L
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N
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MAJOR SITE PLAN
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
APPLICANT
CIVIL ENGINEER
MIDDLE PARK HEALTH
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
Tcoburn@middleparkhealth.org
LANDMARK CONSULTANTS, INC.
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
ryan@landmark-co.com
LANDSCAPE ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: PAUL GARLAND
Paul.Garland@davispartnership.com
ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
JD.Dreyer@davispartnership.com
Grand County Parcel ID No. 158729100154
ELECTRICAL ENGINEER
SMITH SECKMAN REID INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
Kclark@ssr-inc.com
5/
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SITE PLAN L-001
SNOW REMOVAL
*REFER TO FRASER MUNICIPAL CODE SEC. 19-4-185. - SNOW STORAGE.
XG
XG
XG
XG
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
X
G
LOT 12B
20,072
SQFT
TR
TR
TR
TR
TR
XE
XE
XE
XE
XE XE
XE
XE
XE
XE
XE XE XE XE XE XE XE XE XE XE XE XE
XE
XE
XE
XE
XE
XE
XE
XE
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
XT XT
XT
XT
XT
XT
XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT
XT
XT
XT
XT
XT
XE XE
XE
XE
XE XE XE XE XE XE XE XE XE XE XE XE XE XE XE XE XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
X
E
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
X
T
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>
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////////////////////////////////////////////////////////////////////////////////////////////////////////
///////////////////////////////////////////////////////////////////////////////////////////////////////////////
/////////////////////////////////////
W
W
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S
SC
W
W
W
W
W
W W W W W W W W W W W
W
W
W
W
W
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W
W
W
W
W W
W
W
W
W
W
W
W
W
W
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W
W
G
G
G
GM
KINGS CROSSING RD
LI
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MAI
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T
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VAN
2
0
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)
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)
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4
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T
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Y
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1
-
0
0
5
6
2
9
(
E
X
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N
#
2
9
)
(3) SPM
(3) JS
(9) BGB
(11) CAO
(9) CNV
(3) CPP
(3) AHR
(3) JS
(3) HSO
(6) FGE
(6) AHR
(3) JS
(6) CPP
(3) SPM
(3) CNV
(3) SDM
(6) CNV
(12) CAO
(5) HSO
(5) JHW
(5) CPP
(3) SDM
(5) HSO
(1) PV
(7) PFF
(5) PBP
(3) PBP
(1) PV
(2) PB
(5) CAH
(3) PMM
(5) PSR
(6) FGE
(5) MDB
(9) BGB
(1) PB
(7) PPG
(3) RAG
(3) ARB
(3) PPG
(3) ARB
(5) CAH
(3) SPM
(3) RAG
(3) PPG
(5) PB (5) PFT
(5) GAB
(3) HSO
(3) JSB
(3) PFT
(3) PB
(5) RAG
(3) PFT
(3) LTA
(3) LTA
(3) JC
(3) RAG
(3) JC
(1) BO
(2) CAT
(3) PFT
(2) CAT
(13) PBP
(1) PA
(12) JSB
(9) CAO
(2) CAT
(5) RAG
(3) PFF
(10) BGB
(6) JS
(3) ALW
(3) PBP
(1) PV
(5) JSB
(6) CAH
(6) AHR
(3) PFT
(1) BO
(3) HSO
(2) RTA
(1) AG
(7) CAO
(1) AG
(3) RTA
(1) AG
(3) RTA
(1) AG
(3) PFF
(5) ALW
(5) PMM
(3) AFS
(5) CAH
(5) AFS (5) PBP
(6) CAT
(5) CAH (6) CAT
(7) PBP
(22) BGB
(6) CNV
(7) CAT
(3) CA
(5) PB
(3) PFF
(6) JHW
(3) PFF
(3) PP
(3) PA
20' EXISTING GAS EASEMENT
REC.2009-002533
(EXCEPTION #25)
EXISTING 20'
MOUNTAIN PARKS
ELECTRIC EASEMENT
REC.97006497
(EXCEPTION #14)
(5) JSB
(12) HSO
(3) PBP
(3) HSO
(3) JSB
(2) JS
(5) CAH
(5) ALW
(5) PMM
(3) LTA
EXISTING TREE
TO BE REMOVED
EXISTING TREES TO
BE REMOVED, TYP.
EXISTING TREES TO
BE REMOVED, TYP.
EXISTING TREES TO
REMAIN, TYP.
EXISTING TREES TO
REMAIN, TYP.
EXISTING TREES TO
BE REMOVED, TYP.
EXISTING TREE
TO REMAIN
(3) PSR
(3) PSR
(7) GAB
(3) PSR
(9) ARB
(3) RAG
(1) PA
IRRIGATED NATIVE
SEED, TYP.
IRRIGATED NATIVE SEED, TYP.
AASHTO SIGHT TRIANGLE
AASHTO SIGHT TRIANGLE
(8) CAH
(3) CAH
(1) RTA
(3) PFT
IRRIGATED NATIVE SEED, TYP.
EXISTING TREE
TO BE REMOVED FUTURE MONUMENT SIGN,
FINAL LOCATION AND DESIGN
TO BE DETERMINED
(5) PBP
(8) PFT
0'15'30'60'LANDSCAPE PLAN
NORTHSCALE: 1" = 30' - 0'
LEGEND
05/27/2022
SHEET NUMBER:
PROJECT NO.
DATE:
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17322.03
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MAJOR SITE PLAN
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
APPLICANT
CIVIL ENGINEER
MIDDLE PARK HEALTH
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
Tcoburn@middleparkhealth.org
LANDMARK CONSULTANTS, INC.
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
ryan@landmark-co.com
LANDSCAPE ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: PAUL GARLAND
Paul.Garland@davispartnership.com
ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
JD.Dreyer@davispartnership.com
Grand County Parcel ID No. 158729100154
ELECTRICAL ENGINEER
SMITH SECKMAN REID INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
Kclark@ssr-inc.com
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PLANTING SCHEDULE
L-002LANDSCAPE PLAN
05/27/2022
SHEET NUMBER:
PROJECT NO.
DATE:
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17322.03
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MI
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MAJOR SITE PLAN
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
APPLICANT
CIVIL ENGINEER
MIDDLE PARK HEALTH
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
Tcoburn@middleparkhealth.org
LANDMARK CONSULTANTS, INC.
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
ryan@landmark-co.com
LANDSCAPE ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: PAUL GARLAND
Paul.Garland@davispartnership.com
ARCHITECT
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
JD.Dreyer@davispartnership.com
Grand County Parcel ID No. 158729100154
ELECTRICAL ENGINEER
SMITH SECKMAN REID INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
Kclark@ssr-inc.com
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PLANTING DETAILS
DO NOT CUT LEADER. PRUNE DAMAGED OR
DEAD WOOD IMMEDIATELY AFTER PLANTING.
USE NYLON TREE STRAPS AT END OF WIRE
ROOTBALL
12 GAUGE GALVANIZED WIRE, DOUBLE
STRAND TWISTED
24" x 3/4" P.V.C. MARKERS (TYP) OVER WIRES
POST WITH GROMMETED NYLON STRAPS.
DRIVE (30" MIN.) INTO SUBGRADE. ADJUST
STAKE SO THAT TOP IS LEVEL WITH OR JUST
BELOW FIRST BRANCHES. ALLOW FOR 1"
MIN. OF TRUNK SWAY BETWEEN STAKES
APPLY MULCH TO 3" DEPTH OVER
PLANTING AREA
PLANT TOP MOST ROOT IN ROOTBALL AT
OR SLIGHTLY HIGHER THAN LEVEL AT
WHICH IT GREW
FINISH GRADE
REMOVE UPPER 2 3 OF WIRE, ROPE AND
BURLAP FROM ROOTBALL
SET ROOTBALL DIRECTLY ON UNDISTURBED
SUBSOIL. BROKEN OR CRUMBLING
ROOTBALLS WILL BE REJECTED
SLOPE SIDES OF HOLE TO BE 3 TO 5 TIMES AS
WIDE AS THE DIAMETER OF THE ROOTBALL
FORM SOIL INTO 3" WATER RING AROUND
TREE BASE AT TIME OF PLANTING, REMOVE
PRIOR TO MULCHING
COMPOSTED BACKFILL MIXTURE
WITH FERTILIZER
TREE GUY
ASSEMBLY
NORTH
EVERGREEN AND TREES
OVER 3" CAL.TREE
STAKING
DECIDUOUS
TREE STAKING
POST
TREE GUY
ASSEMBLY
POST
TREE PLANTING
N.T.S.
NORTH
PLANTING AREA SHALL BE
LOOSENED AND AERATED
AT LEAST 3 TO 5 TIMES THE
DIAMETER OF ROOTBALL
NO TREE WRAP SHALL BE USED
NOTES:
1.EVERGREEN SHRUBS SHALL BE PLANTED NO
CLOSER THAN 3' TO THE CLOSEST PAVEMENT
2.ALL PLANT CONTAINERS TO BE REMOVED PRIOR
TO PLANTING.
3.PLACE WEED CONTROL FABRIC IN ALL SHRUB
BEDS
4.BACKFILL AND WATER IN THOROUGHLY
5.BROKEN ROOTBALLS WILL BE REJECTED
SECTION
PLANT SHRUB 2" HIGHER THAN
ORIGINAL GROWN GRADE
APPLY 3" DEEP MULCH ABOVE
FINISHED GRADE AS SHOWN
DIG PIT TWICE AS WIDE AS THE
CONTAINER
LOOSEN SIDES OF ROOTBALL
PRUNE DAMAGED OR DEAD
WOOD PRIOR TO PLANTING
3'-0" MIN. DISTANCE
FROM CENTER OF
SPREADING EVERGREEN
SHRUBS TO NEAREST
PAVEMENT OR CURB
ROOTBALL
SCALE:N.T.S
SHRUB PLANTING
SCARIFY POT BOUND PLANTS
PRIOR TO PLANTING TO ENABLE
FAST ROOT GROWTH
3" MULCH
CAREFULLY CUT AND REMOVE
PANTING CONTAINER
LANDSCAPE CONTROL FABRIC.
APPLY PRE-EMERGENT HERBICIDE
PLANTING SOIL MIX
PLAN VIEW
SECTION
NOTES:
1. ON-CENTER SPACING VARIES
(SEE PLANT LIST)
RA
I
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E
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G
B
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D
1
"
AB
O
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F
I
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H
G
R
A
D
E
2"
M
I
N
EQ.
E
Q
.
EQ
.
18" O.C.
TYP.
18" O.C.
TYP.
SCALE:N.T.S
PERENNIAL PLANTING
L-003
TREE PROTECTION DETAIL
N.T.S.
TREE PROTECTION AREA
ZONE 2
LOWER CANOPY PROTECTION
CONTACT LANDSCAPE ARCHITECT IF
ANY PRUNING IS NEEDED PRIOR TO
WORK IF POTENTIAL FOR DAMAGE
EXISTS.
ZONE
1EXTENDS THROUGH ENTIRE TREE PROTECTION AREA.
ANY DIGGING, EXCAVATING, TRENCHING, CHANGING OF GRADE, OR OTHER ACTIONS THAT MAY POTENTIALLY IMPACT THE
ROOTING ENVIRONMENT MUST BE AUTHORIZED BY THE LANDSCAPE ARCHITECT PRIOR TO WORK COMMENCEMENT. WORK
WITHIN THE CRZ MUST TAKE PLACE IN ACCORDANCE WITH THE CONDITIONS ESTABLISHED BY THE LANDSCAPE ARCHITECT.
NOTES
·FENCING HEIGHT MUST BE A MINIMUM OF 48"
·ATTACH "TREE PROTECTION AREA" SIGNS TO FENCING EVERY 50'
·THE TREE PROTECTION AREA SHALL NOT BE MODIFIED OR REMOVED PRIOR TO CONSENT OF THE LANDSCAPE
ARCHITECT
·MATERIALS, DEBRIS, EQUIPMENT, AND SITE AMENITIES SHALL NOT BE STORED WITHIN THE TREE PROTECTION AREA
·ENTRANCE TO THE TREE PROTECTION AREA IS NOT PERMITTED WITHOUT THE CONSENT OF THE LANDSCAPE
ARCHITECT
THE AREA INSIDE A PERIMETER ESTABLISHED AT THE CRITICAL ROOT ZONE (CRZ). THE
CRZ IS EQUAL TO THE DRIPLINE, FURTHEST EXTENT OF TREE CANOPY; OR IS EQUAL TO
ONE FOOT RADIALLY FROM THE TREE FOR EVERY ONE INCH OF TRUNK DIAMETER AT
BREAST HEIGHT (DHB = 4.5' ABOVE SOIL LINE); OR WHICHEVER IS GREATER.
ZONE 3
TRUNK PROTECTION REQUIRED IF
CONSTRUCTION OCCURS WITHIN TEN
FEET OR LESS (CONSTRUCTION
PERMITTED INSIDE THE CRZ ONLY IF
THE EQUIPMENT IS OPERATED
EXCLUSIVELY ON EXISTING
HARDSCAPE AND NO SOIL
COMPACTION TAKES PLACE).
DW
UP
F D
F D
F D
F D
F D
F D
F D
F D
F D
FD
FD
F D
BB
DD
EE
FF
C
E
F
J
1916141210
2
5
7
8
G
18
3
15
6
1
GG
HH
A
CC
13 17
4
H
B
D
9
11
AA
4'
-
0
"
12
'
-
0
"
27
'
-
0
"
17
'
-
0
"
27
'
-
2
"
2'
-
0
"
2'
-
0
"A M B UL A N CE
EN T RY
N OU R I S H
1
3
'
-
0
"
4
'
-
0
"
1
5
'
-
1
0
"
1
9
'
-
4
"
1
8
'
-
1
0
1
/
2
"
2
'
-
0
"
2
'
-
0
"
5
'
-
7
1
/
2
"
ELEV 2
1107
ELEV 1
1106
VEST
1100
PUB TLT
1108
PUB TLT
1109
MAIN
ENTRY
STAIR A
1110
STAIR B
1303
OPEN LAB
1500BLOOD DRAW
1501
PAT TLT
1502
TDR
1402
REG
1102
GREETER
1103
MECH/BOILER
1609
CLEAN LINEN
1606SOILED LINEN
1605 BIO HAZ
1607
MAIN STORE
1611
STAFF TLT/SWR
1602
LOBBY
1101
PAT ROOM 2 - AII
1304
PAT ROOM 1
1305PAT TLT
1304A
PAT TLT
1305A
AMBULANCE
VESTIBULE
1216
DECON / BODY
HOLD
1213
TRAUMA 1 /
BARIATRIC EXAM
1215
TRAUMA 2
1214
CT
1403
CONTROL
1404
X-RAY
1405
BREAK ROOM
1601
MEDS
1212
CARE TEAM -
INPATIENT
1301 EQUIP
1210
PHARMACY
1208
SOILED HOLD
1302
ON-CALL
1207
STAFF TLT / SHWR
1206
PAT TLT ISO
1205A
EVS 1
1209
EXAM 3 - ISO
1205
EXAM 2
1204
EXAM 1
1203
PAT TLT
1201
PAT CHG
1401
CLEAN SUPPLY
1217
TRIAGE
1218
BEREAV /
CONSULT
1105
CORR
1200
3 ' - 4 "8 ' - 9 1 /2 "
1 5 ' - 0 "
5 ' - 9 "
2 1 ' - 1 "
7 ' - 6 "
1 8 ' - 6 1 /2 "
2 ' - 1 1 /2 "
CORR
1300
BENCH
CANOPY ABOVE
CANOPY ABOVE
8
0
'
-
8
"
91
'
-
2
"
EVS
1604
MGR OFFICE
1202
CONFERENCE
ROOM
1104
?
?
NORM.
ELECTRICAL
1609B
EMERG.
ELECTRICAL
1609A
MED GAS
1608
CORR
1400
W-2
W-1
CARE TEAM - ED
1211
8 2 ' - 1 1 /2 "
106' - 9"
6' - 8"17' - 2"20' - 1"5' - 1"10' - 3"9' - 4"23' - 7"7' - 3"7' - 4"
UTILITY YARD
STORAGE
SHED
SHEET NUMBER:
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PROJECT NO.
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MAJOR SITE PLAN
APPLICANT
ARCHITECT
LANDSCAPE ARCHITECT
CIVIL ENGINEER
ELECTRICAL ENGINEER
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Grand County Parcel ID No. 158729100154
A-001FLOOR PLAN - LEVEL ONE
5/27/2022
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
17322.03
MI
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Ch
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Au
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Ap
p
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o
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e
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214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
MIDDLE PARK HEALTH
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
CONTACT: PAUL GARLAND
paul.garland@davispartnership.com
DAVIS PARTNERSHIP ARCHITECTS
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
LANDMARK CONSULTANTS, INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
SMITH SECKMAN REID INC.
kclark@ssr-inc.com
Tcoburn@middleparkhealth.org
jd.dreyer@davispartnership.com
ryan@landmark-co.com
3/32" = 1'-0"1 LEVEL ONE 0'4'12'24'42'-8"
SCALE: 3/32" = 1'-0"
UP
BB
DD
EE
FF
C
E
F
J
1916141210
2
5
7
8
G
18
3
15
6
1
GG
HH
A
CC
13 17
4
H
B
D
9
11
AA
OPEN TO BELOW
PATIO
STAIR A
2110
STAIR B
2300
ELEV 1
552
ELEV 2
553
CORR
2100
CANOPY
CANOPY
RS-EPDM3
4'
-
0
"
12
'
-
0
"
27
'
-
0
"
17
'
-
0
"
27
'
-
2
"
2'
-
0
"
2'
-
0
"
1
3
'
-
0
"
4
'
-
0
"
1
5
'
-
1
0
"
1
9
'
-
4
"
1
8
'
-
1
0
1
/
2
"
2
'
-
0
"
2
'
-
0
"
5
'
-
7
1
/
2
"
3 ' - 4 "8 ' - 9 1 /2 "
1 5 ' - 0 "
5 ' - 9 "
2 1 ' - 1 "
7 ' - 6 "
1 8 ' - 6 1 /2 "
2 ' - 1 1 /2 "
8
0
'
-
8
"
91
'
-
2
"
8 2 ' - 1 1 /2 "
106' - 9"
6' - 8"17' - 2"20' - 1"5' - 1"10' - 3"9' - 4"23' - 7"7' - 3"7' - 4"
SHELL
SHAFT
SHAFT
SHEET NUMBER:
MA
J
O
R
S
I
T
E
P
L
A
N
DATE:
PROJECT NO.
DA
T
E
RE
V
RE
M
A
R
K
S
DR
W
N
CH
K
D
AP
R
V
D
MAJOR SITE PLAN
APPLICANT
ARCHITECT
LANDSCAPE ARCHITECT
CIVIL ENGINEER
ELECTRICAL ENGINEER
5/
2
7
/
2
0
2
2
SU
B
M
I
T
T
A
L
#
1
Grand County Parcel ID No. 158729100154
A-002FLOOR PLAN - LEVEL TWO
5/27/2022
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
17322.03
MI
D
D
L
E
P
A
R
K
HE
A
L
T
H
-
N
E
W
FR
A
S
E
R
H
E
A
L
T
H
CE
N
T
E
R
Ch
e
c
k
e
r
Au
t
h
o
r
Ap
p
r
o
v
e
r
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
MIDDLE PARK HEALTH
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
CONTACT: PAUL GARLAND
paul.garland@davispartnership.com
DAVIS PARTNERSHIP ARCHITECTS
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
LANDMARK CONSULTANTS, INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
SMITH SECKMAN REID INC.
kclark@ssr-inc.com
Tcoburn@middleparkhealth.org
jd.dreyer@davispartnership.com
ryan@landmark-co.com
3/32" = 1'-0"1 LEVEL TWO 0'4'12'24'42'-8"
SCALE: 3/32" = 1'-0"
BB
DD
EE
FF
C
E
F
J
1916141210
2
5
7
8
G
18
3
15
6
1
GG
HH
A
CC
13 17
4
H
B
D
9
11
AA
4'
-
0
"
12
'
-
0
"
27
'
-
0
"
17
'
-
0
"
27
'
-
2
"
2'
-
0
"
2'
-
0
"
1
3
'
-
0
"
4
'
-
0
"
1
5
'
-
1
0
"
1
9
'
-
4
"
1
8
'
-
1
0
1
/
2
"
2
'
-
0
"
2
'
-
0
"
5
'
-
7
1
/
2
"
3 ' - 4 "8 ' - 9 1 /2 "
1 5 ' - 0 "
5 ' - 9 "
2 1 ' - 1 "
7 ' - 6 "
1 8 ' - 6 1 /2 "
2 ' - 1 1 /2 "
8
0
'
-
8
"
91
'
-
2
"
8 2 ' - 1 1 /2 "
106' - 9"
6' - 8"17' - 2"20' - 1"5' - 1"10' - 3"9' - 4"23' - 7"7' - 3"7' - 4"
RTU RTU
RTU SCREEN WALL
RS-MET1
SHEET NUMBER:
MA
J
O
R
S
I
T
E
P
L
A
N
DATE:
PROJECT NO.
DA
T
E
RE
V
RE
M
A
R
K
S
DR
W
N
CH
K
D
AP
R
V
D
MAJOR SITE PLAN
APPLICANT
ARCHITECT
LANDSCAPE ARCHITECT
CIVIL ENGINEER
ELECTRICAL ENGINEER
5/
2
7
/
2
0
2
2
SU
B
M
I
T
T
A
L
#
1
Grand County Parcel ID No. 158729100154
A-003HIGH ROOF PLAN
5/27/2022
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
17322.03
MI
D
D
L
E
P
A
R
K
HE
A
L
T
H
-
N
E
W
FR
A
S
E
R
H
E
A
L
T
H
CE
N
T
E
R
Ch
e
c
k
e
r
Au
t
h
o
r
Ap
p
r
o
v
e
r
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
MIDDLE PARK HEALTH
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
CONTACT: PAUL GARLAND
paul.garland@davispartnership.com
DAVIS PARTNERSHIP ARCHITECTS
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
LANDMARK CONSULTANTS, INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
SMITH SECKMAN REID INC.
kclark@ssr-inc.com
Tcoburn@middleparkhealth.org
jd.dreyer@davispartnership.com
ryan@landmark-co.com
3/32" = 1'-0"1 HIGH ROOF - PLAN
0'4'12'24'42'-8"
SCALE: 3/32" = 1'-0"
LEVEL 1
100' -0"
LEVEL 2
115' -4"
T.O.S. ROOF B
130' -8"
2578
T.O. HIGH CANOPY
127' -10"
T.O. PARAPET B
133' -4"
T.O. PARAPET A
117' -4"
T.O.S. ROOF A
113' -6"
36 149
T.O. LOW CANOPY
112' -7"
BU
I
L
D
I
N
G
A
N
G
L
E
S
WS-WD1
WS-MAS4a
WS-MET2
WS-WD1
WS-MAS4a
SF27 SF27 SF27
SF30 SF29SF30
SF09
SF03
SF06
CW02
SF02
WS-MAS4c WS-MAS4c WS-MAS4c
WS-MET1
WS-MAS1 WS-MAS1
PWS-MAS1
LEVEL 1
100' -0"
FLOOR PLANS -
LEVEL TWO
115' -4"
LEVEL 3
130' -8"
LEVEL 4
145' -6"
LEVEL 1
100' -0"
LEVEL 2
115' -4"
T.O.S. ROOF B
130' -8"
19 16 14 12 10
T.O. HIGH CANOPY
127' -10"
T.O. PARAPET B
133' -4"
T.O. PARAPET A
117' -4"
T.O.S. ROOF A
113' -6"
18 15 1317 11
T.O. LOW CANOPY
112' -7"
BU
I
L
D
I
N
G
A
N
G
L
E
S
WS-MAS4a
WS-WD1
WS-MET2
SF26
SF20
SF30
WS-MAS4cWS-MAS4c
WS-MAS1
LEVEL 1
100' -0"
FLOOR PLANS -
LEVEL TWO
115' -4"
LEVEL 3
130' -8"
LEVEL 4
145' -6"
WS-MAS1, WS-MAS2
WS-MAS3, WS-MAS4
WS-WD1
WS-MET1
EXTERIOR ELEVATION FINISH LEGEND
WOOD-LOOK
PANEL
METAL PANEL
STONE
BRICK
SHEET NUMBER:
MA
J
O
R
S
I
T
E
P
L
A
N
DATE:
PROJECT NO.
DA
T
E
RE
V
RE
M
A
R
K
S
DR
W
N
CH
K
D
AP
R
V
D
MAJOR SITE PLAN
APPLICANT
ARCHITECT
LANDSCAPE ARCHITECT
CIVIL ENGINEER
ELECTRICAL ENGINEER
5/
2
7
/
2
0
2
2
SU
B
M
I
T
T
A
L
#
1
Grand County Parcel ID No. 158729100154
A-004EXTERIOR ELEVATIONS
5/27/2022
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
17322.03
MI
D
D
L
E
P
A
R
K
HE
A
L
T
H
-
N
E
W
FR
A
S
E
R
H
E
A
L
T
H
CE
N
T
E
R
Ch
e
c
k
e
r
Au
t
h
o
r
Ap
p
r
o
v
e
r
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
MIDDLE PARK HEALTH
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
CONTACT: PAUL GARLAND
paul.garland@davispartnership.com
DAVIS PARTNERSHIP ARCHITECTS
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
LANDMARK CONSULTANTS, INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
SMITH SECKMAN REID INC.
kclark@ssr-inc.com
Tcoburn@middleparkhealth.org
jd.dreyer@davispartnership.com
ryan@landmark-co.com
1/8" = 1'-0"2 EXTERIOR ELEVATION - NORTH 2
1/8" = 1'-0"1 EXTERIOR ELEVATION - NORTH 1
LEVEL 1
100' -0"
LEVEL 2
115' -4"
1916141210
T.O. HIGH CANOPY
127' -10"
T.O. PARAPET B
133' -4"
1815131711
T.O. LOW CANOPY
112' -7"
BU
I
L
D
I
N
G
A
N
G
L
E
S
WS-WD1
WS-MAS4a
SF26
SF15
SF35
CW03
SF17
SF19
SF18 SF04
CW02
SF21
SF08
WS-MAS1
WS-MAS3
E01E01
WS-MET2
LEVEL 1
100' -0"
FLOOR PLANS -
LEVEL TWO
115' -4"
LEVEL 3
130' -8"
LEVEL 4
145' -6"
LEVEL 1
100' -0"
LEVEL 2
115' -4"
T.O.S. ROOF B
130' -8"
2 5 7 8
T.O. HIGH CANOPY
127' -10"
T.O. PARAPET B
133' -4"
T.O. PARAPET A
117' -4"
T.O.S. ROOF A
113' -6"
3 614 9
T.O. LOW CANOPY
112' -7"
BU
I
L
D
I
N
G
A
N
G
L
E
S
WS-MAS4a
WS-WD1
SF26 SF28
SF08
WS-MAS1
WS-MET2
LEVEL 1
100' -0"
FLOOR PLANS -
LEVEL TWO
115' -4"
LEVEL 3
130' -8"
LEVEL 4
145' -6"
WS-MAS1, WS-MAS2
WS-MAS3, WS-MAS4
WS-WD1
WS-MET1
EXTERIOR ELEVATION FINISH LEGEND
WOOD-LOOK
PANEL
METAL PANEL
STONE
BRICK
SHEET NUMBER:
MA
J
O
R
S
I
T
E
P
L
A
N
DATE:
PROJECT NO.
DA
T
E
RE
V
RE
M
A
R
K
S
DR
W
N
CH
K
D
AP
R
V
D
MAJOR SITE PLAN
APPLICANT
ARCHITECT
LANDSCAPE ARCHITECT
CIVIL ENGINEER
ELECTRICAL ENGINEER
5/
2
7
/
2
0
2
2
SU
B
M
I
T
T
A
L
#
1
Grand County Parcel ID No. 158729100154
A-005EXTERIOR ELEVATIONS
5/27/2022
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
17322.03
MI
D
D
L
E
P
A
R
K
HE
A
L
T
H
-
N
E
W
FR
A
S
E
R
H
E
A
L
T
H
CE
N
T
E
R
Ch
e
c
k
e
r
Au
t
h
o
r
Ap
p
r
o
v
e
r
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
MIDDLE PARK HEALTH
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
CONTACT: PAUL GARLAND
paul.garland@davispartnership.com
DAVIS PARTNERSHIP ARCHITECTS
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
LANDMARK CONSULTANTS, INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
SMITH SECKMAN REID INC.
kclark@ssr-inc.com
Tcoburn@middleparkhealth.org
jd.dreyer@davispartnership.com
ryan@landmark-co.com
1/8" = 1'-0"1 ELEVATION - SOUTH 1 Copy 1
1/8" = 1'-0"2 EXTERIOR ELEVATION - SOUTH 2
LEVEL 1
100' -0"
LEVEL 2
115' -4"
T.O.S. ROOF B
130' -8"
BBDDEEFF
T.O. HIGH CANOPY
127' -10"
T.O. PARAPET B
133' -4"
T.O. PARAPET A
117' -4"
T.O.S. ROOF A
113' -6"
GGHH CC AA
T.O. LOW CANOPY
112' -7"
WS-MAS5a
WS-MET1
WS-MET1
WS-MET1
WS-MET1
WS-MET1
WS-MAS4a
WS-MET2
CW03
SF05SF10
SF12
5.00°
WS-MET1
WS-MET1
WS-MET1
WS-MET1
WS-MAS5c WS-MAS4d
LEVEL 1
100' -0"
FLOOR PLANS -
LEVEL TWO
115' -4"
LEVEL 3
130' -8"
LEVEL 4
145' -6"
WS-MAS1, WS-MAS2
WS-MAS3, WS-MAS4
WS-WD1
WS-MET1
EXTERIOR ELEVATION FINISH LEGEND
WOOD-LOOK
PANEL
METAL PANEL
STONE
BRICK
SHEET NUMBER:
MA
J
O
R
S
I
T
E
P
L
A
N
DATE:
PROJECT NO.
DA
T
E
RE
V
RE
M
A
R
K
S
DR
W
N
CH
K
D
AP
R
V
D
MAJOR SITE PLAN
APPLICANT
ARCHITECT
LANDSCAPE ARCHITECT
CIVIL ENGINEER
ELECTRICAL ENGINEER
5/
2
7
/
2
0
2
2
SU
B
M
I
T
T
A
L
#
1
Grand County Parcel ID No. 158729100154
A-006EXTERIOR ELEVATIONS
5/27/2022
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
17322.03
MI
D
D
L
E
P
A
R
K
HE
A
L
T
H
-
N
E
W
FR
A
S
E
R
H
E
A
L
T
H
CE
N
T
E
R
Ch
e
c
k
e
r
Au
t
h
o
r
Ap
p
r
o
v
e
r
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
MIDDLE PARK HEALTH
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
CONTACT: PAUL GARLAND
paul.garland@davispartnership.com
DAVIS PARTNERSHIP ARCHITECTS
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
LANDMARK CONSULTANTS, INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
SMITH SECKMAN REID INC.
kclark@ssr-inc.com
Tcoburn@middleparkhealth.org
jd.dreyer@davispartnership.com
ryan@landmark-co.com
1/8" = 1'-0"1 EXTERIOR ELEVATION - EAST
LEVEL 1
100' -0"
LEVEL 2
115' -4"
T.O.S. ROOF B
130' -8"
C E F JG
T.O. HIGH CANOPY
127' -10"
T.O. PARAPET B
133' -4"
T.O. PARAPET A
117' -4"
T.O.S. ROOF A
113' -6"
A HBD
T.O. LOW CANOPY
112' -7"
WS-MAS4a
WS-MAS5a
WS-MAS4e
WS-WD1
WS-MET1
WS-MET1WS-MET1
WS-MET1
SF23
SF22 SF24
SF25
CW01
SF01
WS-MET2
LEVEL 1
100' -0"
FLOOR PLANS -
LEVEL TWO
115' -4"
LEVEL 3
130' -8"
LEVEL 4
145' -6"
MEAN SEA LEVEL
0.00'
LEVEL 1
100.00'
LEVEL 1
100' -0"
LEVEL 2
115' -4"
T.O.S. ROOF B
130' -8"
FF
T.O. HIGH CANOPY
127' -10"
T.O. PARAPET B
133' -4"
T.O. PARAPET A
117' -4"
T.O.S. ROOF A
113' -6"
GG HH
T.O. LOW CANOPY
112' -7"
A-554 - HOLD
A3
WS-MAS5c
WS-MAS5a
SF33 SF33
SIGNAGE SHOWN FOR
REFERENCE ONLY
LEVEL 1
100' -0"
FLOOR PLANS -
LEVEL TWO
115' -4"
LEVEL 3
130' -8"
LEVEL 4
145' -6"
A-570
D5
WS-MAS1, WS-MAS2
WS-MAS3, WS-MAS4
WS-WD1
WS-MET1
EXTERIOR ELEVATION FINISH LEGEND
WOOD-LOOK
PANEL
METAL PANEL
STONE
BRICK
SHEET NUMBER:
MA
J
O
R
S
I
T
E
P
L
A
N
DATE:
PROJECT NO.
DA
T
E
RE
V
RE
M
A
R
K
S
DR
W
N
CH
K
D
AP
R
V
D
MAJOR SITE PLAN
APPLICANT
ARCHITECT
LANDSCAPE ARCHITECT
CIVIL ENGINEER
ELECTRICAL ENGINEER
5/
2
7
/
2
0
2
2
SU
B
M
I
T
T
A
L
#
1
Grand County Parcel ID No. 158729100154
A-007EXTERIOR ELEVATIONS
5/27/2022
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
17322.03
MI
D
D
L
E
P
A
R
K
HE
A
L
T
H
-
N
E
W
FR
A
S
E
R
H
E
A
L
T
H
CE
N
T
E
R
Ch
e
c
k
e
r
Au
t
h
o
r
Ap
p
r
o
v
e
r
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
MIDDLE PARK HEALTH
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
CONTACT: PAUL GARLAND
paul.garland@davispartnership.com
DAVIS PARTNERSHIP ARCHITECTS
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
LANDMARK CONSULTANTS, INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
SMITH SECKMAN REID INC.
kclark@ssr-inc.com
Tcoburn@middleparkhealth.org
jd.dreyer@davispartnership.com
ryan@landmark-co.com
1/8" = 1'-0"1 EXTERIOR ELEVATION - WEST 1
1/8" = 1'-0"2 EXTERIOR ELEVATION - WEST 2
EL000LIGHTING LEGENDS AND ABBREVIATIONS
APPLICANT
CIVIL ENGINEER
LANDSCAPE ARCHITECT
ARCHITECT
ELECTRICAL ENGINEER
MIDDLE PARK HEALTH
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
Tcoburn@middleparkhealth.org
LANDMARK CONSULTANTS, INC.
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
ryan@landmark-co.com
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: PAUL GARLAND
Paul.Garland@davispartnership.com
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
JD.Dreyer@davispartnership.com
SMITH SECKMAN REID INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
Kclark@ssr-inc.com
SHEET NUMBER:
PROJECT NO.
DATE:
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MAJOR SITE PLAN
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
Grand County Parcel ID No. 158729100154
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LIGHTING
(TYPE DETERMINES MOUNTING)
RECESSED OR SURFACE DOWNLIGHT LUMINAIRE
PENDANT MOUNTED LUMINAIRE
WALLWASH LUMINAIRE
WALL MOUNTED LUMINAIRES
NO SHADING INDICATES CONNECTION TO NORMAL BRANCH CIRCUIT
ILLUMINATED EXIT SIGNS, PROVIDE DIRECTIONAL ARROWS AND MOUNTING
AS INDICATED ON PLANS
BATTERY POWERED EMERGENCY LIGHT
TRACK LIGHTING
POLE MOUNTED SITE LIGHTING LUMINAIRES
FAA SPECIALTY LIGHTING (TYPE DETERMINES MOUNTING)
SURFACE, SUSPENDED, OR RECESSED LUMINAIRES
HALF-SHADING INDICATES CONNECTION TO CRITICAL BRANCH CIRCUIT
FULL-SHADING INDICATES CONNECTION TO LIFE SAFETY BRANCH
CIRCUIT
GROUND OR POLE MOUNTED FLOODLIGHT
FIXTURE TYPE:XX CIRCUIT NUMBER: 1
CONTROL DESIGNATION: x
XX 1
x
LIGHTING FIXTURE ANNOTATIONS (LOCATION OF DESIGNATORS MAY VARY)
20
'
-
0
"
GENERAL NOTES
A. UPON APPROVAL OF THIS SITE DEVELOPMENT PACKAGE, NO
SUBSTITUTIONS, ADDITIONS, OR CHANGES MAY BE MADE TO THE FIXTURE
TYPES AND LOCATIONS WITHOUT APPROVAL FROM THE CITY OF FRASER.
B. CONTROLS - ALL SITE LIGHTING FIXTURES WILL BE CONTROLLED TO
AUTOMATICALLY TURN ON AT SUNSET AND OFF AT SUNRISE VIA AN
ASTROLOGICAL TIMECLOCK.
C. SITE AREA - THE TOTAL SITE IMPROVEMENT SCOPE INCLUDES AN AREA
OF APPROXIMATELY 98,000SF REFER TO OTHER DISCIPLINES FOR
ADDITIONAL INFORMATION.
D. ALL FIXTURES WILL BE FULL CUT OFF. LIGHT POLES ADJACENT TO THE
PROPERTY BOUNDARY ARE TO BE PROVIDED WITH ALL SHIELDING AND
GLARE PREVENTION ACCESSORIES.
E. ALL POLE MOUNTED FIXTURES TO BE PROVIDED WITH FAA LIGHTING ON
POST TOP ADJACENT TO THE HELIPAD. HELIPAD TO HAVE FAA LIGHTING
FOR SAFETY REQUIREMENTS.
No Scale
TYPICAL POLE DETAIL
REFER TO FIXTURE CUTSHEETS FOR FINISH, COLOR, AND VISUAL APPEARANCE. ALL FIXTURES ARE TO BE FULL CUT OFF, REFER TO DISTRIBUTION DIAGRAMS ON CUTSHEETS FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
LUMINAIRE SCHEDULE
TYPE DESCRIPTION MANUFACTURER
Model Count
LAMPS
VOLTAGE BALLAST/DRIVER MOUNTING REMARKSLAMPSMIN.
LUMENS COLOR INPUT
WATTS
EG1 LED BOLLARD, SYMMETRIC DOWNLIGHT WITH IMPACT-RESISTANT FROSTED ACRYLIC LENS,
CHARCOAL POWDER COAT FINISH
TECH LIGHTING 700OBSYN-830-42-C-H-UNV-S 13 LED 578 SEE
REMARKS
28.9 UNIV LED DRIVER IN-GRADE 3000K
ER1 4" LED RECESSED DOWNLIGHT, MATTE CHROME, COLD ROLLED STEEL HOUSING,WET
LOCATION
ALPHABET
LIGHTING
NU4-RD-XTM19-10LM-30K-83-HE80-277-DIM10-NC-MC-MC-XX 18 LED 870 SEE
REMARKS
12.0 277 0-10V DIMMABLE
DRIVER
RECESSED 3000K
ER1A 4" LED RECESSED DOWNLIGHT, MATTE CHROME, COLD ROLLED STEEL HOUSING,WET
LOCATION
ALPHABET
LIGHTING
NU4-RD-XTM19-20LM-30K-83-S20-277-DIM10-NC-MC-MC-XX 13 LED 1730 SEE
REMARKS
22.0 277 0-10V DIMMABLE
DRIVER
RECESSED 3000K
ES1 SINGLE HEAD LED, DARK PLATINUM POLYESTER POWDER COAT FINISH, FULL CUT OFF, DIE
CAST ALUMINUM HOUSING, WITH EXTRUDED ARM MOUNT TO STRAIGHT SUQARE STEEL POLE
EATON INVUE VSX-E03-LED-E1-SL3-DP-8030-HSS (WITH) SSS VERIFY 5G 7 LED 9000 SEE
REMARKS
75.0 UNIV LED DRIVER POLE
MOUNTED
3000K, PROVIDE MOUNTING ACCESSORIES AS REQUIRED
ES2 DOUBLE HEAD LED, DARK PLATINUM POLYESTER POWDER COAT FINISH, FULL CUT OFF, DIE
CAST ALUMINUM HOUSING, WITH EXTRUDED ARM MOUNT TO STRAIGHT SUQARE STEEL POLE
EATON INVUE VXS-E03-LED-E1-T4-DP-8030 (WITH) SSS VERIFY 5G 3 LED 9000 SEE
REMARKS
150.0 UNIV LED DRIVER POLE
MOUNTED
3000K, PROVIDE MOUNTING ACCESSORIES AS REQUIRED
ES3 DOUBLE HEAD LED, DARK PLATINUM POLYESTER POWDER COAT FINISH, FULL CUT OFF, DIE
CAST ALUMINUM HOUSING, WITH EXTRUDED ARM MOUNT TO STRAIGHT SQUARE STEEL POLE
EATON INVUE VXS-E03-LED-E1-T3-DP-8030 (WITH) SSS VERIFY 5G 1 LED 9000 SEE
REMARKS
150.0 UNIV LED DRIVER POLE
MOUNTED
3000K, PROVIDE MOUNTING ACCESSORIES AS REQUIRED
ES4 SINGLE HEAD LED, DARK PLATINUM POLYESTER POWDER COAT FINISH, FULL CUT OFF, DIE
CAST ALUMINUM HOUSING, WITH EXTRUDED ARM MOUNT TO STRAIGHT SQUARE STEEL POLE
EATON INVUE VSX-E01-LED-E1-SL4-DP-8030-HSS (WITH) SSS VERIFY 5G 1 LED 3000 SEE
REMARKS
25.0 UNIV LED DRIVER POLE
MOUNTED
3000K, PROVIDE MOUNTING ACCESSORIES AS REQUIRED
EL001LIGHTING FIXTURE SCHEDULE
APPLICANT
CIVIL ENGINEER
LANDSCAPE ARCHITECT
ARCHITECT
ELECTRICAL ENGINEER
MIDDLE PARK HEALTH
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
Tcoburn@middleparkhealth.org
LANDMARK CONSULTANTS, INC.
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
ryan@landmark-co.com
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: PAUL GARLAND
Paul.Garland@davispartnership.com
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
JD.Dreyer@davispartnership.com
SMITH SECKMAN REID INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
Kclark@ssr-inc.com
SHEET NUMBER:
PROJECT NO.
DATE:
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MAJOR SITE PLAN
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
Grand County Parcel ID No. 158729100154
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TYPE ES1-4
EL002PHOTOMETRICS
APPLICANT
CIVIL ENGINEER
LANDSCAPE ARCHITECT
ARCHITECT
ELECTRICAL ENGINEER
MIDDLE PARK HEALTH
214 S. 4TH STREET
KREMMLING, CO 80459
970-219-5444
CONTACT: TOM COBURN
Tcoburn@middleparkhealth.org
LANDMARK CONSULTANTS, INC.
141 9TH ST
STEAMBOAT SPRINGS, CO 80487
PHONE: 970-819-6380
CONTACT: RYAN SPAUSTAT
ryan@landmark-co.com
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: PAUL GARLAND
Paul.Garland@davispartnership.com
DAVIS PARTNERSHIP ARCHITECTS
2901 BLAKE STREET, SUITE 100
DENVER, COLORADO 80205
PHONE: 303-861-8555
CONTACT: JD DREYER
JD.Dreyer@davispartnership.com
SMITH SECKMAN REID INC.
7935 E PRENTICE AVE, SUITE 300W
GREENWOOD VILLAGE, CO 80111
PHONE: 303-779-1222
CONTACT: KATHERINE CLARK
Kclark@ssr-inc.com
SHEET NUMBER:
PROJECT NO.
DATE:
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MAJOR SITE PLAN
MIDDLE PARK HEALTH - NEW FRASER HEALTH CENTER
Grand County Parcel ID No. 158729100154
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Calculation Summary
Label Units Avg Max Min Avg/Min Max/Min
5' BEYOND PROP LINE Fc 0.25 1.8 0.0 N.A. N.A.
OVERALL SITE Fc 1.29 7.9 0.0 N.A. N.A.
0.0
0.1
0.1
0.2
0.4
1.0
1.5
1.4
1.1
1.1
1.0
0.8
0.8
0.9
0.8
0.5
0.2
0.1
0.1
0.1
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
0.0
0.0
0.0
0.1
0.3
0.60.70.50.30.20.20.20.20.20.20.20.30.30.20.10.20.20.20.20.20.10.10.00.00.00.00.00.00.00.0
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
0.0
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
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.7
1.0
0.8
0.3
0.1
0.0
0.0
0.1
0.1
0.2
0.2 0.3
0.5
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.8
1.2
1.6
1.8
1.0
0.3 0.1 0.1 0.1
0.3 0.3 0.3 0.4 0.6 0.9 1.2 1.2 0.7
0.2 0.2 0.3 0.5 0.7 0.7 0.8 0.8 0.8 0.7 0.8 1.0 1.2 1.5 1.8 1.1 0.2 0.1 0.0
0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.8 1.2 1.2 1.3 1.4 1.4 1.2 1.2 1.3 1.4 1.8 2.2 1.6 0.2 0.1 0.0 0.0
0.0 0.0 0.1 0.1 0.1 0.3 0.6 0.8 0.8 1.0 1.0 1.0 1.0 1.2 1.5 1.3 1.2 1.5 1.4 1.2 1.4 1.4 1.5 2.0 2.3 2.3 0.4 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.7 1.1 1.2 1.5 1.6 1.6 1.4 1.6 1.6 1.2 1.6 3.0 2.6 1.3 1.3 1.5 1.7 2.0 3.0 2.1 0.5 0.1 0.1
0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.7 1.1 0.8 0.9 1.2 1.0 1.5 2.0 1.6 1.1 1.7 2.0 1.6 2.7 5.1 4.1 2.0 1.6 1.8 2.0 2.4 2.7 2.6 0.5 0.1 0.1
0.0 0.0 0.0 0.0 0.1 0.4 0.7 0.9 1.9 2.6 1.9 1.5 1.9 1.6 2.7 4.2 2.8 1.5 2.0 2.4 1.9 3.2 7.1 5.3 2.4 1.9 2.1 2.3 2.9 3.4 2.5 0.4 0.1 0.1
0.0 0.0 0.0 0.1 0.2 0.4 0.9 1.3 2.1 2.3 1.8 1.8 2.5 2.2 4.1 7.7 4.3 2.2 2.4 2.3 1.6 2.4 4.6 3.7 1.9 1.6 2.0 2.4 3.0 3.6 2.3 0.4 0.1 0.1
0.0 0.0 0.0 0.1 0.2 0.5 1.1 2.1 2.5 2.4 2.1 2.2 2.6 2.4 3.8 6.5 4.0 2.3 2.4 2.2 1.5 1.7 2.6 2.3 1.4 1.5 1.8 2.3 3.1 3.5 2.3 0.4 0.1 0.1
0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.1 2.5 2.5 2.2 1.9 2.0 2.3 2.1 2.9 4.1 3.0 1.9 2.3 2.3 2.1 2.1 2.3 2.2 1.9 2.0 2.0 2.2 2.7 2.9 2.5 0.4 0.1 0.1
0.0 0.0 0.0 0.0 0.1 0.2 0.3 1.1 2.6 2.7 2.0 1.6 1.8 2.4 2.6 2.9 3.1 2.5 2.2 2.5 2.4 2.1 2.3 2.4 2.4 2.2 2.2 2.1 2.0 2.1 3.1 2.2 0.5 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.3 2.4 2.3 1.6 1.5 1.8 2.5 2.9 3.9 3.8 3.0 2.5 2.4 2.2 1.8 1.8 2.0 1.9 1.7 1.8 1.7 1.8 2.0 2.3 2.3 0.4 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 1.2 2.4 2.1 1.7 1.4 1.6 2.2 3.0 4.4 3.7 2.8 2.1 1.9 1.8 1.3 1.9 3.0 2.4 1.3 1.4 1.5 1.6 2.1 2.3 1.7 0.3 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.8 2.4 2.4 1.8 1.3 1.4 2.0 2.6 4.6 3.6 2.4 1.8 1.7 1.8 1.6 2.8 5.0 3.5 1.8 1.6 1.6 1.5 1.6 1.9 1.2 0.2 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.6 1.8 1.8 1.5 1.2 1.3 1.6 2.8 4.4 4.2 2.0 1.6 1.6 2.0 1.8 3.5 7.6 4.6 2.2 1.9 1.7 1.4 1.4 1.5 0.8 0.2 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.5 1.4 1.7 1.4 1.1 1.2 1.7 2.3 4.4 3.4 2.0 1.6 1.4 1.6 1.4 2.7 4.8 3.5 1.8 1.7 1.6 1.4 1.1 0.8 0.5 0.2 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 1.1 1.4 1.0 0.9 1.1 1.6 2.4 3.8 3.0 2.1 1.4 1.2 1.3 1.0 1.7 2.8 2.2 1.4 1.7 1.8 1.9 1.4 0.7 0.3 0.2 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 0.5 0.5 0.9 1.0 0.7 0.7 1.4 1.4 1.8 2.7 2.4 1.7 1.4 1.3 1.4 1.4 1.5 1.7 1.7 1.6 1.9 2.1 2.2 2.3 2.1 1.1 0.3 0.2 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.6 1.2 0.8 0.5 2.0 0.8 1.2 1.5 1.8 1.9 2.0 2.0 1.9 1.9 1.9 1.9 2.0 1.7 1.5 1.7 1.9 2.0 2.5 2.4 2.2 1.5 0.3 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.4 2.0 1.0 0.5 0.6 0.7 2.9 1.0 1.4 4.3 4.7 5.6 3.8 5.4 3.1 5.2 2.1 1.0 1.0 1.3 1.5 1.9 2.3 2.9 2.6 1.2 0.3
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.2 2.1 2.4 0.8 0.7 0.5 1.1 2.7 2.7 3.1 2.4 3.4 2.2 3.6 1.5 0.6 0.6 0.7 1.0 1.4 1.8 2.6 2.9 2.2 1.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.6 5.2 0.2 0.7 0.7 0.7 0.8 2.0 1.3 0.4 0.5 0.6 0.7 1.0 1.7 2.5 2.9 2.7
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.0 2.0 7.9 0.7 0.5 0.8 1.3 2.1 2.8 2.8
0.0 0.0 0.0 0.0 0.1 0.1 0.3 2.6 2.6 2.2 0.3 0.4 0.6 1.1 1.9 2.8 3.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.2 6.5 0.3 0.3 0.5 1.0 1.8 2.4 2.7
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.8 0.9 0.3 0.3 0.5 1.0 1.5 2.7 2.5
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.7 0.4 0.6 1.0 1.8 2.4 2.8
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.9 1.7 4.1 0.5 0.4 0.6 1.1 2.0 2.9 3.0
0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.3 0.4 0.5 0.5 0.4 0.5 0.7 1.3 2.2 2.9 2.8
0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.5 5.6 4.1 1.8 2.7 0.5 0.6 0.9 1.6 2.5 3.0 2.8
0.0 0.0 0.1 0.2 0.8 3.9 7.1 6.4 4.3 0.6 1.4 0.2 0.1 0.1 0.2 0.5 2.1 1.0 0.4 0.2 0.2 0.4 0.5 0.5 0.8 1.2 1.7 2.5 3.0 2.3
0.1 0.3 1.9 5.6 6.3 6.6 1.8 0.7 0.8 1.2 0.4 0.4 0.4 1.2 0.5 0.5 0.7 0.3 0.5 0.5 0.5 0.8 1.1 1.7 2.0 3.1 2.6 1.3
1.8 5.3 6.8 2.9 0.7 0.2 0.2 2.2 2.7 0.1 0.6 0.4 0.4 0.8 1.1 1.2 1.1 0.9 0.8 1.1 1.4 2.2 2.3 2.4 1.7 0.4
2.8 1.1 0.3 0.1 0.1 0.1 0.3 0.2 0.3 1.0 2.0 2.3 2.3 1.9 1.6 1.2 1.1 1.3 1.6 2.0 2.2 1.4 0.4 0.2
0.2 0.1 0.1 0.0 0.1 0.2 0.5 1.3 2.3 2.5 2.4 2.3 1.7 1.4 1.1 0.9 0.7 0.2 0.1 0.1
0.0 0.1 0.2 0.5 1.3 1.9 2.3 1.8 1.6 1.6 1.2 0.9
0.1 0.3 0.7 1.3 1.5 1.6 1.5 1.1
0.3 0.6 0.9 1.1 1.0
0.4 0.5
VAN
VAN
ES3 ES2
ES2
ES2
ES4
ES1
EG1
EG1
EG1
EG1
EG1
EG1
EG1
EG1
EG1
EG1 EG1
ES1
ES1
ES1
ES1
ER1A
EW1
EW1
EW1
EW1
ER1
ER1
ER1
ER1A
ER1A
ER1A
ER1A
ER1A
ER1A
ER1A
ER1A
ER1A
ER1A
ER1
EW1
EW1
EW1
EW1
ER1A
ER1A
ER1A
EG1
EG1
ES1
ES1
1" = 30'-0"1 SITE PHOTOMETRIC PLAN
MPH - FRASER HEALTH CENTER
exterior materials
MULLIONS
SPLIT FACE STONE (WS_MAS4A,B - WS_MAS5A,B - PWS_MAS4A)
HONED AND SAWN STONE (WS_MAS4C)
METAL ROOF (RS_MET1)
BRICK - SMOOTH (USED AT ALL STACKED BOND AND SOLDIER COURSING LOCATIONS |
WS_MAS1,2,3 - PWS_MAS1)
BRICK - ROUGH (USED AT ALL RUNNING BOND LOCATIONS | WS_MAS1,2,3 - PWS_MAS1)
WOOD COMPOSITE PANEL (WS_WD1 - SS_WD1)
METAL WALL PANEL (WS_MET1 - PWS_MET1)
Town of Fraser
PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518
www.frasercolorado.com
MEMO TO: Planning Commission Chairperson and Planning Commissioners
FROM: Alyssa Rivas, Baseline Engineering Corporation
DATE: June 22, 2022
SUBJECT: Planner Briefing on Final Plat, Koselig on Main, 406 Zerex St. & 315 Fraser Ave
MATTER BEFORE THE PLANNING COMMISSION:
Final Plat, Koselig on Main, 406 Zerex St. & 315 Fraser Ave
ACTION REQUESTED:
The applicant, 406 Zerex LLC, is requesting Final Plat approval of Koselig on Main, 406 Zerex
St. & 315 Fraser Ave.
BACKGROUND:
This subdivision application is being processed as a Major Subdivision in accordance with
Section 19-3-210 of the Fraser Municipal Code. The purpose of a major subdivision plat is to
divide one (1) or more lots or parcels of land into a total of five (5) or more lots or five (5) or
more dwelling units. The Preliminary Plat and Major Site Plan were conditionally approved at
the Fraser Planning Commission meeting on April 27, 2022 by Resolution 2022-04-01.
Maps below indicate the general vicinity of this proposed development:
Town of Fraser
PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518
www.frasercolorado.com
As outlined in the April 27, 2022 Planner Briefing for the Preliminary Plat and Major Site Plan
approval, the applicant’s project will consist of 4,000 SF of retail space and 20 apartment units.
The project aims to deliver restricted low-income housing units and attainable market units to
provide for rental housing to the residents of Fraser and Grand County. Residential density
and parking requirements were considered consistent with the Fraser Municipal Code and
conditionally approved per Resolution 2022-04-01
Conditions of Preliminary Plat and Major Site Plan approval are listed below with a staff
comment on the status of each item:
1. Applicant to resubmit civil drawings in conjunction with Final Plat submittal.
Staff Comment: Civil drawing were revised, resubmitted and sent out to
referral agencies. A number of comments were returned and the applicant
should address these outstanding comments as a condition of Final Plat
approval.
2. Address review comments in Whitmer Law Firm memo dated 4-16-2022 and revise
documents accordingly.
Staff Comment: The applicant addressed the Whitmer Law Firm comments
aside from providing the final Construction Guarantee Agreement (CGA),
which should be a condition of Final Plat approval.
Town of Fraser
PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518
www.frasercolorado.com
3. Applicant must secure CDOT Access Permit prior to recordation of Final Plat.
Staff Comment: The applicant is working with CDOT to secure the necessary
permits. All required permits should be required prior to recordation of the
Final Plat
4. Address Agency Review Comments included in packet.
Staff Comment: The applicant addressed most of the agency comments from
the Preliminary Plat submittal. Some minor edits are still outstanding.
Addressing these comments should be a condition of Final Plat approval.
5. A Construction Guarantee Agreement (CGA) and appropriate security shall be
submitted and approved prior to building permit issuance.
Staff Comment: This is still outstanding and should be a condition of Final
Plat approval.
6. Confirm the exterior lighting is dark sky compliant. Details to be added to site plan.
Staff Comment: This is still outstanding and should be a condition of Final
Plat approval.
7. The applicant shall pay school and park impact fees prior to recordation of Final Plat.
Staff Comment: This is still outstanding and should be a condition of Final
Plat approval.
8. Applicant shall resubmit for review and approval all Final Plat and site plan
documents. This development application shall be scheduled for Planning
Commission once a complete application has been submitted.
Staff Comment: The applicant resubmitted the Final Plat and Site Plan
documents on March 20, 2022. The application was considered complete and
scheduled for Planning Commission on June 22, 2022.
Staff has provided the following materials in the packet:
• Planner Briefing (THIS MEMO)
• Draft PC Resolution 2022-06-01
• Agency Review Comments
• Proof of Publication
The applicant has provided the following materials in the packet:
• Final Plat & Site Plan
• Conceptual Drawings & Site Plan
• Civil Plans
• Drainage Report
• Cover Letter
• Notice Sent to Neighbors
• Residential Coverage
• Traffic Impact Study
Town of Fraser
PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518
www.frasercolorado.com
The applicant has also provided the following materials that are NOT in the packet:
• Land Use Application
• Title Commitment
• Neighbor list
• Affidavit of Notice
• Phase I Environmental Site Assessment
• Geotechnical Engineering Study
Recommendation:
Staff is recommending that the Planning Commission forward this application to the Fraser
Board of Trustees with a recommendation of approval including the following conditions:
1. Applicant must address all Referral Agency Comments included in the packet.
2. Applicant must resubmit civil drawings in accordance with Referral Agency
Comments prior to building permit issuance.
3. Applicant must secure CDOT Access Permit, if required, prior to recordation of Final
Plat.
4. A Construction Guarantee Agreement (CGA) and appropriate security shall be
submitted and approved prior to building permit issuance.
5. Lighting details and notes must be added to the Exterior Lighting plan showing
compliance with the dark sky regulations of the Municipal Code.
6. The applicant shall pay school and park impact fees prior to recordation of Final Plat.
7. Applicant shall resubmit for review and approval all Final Plat documents. This
development application shall be scheduled before the Town of Fraser Board of
Trustees once a complete application has been submitted.
See PC Resolution 2022-06-01.
Please contact me with questions or concerns at alyssa.rivas@baselinecorp.com
FRASER PLANNING COMMISSION
RESOLUTION NO. 2022-06-01
A RESOLUTION APPROVING A FINAL PLAT FOR KOSELIG ON MAIN, 406 ZEREX ST. AND
315 FRASER AVE, A REPLAT OF LOTS 30-33 LYING N OF US 40, BLOCK 7, 1ST ADDITION
TO THE TOWN OF EASTOM (AKA FRASER), GRAND COUNTY, COLORADO, PART OF
SEC. 19, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM.
At the regular meeting of the Fraser Planning Commission held on June22, 2022, 406
Zerex, LLC requested approval for a Final Plat for Koselig on Main, 406 Zerex St. & 315 Fraser
Ave; and
WHEREAS, 406 Zerex, LLC is the current owner of the property; and
WHEREAS, the applicant is requesting Final Plat approval for Koselig on Main which
would allow for the construction of 4000 +/- SF of retail and 20 apartments at 406 Zerex Street
in Fraser; and
WHEREAS, Staff has determined that this application is in compliance with the Land
Development Code of the Town of Fraser when the conditions listed below have been
addressed.
NOW THEREFORE BE IT RESOLVED that the Fraser Planning Commission has voted
to approve this development application with the following conditions:
1. Applicant must address all Referral Agency Comments included in the packet.
2. Applicant must resubmit civil drawings in accordance with Referral Agency
Comments prior to building permit issuance.
3. Applicant must secure CDOT Access Permit, if required, prior to recordation of Final
Plat.
4. A Construction Guarantee Agreement (CGA) and appropriate security shall be
submitted and approved prior to building permit issuance.
5. Lighting details and notes must be added to the Exterior Lighting plan showing
compliance with the dark sky regulations of the Municipal Code.
6. The applicant shall pay school and park impact fees prior to recordation of Final Plat.
7. Applicant shall resubmit for review and approval all Final Plat documents. This
development application shall be scheduled before the Town of Fraser Board of
Trustees once a complete application has been submitted.
APPROVED AND ADOPTED THIS 22nd DAY OF JUNE, 2022.
FRASER PLANNING COMMMISSION
Chairman
ATTEST:
_________________________________________
Town Clerk
1
Alyssa Rivas
From:Aggen - CDOT, Kandis <kandis.aggen@state.co.us>
Sent:Wednesday, June 8, 2022 8:33 AM
To:Alyssa Rivas
Cc:Brian Killian - CDOT
Subject:Re: 406 Zerex St - Koselig on Main Final Plat Referral Request
[EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.
Hi Alyssa,
Thanks for sending this review.
CDOT is working with the permittee on CDOT access permitting. We have provided comments on the traffic study and
requested a revised study. The application process is on hold until we receive a revised study.
Thanks,
Kandis Aggen
Assistant Access Manager
Region 3 Traffic & Safety
To help prprivacy, Mprevented download from the In
P 970.683.6270 | F 970.683.6290
kandis.aggen@state.co.us | www.codot.gov
222 S. Sixth St., Rm 100, Grand Junction, CO 81501
On Tue, May 24, 2022 at 7:28 PM Alyssa Rivas <alyssa.rivas@baselinecorp.com> wrote:
Referral Agencies,
406 Zerex, LLC., has submitted a Final Plat application to the Town of Fraser for Koselig on Main. Please review the
submittal documents which can be found by clicking the link below. Referral comments will be made part of the public
record of the Town of Fraser. The Planning Commission public hearing will be June 22, 2022. Please provide any
comments to be by June 10, 2022.
https://www.dropbox.com/scl/fo/9ohsimrudpstfeatobkpo/h?dl=0&rlkey=jltmrxsv8ouoy2aw8vavqq8lv
2
Thank you,
ALYSSA RIVAS | ASSOCIATE PLANNER
Baseline Engineering Corporation | Engineering, Planning, & Surveying
Phone: 303.940.9966 | Cell: 719.332.3928 | www.baselinecorp.com | Social Media
Office: 112 N. Rubey Drive, #210, Golden, CO 80403
Thank you for your ongoing support! We are now in the office, as well as home, continuing to provide the best services for our clients.
Employee Owned
5970 Greenwood Plaza Blvd
Greenwood Village, CO 80111 Tel: +1 303-751-0741 hello@merrick.com
www.merrick.com
June 10, 2022
Ms. Julie Esterl
Principal Planner
Baseline Engineering Corporation
112 N. Ruby Drive #210
Golden, CO 80403
RE: Review of 406 Zerex St. - Koselig on Main Final Plat
Dear Ms. Esterl:
Merrick & Company has reviewed the proposed Final Plat for 406 Zerex St.- Koselig on Main and the
associated Title Commitment dated 4-29-2022 with the following comments and concerns.
1. The property described and shown on the plat does not match the property described in the
Title Commitment dated 4-29-2022.
2. The property depicted on the plat does not match the Title Commitment property or the
property description written on the plat.
3. The Basis of Bearings needs to fully describe the monuments used.
4. The Basis of Bearings depicted on the plat does not match the written Basis of Bearings
Statement.
5. Vicinity map is at too large of a scale and needs to be at a Quarter Section scale view, not a
multiple section scale view.
6. Font size and type is very inconsistent.
a. Typically 0.08 to 0.1 of the drawing scale for regular text.
b. Title text and label text such as Sections, Roads, etc. can be slightly larger.
7. There is no Statement of Land Surveyors Statue of Limitations [CRS 38-80-105]
8. Sheet 2 does not seem to pertain to a final plat and should be removed.
9. Contours, utilities, and other improvements not related to boundary determination should not
be shown.
10. Monuments need to be existent at all corners of the parcel.
11. The Town of Eastom Plat is requested to be submitted for cross check.
a. Historical Lots and Blocks should be labeled in a screened (shaded) color for reference.
12. A closure report is requested to cross check the bearing and distance calls and the area.
13. Bold lines should be reserved for the boundary of the parcel. Please lighten the lines that do
not pertain to the boundary.
14. Bearings and Distances and label tags associated with the boundary should be bold and a
consistent font.
15. Recording information needs to be shown for adjoining rights-of-way.
16. A statement of scale or representative fraction of the drawing is missing. (Note that only the
bar scale is shown).
17. A statement of lineal units needs to be added.
Please feel free to contact me at 970-744-4614. I can also be e-mailed at jacob.frisch@merrick.com.
Sincerely,
Jacob S. Frisch, PLS, CFedS
Northern Colorado Survey Manager
Employee Owned
2480 W. 26th Street, Unit B225
Denver, Colorado 80211 Tel: +1 303-964-3333 hello@merrick.com
www.merrick.com
June 9, 2022
Ed Cannon, Town Manager
Town of Fraser
153 Fraser Avenue, P.O. Box 370
Fraser, Colorado 80442
RE: KOSELIG ON MAIN DRAINAGE REVIEW
Dear Mr. Cannon:
We have reviewed the Koselig on Main submittal received May 27, 2022. The submittal included the
Koselig on Main Drainage Memorandum and Construction Plans, dated May 20, 2022 by JVA Consulting
Engineers. We have the following comments to offer related to the drainage improvements.
Drainage Report
1. For the Infiltration Basin, we have the following comments:
a. The geotechnical report does not provide recommendations related to an underground infiltration
basin. Provide groundwater elevation and soil conditions, such as infiltration rates, needed to
inform the design.
b. Since underground storage has a high risk of plugging, is difficult to maintain, may have unknown
geotechnical conditions, and does not provide freeboard as a typical pond would have, we
recommend that the storage volume be increased by at least 15% to provide a safety factor.
c. It is preferred to have an outlet pipe for underground storage facilities, instead of only relying on
infiltration. If possible, provide an outlet pipe that connects to the existing storm sewer system in
Frazer Avenue or that directly outfalls to the river.
d. The volume sizing calculation is based on the assumption that infiltration will occur at the historic
flow rate. Provide the estimated infiltration rate based on the existing soil conditions and verify
that this rate is equal to or greater than the historic flow rate. If it is less than the historic flow rate,
increase the required volume.
e. Maintenance will be the responsibility of the property owner. Provide a maintenance plan that
describes how the pond will be maintained, equipment needed, and a maintenance schedule.
2. Provide sizing calculations for the proposed storm sewer pipes, including the pipe connections from
the inlets to the infiltration basin and inlet control calculation for the 6” PVC with a small pipe headwall.
3. Provide sizing calculations for the proposed concrete pan.
4. Provide sizing calculations for the proposed valley inlets. Similar to Comment 12 below, the existing
alley grades just north of the inlets is lower than the grate elevations so ponded water will not be
contained. Adjust the proposed grading to provide the minimum required ponding depth at the inlets,
plus freeboard.
5. Provide a copy of the Drainage Map in the Drainage Memorandum.
q:\denver_north\projects\0492-07 fraser development reviews\reviews\koselig on main(406 zerex st)\2022-0527 submittal\koselig on
main drainage review_2022-0610.docx
Construction Plans
6. Provide a cover sheet that includes the project name, type of document (i.e., Final Development
Plans, Site Plans, Preliminary Plans, etc.), and location map.
7. On Sheets C0.2 and C1.0. existing inlets are shown at the intersections of Hwy. 40 and Fraser Ave.
and Doc Susie Ave. and Fraser Ave. Show the existing storm sewer system that connects these
inlets, the pipe size, and where it outfalls to.
8. On Sheet C1.0, we recommend that the finished floor elevations (FFE) for both buildings be raised
to protect them from potential street flooding. Without analyzing offsite runoff to the existing gutters
and concrete pans along Hwy. 40 and Fraser Avenue, we recommend assuming that the flow depth
will be at least 1-foot deep, which is typically the maximum allowed street flow depth. Allowing for
0.5 feet of freeboard, the FFE’s should be set at lease 1.5 feet above the highest adjacent flowline
elevation. Currently the FFE’s for both buildings are set at about the flowline elevations which
appears to have a high risk for flooding.
9. On Sheet C1.0, just northwest of the Hwy. 40 and Fraser Ave. intersection, it appears that a section
of concrete pan is proposed where there is an existing driveway ramp. The driveway ramp will no
longer be needed, so instead of a concrete pan, provide curb and gutter for this section of sidewalk
and match to the existing curb and gutter at each end. Adjust the sidewalk grading as needed.
10. On Sheet C1.0, it appears that a pond is proposed between the two buildings just north of Fraser
Ave. Clarify the purpose of this low graded area.
11. On Sheet C1.0, relocate the trash enclosure so it is not shown blocking the south half of the concrete
pan.
12. On Sheet C1.0, it shows that runoff from the parking lot area is intended to be routed by about a 4’
wide concrete pan that would only be 2 inches deep. The existing alley grades just north of the
concrete pan are lower and do not provide additional depth to contain flow in the concrete pan. Verify
that the concrete pan has capacity to contain the 100-year tributary flow. Freeboard must also be
provided to ensure this runoff is contained and routed to the inlets and infiltration basin.
13. On Sheet C1.0, several small-sized PVC storm pipes are proposed. We recommend increasing the
pipe sizes to be 10 inches minimum to reduce the potential for clogging and for easier maintenance.
14. For the proposed PVC storm pipes, provide cleanouts as needed.
15. On Sheet C1.0, a trash removal structure that is easily accessible must be provided at all the inflows
to the underground detention system. This can be an inlet or manhole type structure that is designed
to remove trash and sediment. We recommend routing the two 6” PVC and 8” PVC storm pipes to a
single trash removal structure. The proposed valley inlets must be modified to provide trash removal.
16. Provide a detailed layout of the infiltration basin, including the size of pipes, cells, infiltration
layers/materials, inspection ports and/or access manholes for maintenance, elevations, and
dimensions.
Please let us know if you have any questions.
q:\denver_north\projects\0492-07 fraser development reviews\reviews\koselig on main(406 zerex st)\2022-0527 submittal\koselig on
main drainage review_2022-0610.docx
Sincerely,
Merrick & Company
Jeanne M. Boyle, PE, CFM
Cc: Alyssa Rivas, Baseline Engineering Corporation
Julie Esterl, Baseline Engineering Corporation
Ryan Helle, Baseline Engineering Corporation
1
Alyssa Rivas
From:Jean Johnston <JeanJ@mpei.com>
Sent:Wednesday, June 1, 2022 1:16 PM
To:Alyssa Rivas
Cc:Julie Esterl; Ryan Helle
Subject:FW: 406 Zerex St - Koselig on Main Final Plat Referral Request
Follow Up Flag:Follow up
Flag Status:Flagged
[EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.
Hi Alyssa,
MPEI would like easement language included on the front page of the plat. If this does not happen, then we will need to
ask the developer for an easement before we install our equipment on the site.
A blanket easement works best for this type of plat. See below.
Blanket Easement:
PER THIS PLAT, A BLANKET EASEMENT UPON, ACROSS, ABOVE, OVER, UNDER AND THROUGH THE SUBJECT
PROPERTY IS GRANTED TO MOUNTAIN PARKS ELECTRIC, INC. FOR THE PURPOSE OF INGRESS TO AND EGRESS
FROM, AND THE INSTALLATION, REPAIR, REPLACEMENT, OPERATION AND MAINTENANCE OF AN ELECTRIC
DISTRIBUTION SYSTEM, INCLUDING ELECTRIC LINES AND ALL ASSOCIATED FACILITIES.
WITH RESPECT TO THE ELECTRIC UTILITY EASEMENT GRANTED HEREBY, NO STRUCTURE SHALL BE ALLOWED
CLOSER THAN TEN FEET (10’) FROM ANY PRIMARY VOLTAGE POWER LINES OR WITHIN TEN FEET (10’) AROUND
ANY ABOVE GROUND EQUIPMENT. NO OTHER UTILITY LINE (WHETHER GAS, WATER, SEWER OR OTHER UTILITY)
SHALL BE ALLOWED CLOSER THAN FIVE FEET (5’) FROM ANY PRIMARY VOLTAGE POWER LINES OR WITHIN FIVE
FEET (5’) AROUND ANY ABOVE GROUND EQUIPMENT. NOT WITHSTANDING THE FOREGOING, UNDERGROUND
COMMUNICATION FACILITIES SHALL NOT BE ALLOWED CLOSER THAN ONE FOOT (1’) TO ANY POWER LINES AND
ABOVE GROUND COMMUNICATION FACITLITIES SHALL NOT BE CLOSER THAN TWO FEET (2’) TO ANY ABOVE
GROUND ELECTRIC FACILITIES. NO GRADE CHANGES (FILL OR CUT) IN EXCESS OF SIX INCHES (6”) ARE PERMITTED
WITHIN TEN FEET (10’) OF ANY PRIMARY ELECTRIC LINE OR WITHIN FIVE FEET (5’) OF ANY OTHER FACILITY,
INCLUDING SECONDARY ELECTRIC LINES, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM MOUNTAIN PARKS
ELECTRIC, INC.
Please let me know if you have any questions. Jean
Jean Johnston
Right of Way Specialist, Sr Staker
JeanJ@mpei.com
ex 265
Mountain Parks Electric, Inc.
321 West Agate Ave • P.O. Box 170, Granby, CO 80446-0170 • 970.887.3378
We are owned by those we serve.
This institution is an equal opportunity provider and employer.
2
Click here to take our quick online survey for chance to win a $100 bill credit!
From: Alyssa Rivas <alyssa.rivas@baselinecorp.com>
Sent: Tuesday, May 24, 2022 7:28 PM
To: 'Kent@whitmerlawfirm.com' <Kent@whitmerlawfirm.com>; Jean Johnston <JeanJ@mpei.com>;
'kandis.aggen@state.co.us' <kandis.aggen@state.co.us>; 'dsoles@eastgrandfire.com' <dsoles@eastgrandfire.com>;
'rmowrey@eastgrandfire.com' <rmowrey@eastgrandfire.com>; 'julie.koehler@merrick.com'
<julie.koehler@merrick.com>; 'brian.killian@state.co.us' <brian.killian@state.co.us>
Cc: Julie Esterl <julie.esterl@baselinecorp.com>; Ryan Helle <ryan.helle@baselinecorp.com>
Subject: [External] 406 Zerex St ‐ Koselig on Main Final Plat Referral Request
Referral Agencies,
406 Zerex, LLC., has submitted a Final Plat application to the Town of Fraser for Koselig on Main. Please review the
submittal documents which can be found by clicking the link below. Referral comments will be made part of the public
record of the Town of Fraser. The Planning Commission public hearing will be June 22, 2022. Please provide any
comments to be by June 10, 2022.
https://www.dropbox.com/scl/fo/9ohsimrudpstfeatobkpo/h?dl=0&rlkey=jltmrxsv8ouoy2aw8vavqq8lv
Thank you,
ALYSSA RIVAS | ASSOCIATE PLANNER
Baseline Engineering Corporation | Engineering, Planning, & Surveying
Phone: 303.940.9966 | Cell: 719.332.3928 | www.baselinecorp.com | Social Media
Office: 112 N. Rubey Drive, #210, Golden, CO 80403
Thank you for your ongoing support! We are now in the office, as well as home, continuing to provide the best services for our clients.
Caution: This email originated from outside of MPEI. Do not click links or open attachments unless you recognize
the sender and know the content is safe.
1
Alyssa Rivas
From:Will Berry <will@whitmerlawfirm.com>
Sent:Wednesday, June 8, 2022 2:15 PM
To:Alyssa Rivas
Cc:Kent Whitmer
Subject:FW: 406 Zerex St - Koselig on Main Final Plat Referral Request
[EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.
Hello Alyssa,
We’ve reviewed the final plat submittal and only have a few comments.
TC § 19‐3‐230(e) requires a plat note advising that CO’s cannot be issued until SIA improvements are
complete and accepted by the Town. Here’s some suggested language.
o All purchasers, owners, and tenants of any lot, parcel, or tract shown on this plat are hereby
notified that although building permits may be issued prior to final completion of subdivision
improvements, no certificate of occupancy may be issued for a structure on any lot, parcel, or
tract until all such improvements, as required by the Subdivision Improvements Agreement
entered into with the Town of Fraser, have been completed and preliminarily accepted by the
Town in accordance with Fraser Town Code § 19‐3‐445.
Section 10.1 of the SIA needs to be completed and we need copies of the assembled SIA exhibits.
Thanks,
William G. Berry, Attorney
The Whitmer Law Firm, LLC
Telephone: 970.725.3460 ex. 2
Website: www.whitmerlawfirm.com
From: Alyssa Rivas <alyssa.rivas@baselinecorp.com>
Sent: Tuesday, June 7, 2022 12:31 PM
To: Kent Whitmer <kent@whitmerlawfirm.com>; 'kandis.aggen@state.co.us' <kandis.aggen@state.co.us>;
'dsoles@eastgrandfire.com' <dsoles@eastgrandfire.com>; 'rmowrey@eastgrandfire.com'
<rmowrey@eastgrandfire.com>; 'brian.killian@state.co.us' <brian.killian@state.co.us>
Cc: Julie Esterl <julie.esterl@baselinecorp.com>
Subject: RE: 406 Zerex St ‐ Koselig on Main Final Plat Referral Request
Hi all,
I just want to confirm that you received the below referral request on 5/24/2022 – this is a new process for us as we
begin our work with the Town of Fraser and I wanted to make sure it wasn’t sitting in anyone’s junk folder. Again, please
return any comments to me by June 10th.
Thank you,
ALYSSA RIVAS | ASSOCIATE PLANNER
2
Baseline Engineering Corporation | Engineering, Planning, & Surveying
Phone: 303.940.9966 | Cell: 719.332.3928 | www.baselinecorp.com | Social Media
Office: 112 N. Rubey Drive, #210, Golden, CO 80403
Thank you for your ongoing support! We are now in the office, as well as home, continuing to provide the best services for our clients.
From: Alyssa Rivas
Sent: Tuesday, May 24, 2022 7:28 PM
To: 'Kent@whitmerlawfirm.com' <Kent@whitmerlawfirm.com>; 'jeanj@mpei.com' <jeanj@mpei.com>;
'kandis.aggen@state.co.us' <kandis.aggen@state.co.us>; 'dsoles@eastgrandfire.com' <dsoles@eastgrandfire.com>;
'rmowrey@eastgrandfire.com' <rmowrey@eastgrandfire.com>; 'julie.koehler@merrick.com'
<julie.koehler@merrick.com>; 'brian.killian@state.co.us' <brian.killian@state.co.us>
Cc: Julie Esterl <julie.esterl@baselinecorp.com>; Ryan Helle <ryan.helle@baselinecorp.com>
Subject: 406 Zerex St ‐ Koselig on Main Final Plat Referral Request
Referral Agencies,
406 Zerex, LLC., has submitted a Final Plat application to the Town of Fraser for Koselig on Main. Please review the
submittal documents which can be found by clicking the link below. Referral comments will be made part of the public
record of the Town of Fraser. The Planning Commission public hearing will be June 22, 2022. Please provide any
comments to be by June 10, 2022.
https://www.dropbox.com/scl/fo/9ohsimrudpstfeatobkpo/h?dl=0&rlkey=jltmrxsv8ouoy2aw8vavqq8lv
Thank you,
ALYSSA RIVAS | ASSOCIATE PLANNER
Baseline Engineering Corporation | Engineering, Planning, & Surveying
Phone: 303.940.9966 | Cell: 719.332.3928 | www.baselinecorp.com | Social Media
Office: 112 N. Rubey Drive, #210, Golden, CO 80403
Thank you for your ongoing support! We are now in the office, as well as home, continuing to provide the best services for our clients.
Koselig on Main Final Plat PC Hearing - Page 1 of 1
FILER
Julie Esterl
julie.esterl@baselinecorp.com
(970) 726-5491
FILING FOR
Middle Park Times
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BOOK 426, PAGE 0428
OWNER: TOWN OF FRASER
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CS
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T.1S, R.75W
REC. #2012002871
OWNER: 404 DOC SUSIE LLC
E1/2 NE1/4
S.19, T.1S, R.75
BOOK 426, PAGE 0428
OWNER: TOWN OF FRASER
BOOK 242
PAGE 606
OWNER: YOUNGS REAL
ESTATE CO., LLC
NE1/4 S.19
T.1S, R.75W
REC. #2015006301
OWNER: CAMERON, CHRISTOPHER
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20' WIDE ALLEY
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CS
NE1/4 S.19
T.1S, R.75W
REC. #2012002871
OWNER: 404 DOC SUSIE LLC
E1/2 NE1/4
S.19, T.1S, R.75
BOOK 426, PAGE 0428
OWNER: TOWN OF FRASER
BOOK 242
PAGE 606
OWNER: YOUNGS REAL
ESTATE CO., LLC
NE1/4 S.19
T.1S, R.75W
REC. #2015006301
OWNER: CAMERON, CHRISTOPHER
PALMER
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(60' ROW)
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VACATED ROW REC #2001-012433
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CD3.1
5/20/22
May 20, 2022
Catherine Trotter, AICP
Town Planner
153 Fraser Ave
PO Box 370
Fraser, CO 80442
RE: Koselig on Main – Drainage Memorandum
JVA Job Number 3544c
Dear Catherine:
JVA, Inc. has performed an analysis for the proposed stormwater utilities on the project site
including historic and developed conditions. The proposed development was analyzed as one site.
Drainage Design Criteria
Runoff analyses for the proposed site, as well as the historic site, were determined using the
Rational Method (Q=CIA). The runoff coefficients (C) for various land usages were obtained
from the Urban Storm Drainage Criteria Manual by the Mile High Flood District (MHFD),
where applicable. Intensities (I) were determined using the point rainfall values published within
the latest NOAA Atlas 14 and calculated Time of Concentration (tc). Pre- and Post-development
imperviousness calculations for each sub-basin, corresponding rainfall intensities, composite
runoff coefficients, and storm flows for the 10-year and 100-year storms for each basin are
provided in the appendix.
Detention and stormwater quality requirements are proposed to be met with directing site flows
to an on-site infiltration basin. The basin will be sized accordingly to capture 100% of the 100 yr,
24-hr storm event. It is recommended that an easement be proposed to allow access and maintain
the infiltration basin.
Drainage Basin Descriptions
Existing Basins:
Basin H1 consists of the entire undeveloped site. Currently the entirety of the site flows from the
southwest to the northeast. Flows are then captured and conveyed within concrete pans located in
the alley north of the site, within the Town Right-of-Way (ROW).
Offsite flows do not enter the site in existing conditions. Existing US Highway 40 improvements
include curb and gutter and cross pans that divert stormwater from entering the property from the
west. An existing pan along the south Fraser Avenue property boundary conveys offsite stormwater
around the property.
Developed Basins:
Basin ‘Full Site’ consists of the entire developed site. All flows from the site will be conveyed to
the on site infiltration basin along the north portion of the site. In the event of a storm runoff event
greater than the volume of the infiltration basin, the basin will overflow into the alley north of the
site and be conveyed along existing drainage patterns within the Town ROW.
Koselig on Main
Drainage Report
5/20/2022
2 of 2
Conclusions
Calculations for the historic and developed basins described above are attached to this letter.
Detention and Water Quality:
It is shown in the attached calculations that the proposed infiltration basin will retain 100% of the
100 yr, 24-hr storm. Water quality is achieved through the infiltration process. As sediment builds
up, routine maintenance of the proposed infiltration basin will be required. Easily accessible
maintenance points will be included in the final design for this purpose.
Conveyance:
The proposed drainage design will convey the 100 yr storm runoff to the infiltration basin without
overtopping. In case of an emergency overflow excess runoff will be directed into the Town ROW
north of the site. Offsite flows are directed around the site via existing curb and gutter and valley
pans within the Town ROW.
Sincerely,
JVA, INCORPORATED
By: ____________________________________
[Samuel Redfield, P.E.]
[Senior Project Engineer]
Enclosures:
Rational Method Calculations
Contech Infiltration Basin Sizing Report
JVA Incorporated Job Name: Koselig On Main
PO Box 1860 Job Number: 3544c
47 Cooper Creek Way, S 328 Date: 3/14/22
Winter Park, CO 80482 By: SAR
Ph: (970) 722 7677
Koselig On Main
Historic Runoff Coefficient & Time of Concentration Calculations
Location: Fraser
Minor Design Storm: 10
Major Design Storm: 100
Soil Type: C/D
Basin Design Data
I (%) = 100% 90% 90% 40% 25% 25% 2% 2% I (%)tc Comp tc
Final
Basin
Name
Design
Point
Apaved
streets
(sf)
Adrives/co
nc (sf)
Aroof
(sf)
Agravel
(sf)
Aplygnd
(sf)
Aart. turf
(sf)
Alscape (B
soil)
(sf)
Alscape
(C/D soil)
(sf)
ATotal
(sf)
ATotal
(ac)
Imp
(%)C2 C5 C10 C100
Upper
most
Length
(ft)
Slope
(%)
ti
(min)
Length
(ft)
Slope
(%)Type of Land Surface K
Velocity
(fps)
tt
(min)
Time of
Conc
ti + tt = tc
Total
Length
(ft)
tc=(L/180)+
10 (min.)
Min
tc
H1 1 1,461 23,792 25,253 0.58 7.1% 0.06 0.11 0.25 0.54 60 2.8% 9.9 0 1.0%
Paved areas & shallow
paved swales 20 2.0 0.0 9.9 60 10.3 9.9
0 0.00
Paved areas & shallow
paved swales 20 0 10.0
0 0.00
Paved areas & shallow
paved swales 20 0 10.0
0 0.00
Paved areas & shallow
paved swales 20 0 10.0
0 0.00
Paved areas & shallow
paved swales 20 0 10.0
TOTAL SITE 0 1,461 0 0 0 0 23,792 0 25,253 0.58 7.1% 0.06 0.11 0.25 0.54
I = (28.5 P1) / ((10 + TC) 0.786)
Basin
Name
Design
Point
Time of
Conc
(tc)
C2 C5 C10 C100 2 5 10 100 ATotal (sf)ATotal
(ac)
Q2 Q5 Q10 Q100
H1 1 9.9 0.06 0.11 0.25 0.54 1.48 1.88 2.26 3.97 25,253 0.58 0.05 0.12 0.33 1.24
0 0 0 0.00
0 0 0 0.00
0 0 0 0.00
0 0 0 0.00
TOTAL SITE 25,253 0.58 0.05 0.12 0.33 1.24
Initial Overland Time (ti)Travel Time (tt) tt=Length/(Velocity
x 60)
tc Urbanized Check
ON
Runoff Coeff's Rainfall Intensities (in/hr)Area Flow Rates (cfs)
Runoff Coeff's
3544c - Rational Calculations Historic Page 1 of 8
JVA Incorporated Job Name: Koselig On Main
PO Box 1860 Job Number: 3544c
47 Cooper Creek Way, S 328 Date: 3/14/22
Winter Park, CO 80482 By: SAR
Ph: (970) 722 7677
Koselig On Main
Composite Runoff Coefficient Calculations
Location: Fraser
Minor Design Storm: 10
Major Design Storm: 100 CA = KA + (1.31i^3 - 1.44i^2 + 1.135i + 0.12)
Soil Type: C/D CCD = KCD + (0.858i^3 - 0.786i^2 + 0.774i + 0.04)
CB = (CA + CCD)/2
Basin Design Data
I (%) = 100% 90% 90% 40% 25% 25% 2% 2% I (%)
Basin
Name
Design
Point
Apaved
streets
(sf)
Adrives/c
onc (sf)
Aroof
(sf)
Agravel
(sf)
Aplygnd
(sf)
Aart. turf
(sf)
Alscape (B
soil)
(sf)
Alscape
(C/D soil)
(sf)
ATotal
(sf)
ATotal
(ac)
Imp
(%)C2 C5 C10 C100
Full Site 1 7,611 4,072 10,384 3,185 25,252 0.58 81.9% 0.73 0.76 0.81 0.88
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
Runoff Coeff's
3544c - Rational Calculations Developed C Page 2 of 8
JVA Incorporated Job Name: Koselig On Main
PO Box 1860 Job Number: 3544c
47 Cooper Creek Way, S 328 Date: 3/14/22
Winter Park, CO 80482 By: SAR
Ph: (970) 722 7677
Koselig On Main
Time of Concentration Calculations
Location: Fraser
Minor Design Storm: 10
Major Design Storm: 100
Soil Type: C/D
Sub-Basin Data tc Comp tc
Final
Basin
Name
Design
Point
ATotal
(ac)C5
Upper
most
Length
(ft)
Slope
(%)
ti
(min)
Length
(ft)Slope (%) Type of Land Surface
Cv
Velocity
(fps)
tt
(min)
Time of
Conc
ti + tt = tc
Total
Length
(ft)
tc=(L/180)+
10 (min)
Min
tc
Full Site 1 0.58 0.76 66 2.0% 4.0 0 0.0%
Paved areas & shallow
paved swales 20 0.0 0.0 4.0 66 10.4 5.0
0 0 0.00
Paved areas & shallow
paved swales 20 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
0 0 0.00 #N/A 0 10.0
Initial Overland Time (ti)Travel Time (tt)
tt=Length/(Velocity x 60)
tc Urbanized Check
ON
3544c - Rational Calculations Developed Tc Page 4 of 8
JVA Incorporated Job Name: Koselig On Main
PO Box 1860 Job Number: 3544c
47 Cooper Creek Way, S 328 Date: 3/14/22
Winter Park, CO 80482 By: SAR
Ph: (970) 722 7677
Koselig On Main Developed Storm Runoff Calculations
Design Storm : 100 Year
Point Hour Rainfall (P1) : 1.46 I = (28.5 P1) / ((10 + TC)^0.786)
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Full Site 1 0.58 0.88 5.00 0.51 4.95 2.52 5.00 0.51 4.95 2.52 Infiltration Basin
Direct Runoff Total Runoff Inlets Pipe Pipe/Swale Travel Time
3544c - Rational Calculations Q100 Page 6 of 8
JVA Incorporated Job Name: Koselig On Main
PO Box 1860 Job Number: 3544c
47 Cooper Creek Way, S 328 Date: 3/14/22
Winter Park, CO 80482 By: SAR
Ph: (970) 722 7677
Koselig On Main Developed Storm Runoff Calculations
Design Storm : 10 Year
Point Hour Rainfall (P1) : 0.83 I = (28.5 P1) / ((10 + TC)^0.786)
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Full Site 1 0.58 0.81 5.00 0.47 2.82 1.32 5.00 0.47 2.83 1.32 Infiltration Basin
Direct Runoff Total Runoff Inlets Pipe Pipe/Swale Travel Time
3544c - Rational Calculations Q Minor Page 7 of 8
JVA Incorporated Job Name: Koselig On Main
PO Box 1860 Job Number: 3544c
47 Cooper Creek Way, S 328 Date: 3/14/22
Winter Park, CO 80482 By: SAR
Ph: (970) 722 7677
Koselig On Main
Detention Volume Calculations: Rational Method
Based on FAA Procedure, per Federal Aviation Agency "Airport Drainage" Manual
Developed Drainage Basin Full Site
Design Storm 100 year
Composite "C" Factor 0.88
Basin Size 0.58
Historic Drainage Basin H1
Design Storm 100 year
Composite "C" Factor 0.54
Basin Size 0.58
Detention = (Cd-Ch)*P*A
P = 24-hr, 100-yr = 3.50 in
Detention = (Cd-Ch)*P*A0.05752 ac-ft
2505 cf
3544c - Rational Calculations Rational Method Detention Page 8 of 8
Date:3/14/2022
Project Name:Koselig On Main
City / County:Fraser/Grand
State:Colorado
Designed By:SAR
Company:JVA, Inc.
=Adjustable Input Cells Telephone:
Out-to-out length (ft): 63.0 Backfill Porosity (%): 40% System Diameter (in): 24
Out-to-out width (ft):26.0 Depth Above Pipe (in):0.0 Pipe Spacing (in):12
Number of Manifolds (ea):1.0 Depth Below Pipe (in):0.0 Incremental Analysis (in):2
Number of Barrels (ea):9.0 Width At Ends (ft):1.0 System Invert (Elevation):0
Width At Sides (ft):1.0
Depth (ft) Elevation (ft)
Incremental
Storage (cf)
Cumulative
Storage (cf)
Incremental
Storage (cf)
Cumulative
Storage (cf)
Incremental
Storage (cf)
Cumulative
Storage (cf)
Percent Open
Storage (%)
Ave. Surface
Area (sf)
0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 728.0
0.17 0.16 71.9 71.9 92.6 92.6 164.5 164.5 43.7% 1,109.4
0.33 0.33 126.0 197.9 70.9 163.5 196.9 361.4 54.8% 1,242.3
0.50 0.50 155.3 353.2 59.2 222.7 214.5 575.9 61.3% 1,325.6
0.67 0.66 173.9 527.1 51.8 274.5 225.7 801.6 65.8% 1,378.5
0.83 0.83 185.3 712.4 47.2 321.7 232.5 1,034.1 68.9% 1,408.3
1.00 1.00 190.8 903.2 45.0 366.7 235.8 1,269.9 71.1% 1,418.0
1.17 1.16 190.8 1,094.0 45.0 411.7 235.8 1,505.7 72.7% 1,408.3
1.33 1.33 185.3 1,279.3 47.2 458.9 232.5 1,738.3 73.6% 1,378.5
1.50 1.50 173.9 1,453.3 51.8 510.7 225.7 1,964.0 74.0% 1,325.6
1.67 1.66 155.3 1,608.5 59.2 569.9 214.5 2,178.4 73.8% 1,242.3
1.83 1.83 126.0 1,734.5 70.9 640.9 196.9 2,375.4 73.0% 1,109.4
2.00 2.00 71.9 1,806.4 92.6 733.4 164.5 2,539.8 71.1% 728.0
Pipe Stone Total SystemSystem
Storage Volume Estimation
Miscellaneous
Contech Engineered Solutions, LLC is pleased to offer the following estimate of storage volume for the above named project. The results are submitted as an
estimate only, without liability on the part of Contech Engineered Solutions, LLC for accuracy or suitability to any particular applicaton and are subject to
verification of the Engineer of Record. This tool is only applicable for rectangular shaped systems.
CMP: Underground Detention System
Storage Volume Estimation
Summary of Inputs
Pipe & Analysis InformationSystem Information Backfill Information
These results are submitted to you as a guideline only, without liability on the part of CONTECH Engineered Solutions, LLC for accuracy or suitability to
any particular application, and are subject to your verification.
Dear Fraser Planning Commission,
We are excited to present you with our plans for a mixed-use development at 406 Zerex St and
315 Fraser Avenue. This submittal will aim to answer your questions about who we are, how we
got here and what we are proposing.
Who We Are:
Byson Investments (Byson) is the developer on this project. Managing partners Greg Bechler
and Kevin Rifkin both grew up in Colorado, attended CU Boulder and have enjoyed their winters
and summers in the Fraser Valley for the majority of their lives. Having spent the last 10 years
working on real estate development projects across Colorado and the US, Greg and Kevin have
developed an acumen for delivering quality real estate developments that contribute positively
to the community that encompasses the project. Byson has partnered with what we feel is one
of the best all-around development teams in Fraser and the county. Peter Nelson Architecture
will serve as the project’s architect of record with Peter Nelson and Krista Klancke leading the
way to ensure our project meets the expectations of longtime residents and seasonal workers
alike. PGArnold will serve as the project’s general contractor with Thomas Elliot leading their
team. We are so excited to have such a solid local GC on board that will ensure we deliver as
planned and on time! JVA Inc. will serve as Civil and Structural Engineer for the project with
Kevin Vecchiarelli and Craig Kobe leading Civil and Structural efforts respectively. We are so
happy to have such a strong contingent of Fraser and Grand County residents on our
development team as we feel this will help us deliver something that truly meets the needs of
those living in Downtown Fraser.
How we got here:
After reading the 2017 Downtown Fraser Strategic Plan, Kevin and Greg realized that there was
a need that matched their skillset, in their own backyard. We quickly began the acquisition
process and were able to find a parcel of land that we feel is the center of downtown Fraser.
Once home to longtime favorite eateries Dairy King and One Love restaurant the site sits across
highway 40 from the Fraser train station and is adjacent to some of Fraser’s best bars,
restaurants and trail systems. After falling in love with the site’s potential Greg and Kevin
quickly started to connect with their architect and the town to discuss the most important
question, “What would work best at this site?” In line with the 2017 plan the answer was retail
facing highway 40 and denser, attainable long-term housing. Having delivered similar projects
in the past Kevin and Greg got started on planning with their team and the town. After 8
months of collaboration and planning the team has developed a project plan that we think will
make an awesome contribution to the local area and more importantly the locals themselves.
What we are proposing:
The proposed development will consist of two buildings, one that fronts highway 40 and one
that fronts Doc Susie Avenue. The building on highway 40 will consist of ~4,000 sqft of retail
space on the first floor and two additional floors of apartment units. There will be ten two-
bedroom units in this building. The building fronting Doc Susie Avenue will consist of ten
apartment units as well. The first floor will consist of a parking garage and two ground floor
units. One unit is an ADA accessible one-bedroom unit and the other is also a one-bedroom
unit. Both of these units will be deed restricted at 80% AMI. The second and third floors will
consist of a total of four three-bedroom units and four two-bedroom units. All units will come
with in unit washer and dryers and 18 of the 20 units will come with private outdoor space and
covered storage closets large enough to fit bikes, skis and even kayaks.
Both buildings will have exteriors that blend into the surrounding area with a mix of wood and
steel siding, exposed concrete and a large space on the Doc Susie building that we hope to have
a mural commissioned by the Fraser Art committee. Color tones will include different shades of
charcoal and brown as shown in our architectural drawings. The retail space along highway 40
will be glass frontage with garage doors on the north and south ends creating a welcoming
indoor/outdoor experience for our future restaurant tenants.
The project will utilize off site fabrication for certain building components (walls, floors, roof
trusses) to limit the amount of waste produced when compared to traditional framing, and
more importantly limit the amount of time the site has unfinished materials spread across it.
By creating an interior facing parking lot and covered parking garage we aim to create an
attractive street scape that allows those walking along the street to enjoy our project's
buildings and landscape as opposed to parking lots. In addition to the building on highway 40
having two outdoor patios on the north and south ends, the project will have ~2,000 sqft of
green space where residents and locals can come to enjoy a quiet and secluded park as they
walk through town.
The planned development conforms to all zoning codes laid out in the River Walk Mixed Use
Overlay District (RMU).
LAND USE APPLICATION FORM
PROJECT NAME
DATE RECEIVED: APPLICATION FEE:
TYPE OF APPLICATION HEARING DATE:
Annexation, Zoning, Concept Plan Change of Zone Development Permit
Conditional Use Final Plat Minor Subdivision Plat
As Built Plat Planned Unit Development Preliminary Plat
Site Plan Sketch Plan Subdivision Exemption
Vacation of Street or Easement Variance Other
Final Planned Development Plan
PROJECT INFORMATION
Applicant’s Name: Project Location:
Address:
Existing Zoning:
Phone/Fax:
Relation to Property Owner: Proposed Zoning:
Legal Description of Property (lots, blocks, tracts, subdivision name, or metes &
bounds - attach additional sheet, if necessary):
Total Acreage of Property under Consideration:
Number of Existing Residential Lots: Number of Proposed Residential Lots:
Type of Housing Proposed:
Number of Existing Commercial Lots: Number of Proposed Commercial Lots:
ADDITIONAL CONTACTS
Property Owner: Consultant:
Address: Address:
City/State/Zip: City/State/Zip:
Phone/Fax: Phone/Fax:
CERTIFICATION
I hereby affirm that I have full legal capacity to authorize the filing of this application and that all information and exhibits
herewith submitted are true and correct to the best of my knowledge. The Authorized Signer invites Town of Fraser
representatives to make all reasonable inspections and investigations of the subject property during the period of processing this
application. I further agree to pay all fees consistent with the Town of Fraser payment policies and comply with all Town Codes
and regulations. I understand that all materials and fees required by the Town of Fraser must be submitted prior to having this
application processed.
Authorized Signature*: Date:
*If other than owner, attach letter authorizing agent on behalf of owner.
Town of Fraser, 153 Fraser Avenue, P.O. Box 370, Fraser, Colorado 80442
Phone: 970-726-5491, Fax: 970-726-5518, www.frasercolorado.com
Koselig on Main
05/09/2022
X
6/22/2022
406 Zerex LLC 406 Zerex St & 315 Fraser Ave, Fraser, CO 80442
5303 E Evans Ave, Suite 306, Denver, CO 80222
Business (B) &
River Walk Mixed Use Overlay (RMU)
(B) & (RMU)
303-324-9998
self
FRASER 1ST - EASTOM 1ST Lot: 31 - 33 Block: 7 PART OF LOTS 31-33 & FRASER - EASTOM Lot: 24 -
29 Block: 7 PTS OF LOTS 24 & 30, ALL LOT 25-29
.66
0
2
1
1
Apartments
406 Zerex LLC
5303 E Evans Ave, Suite 306
Denver, C) 80222
303-324-9998
Peter Nelson Architecture
PO Box 3276
Winter Park, CO 80428
970-531-1187
$2,070
BRIEF DESCRIPTION OF DEVELOPMENT:
PUBLIC NOTICE
At least fourteen (14) days in advance of the public hearing, the applicant shall provide written notice to
all owners of property within two hundred feet (200’) of the boundaries of the property that is the subject
of the application. Such notice shall be sent via certified mail, return receipt requested and shall include
the following information: A copy of the complete application with all accompanying materials, the
name, address and phone number of the authorized contact for the applicant, and the time, date and place
of the public hearing. The applicant shall provide the Town with a written affidavit prior to the time of
the public hearing reflecting the date of mailings and the names, addresses and legal descriptions of all
parties to whom the notifications were transmitted, together with a complete copy of the materials
included in the mailing. Failure to properly mail the documents, notify the necessary parties, and/or
provide the required affidavit shall be grounds for denial of the application or a continuance of the public
hearing until such notice is provided. See sample letter below.
The notification letter cannot be sent until a public hearing date has been scheduled by the Town.
ADJACENT PROPERTY OWNER NOTIFICATION LETTER
This notice to be sent by applicant to all owners of property within two hundred feet (200’) of the boundaries of the property
that is subject to the application and to all surface owners, mineral owners, and lessees of mineral owners to whom notice is to
be sent pursuant to C.R.S. 31-23-215. Such notice shall be sent via certified mail, return receipt requested. The applicant shall
provide the Town with a written affidavit or other proof of notice prior to the time of public hearing reflecting the date of
mailings, addresses and legal descriptions of all parties to whom the notifications were transmitted. Failure to properly mail
the documents, notify the necessary parties and/or provide the required affidavit shall be grounds for denial of the application
or a continuance of the public hearing until such notice is provided.
Dear Sir/Madam:
This letter is to advise you that 406 Zerex LLC (applicant) has requested Final
Plat (land use request) for a property located at 406 Zerex St & 315 Fraser Ave, Fraser, CO
80442 and that the Town of Fraser has scheduled a public hearing to consider this request. The
public hearing is scheduled for 6/22/2022 (date assigned by Town) at 6:00 pm (time assigned
by Town) at the Town of Fraser Town Hall located at 153 Fraser Avenue in the Board Room.
Enclosed for your review is a copy of the proposal as presented to the Town of Fraser.
Additional application materials are on file at the Town Hall offices. The Town of Fraser may be
contacted at 970-726-5491 for further information.
Please note that you may comment at the public hearing or by forwarding written comments to
the Town of Fraser Planning Department (P.O. Box 370, Fraser, CO 80442). Written comments
must be received by the Town prior to the public hearing.
Sincerely,
(applicant)
Koselig on Main will be a mixed use development consisting of two separate structures. One structure will face Hwy 40 and include ground floor retail space
with two floors of apartments above. The other structure will face Doc Susie Ave and include a 9 car parking garage with two apartments on the ground floor
and two floors of apartments above. The total development will include ~4,000 sqft of retail space and 20 apartment units. The development will also provide
a pocket park, additional on street and off street parking spaces, and outdoor patio seating for two retail tenants.
406 Zerex LLC
406 ZEREX ST & 315 FRASER AVENUE
October
2021
December
2021
April
2022
June
2022
July
2022
October
2023
Close on land •Preliminary Plat •Permits
Final Plat
Construction Start •Delivery
Koselig on Main
Sketch Plan Review
Retail Interior Exterior Total
Retail A 1,580 590 2,170
Retail B 727 727
Retail C 1,573 421 1,994
Total 3,880 1,011 4,891
Residential Interior Exterior Combined Units Total Interior Total Exterior Total Combined
2 bed 812 113 924 10 8,116 1,126 9,242
2 bed long 922 129 1,051 4 3,687 517 4,204
3 bed 1,148 127 1,275 4 4,594 507 5,101
1 bed ADA 597 597 1 597 - 597
1 bed small 490 490 1 490 - 490
Total 3,969 369 4,337 20 17,484 2,150 19,634
Site Size 28,704
Interior Exterior Combined
Retail %13.5%3.5%17.0%
Residential %60.9%7.5%68.4%<- Must be less than 75%
Total %74.4%11.0%85.4%
Koselig on Main
Traffic Impact Study
Byson Real Estate Co.
Fraser, Colorado
March 4, 2022
Prepared By:
Sustainable Traffic Solutions, Inc.
http://www.sustainabletrafficsolutions.com/
Joseph L. Henderson, PE, PTOE
303.589.6875
joe@sustainabletrafficsolutions.com
Sustainable Traffic Solutions, Inc.
Koselig on Main Traffic Impact Study Byson Real Estate Co.
Fraser, Colorado March 4, 2022
Table of Contents
Page
1.0 Introduction ................................................................................................... 1
2.0 Project Description ........................................................................................ 1
2.1 Study Area ............................................................................................... 1
2.2 Study Assumptions .................................................................................. 1
3.0 Existing Traffic Volumes ............................................................................... 2
3.1 Level of Service Analysis ......................................................................... 2
4.0 Site Generated Traffic Volumes ................................................................... 3
4.1 Trip Generation ........................................................................................ 3
4.2 Trip Distribution and Assignment ............................................................. 3
5.0 Year 2023 Traffic Conditions ........................................................................ 3
6.0 Year 2042 Traffic Conditions ........................................................................ 4
7.0 Auxiliary Lane Analysis ................................................................................ 4
8.0 Conclusions ................................................................................................... 5
List of Appendices
Appendix A Traffic Count Data
Appendix B CDOT Straight Line Diagram
Appendix C VISTRO Analysis Results
List of Tables
Table 1 – Estimated Daily Volumes for Key Links in the Study Area
Table 2 – Intersection Operational Summary
Table 3 – Trip Generation Estimate
Table of Contents (Continued)
Sustainable Traffic Solutions, Inc.
Koselig on Main Traffic Impact Study Byson Real Estate Co.
Fraser, Colorado March 4, 2022
ii
List of Figures
Figure 1 – Vicinity Map
Figure 2 – Site Plan
Figure 3 – Laneage and Traffic Control – Existing
Figure 4 – Existing Traffic Volumes – Morning Peak Hour
Figure 5 – Existing Traffic Volumes – Evening Peak Hour
Figure 6 – Term Trip Distribution
Figure 7 – Trip Assignment – Morning Peak Hour
Figure 8 – Trip Assignment – Evening Peak Hour
Figure 9 – Year 2023 Background Traffic Volumes – Morning Peak Hour
Figure 10 – Year 2023 Background Traffic Volumes – Evening Peak Hour
Figure 11 – Year 2023 Total Traffic Volumes – Morning Peak Hour
Figure 12 – Year 2023 Total Traffic Volumes – Evening Peak Hour
Figure 13 – Year 2042 Background Traffic Volumes – Morning Peak Hour
Figure 14 – Year 2042 Background Traffic Volumes – Evening Peak Hour
Figure 15 – Year 2042 Total Traffic Volumes – Morning Peak Hour
Figure 16 – Year 2042 Total Traffic Volumes – Evening Peak Hour
Sustainable Traffic Solutions, Inc.
Koselig on Main Traffic Impact Study Byson Real Estate Co.
Fraser, Colorado March 4, 2022
1
Koselig on Main
Traffic Impact Study
1.0 Introduction
A residential development is planned on the northeast corner of Zerex Street (US 40)
/ Fraser Avenue. Two buildings are planned with a total of 20 units. The building
that fronts on Zerex Street will have a small space for a business. Figure 1 contains
a vicinity map showing the location of the site, and Figure 2 contains the site plan.
Two accesses are planned from the site including one access to Doc Susie Avenue
and a second access to the alley where traffic will enter/exit Doc Susie Avenue.
This traffic study was based on the Colorado Department of Transportation traffic
impact study requirements 1.
2.0 Project Description
2.1 Study Area
The study area includes the following intersections.
• Zerex Street / Eastom Avenue
• Zerex Street / Fraser Avenue
• Doc Susie Avenue / alley
• Doc Susie Avenue / site access
The existing laneage and traffic control at the study area intersections are contained
in Figure 3. Zerex Street has a five lane section with curb and gutter. Eastom
Avenue, Fraser Avenue, and Doc Susie Avenue are all two lane streets. Parking is
allowed on all of the streets in the study area.
2.2 Study Assumptions
The following assumptions were utilized for this study.
• Adjustment of Traffic Count Data for COVID 19. Historic traffic count data
were used to determine if it would be necessary to compensate for the effect
of COVID 19. The historic data was obtained from Count Station 000216, a
continuous count station on SH 125 north of US 40 in Grand County. The
data from the count station showed that volumes in January 2022 decreased
by 8% compared to the average of January 2018 and 2019. Therefore, the
data collected for the project was inflated by 8% to compensate for the impact
of COVID 19. The table with the data from Count Station 000216 is
contained in Appendix A.
1 State Highway Access Code. The Transportation Commission of Colorado. Amended March 2002.
Sustainable Traffic Solutions, Inc.
Koselig on Main Traffic Impact Study Byson Real Estate Co.
Fraser, Colorado March 4, 2022
2
• Short-Term Planning Horizon. The development is expected to be
completed and occupied in Year 2023, therefore, Year 2023 is the short-term
planning horizon.
• Long-Term Planning Horizon. The long-term planning horizon is Year 2042
because it is 20 years in the future.
• Growth in Background Traffic. An annual growth rate was developed for
Zerex Street (US 40) using the 20-year factor that is found in the straight-line
diagram for US 40. Based on the 20-year factor of 1.18, an annual growth
rate of 0.85% was calculated. The straight line diagram is contained in
Appendix B.
• Saturation Flow Rate. The saturation flow rate was assumed to be 1,600
passenger cars / hour / lane which is typical in rural areas.
• Peak Hour Factor (PHF). The PHF was based on the data collected for the
traffic study. At new approaches with low traffic volumes, the PHF was
assumed to be 0.85 for all movements.
• Truck Percentage. A truck percentage of 2% was assumed for all
movements.
3.0 Existing Traffic Volumes
Traffic count data were collected for the project on Wednesday February 9, 2022 by
All Traffic Data. The peak hour volumes are summarized in Figures 4 and 5.
Existing and future daily volumes are summarized in Table 1. The traffic count data
are contained in Appendix A.
3.1 Level of Service Analysis
To evaluate the performance of the intersections within the study area, the level of
service (LOS) was calculated using PTV VISTRO software. This software package
utilizes criteria described in the Highway Capacity Manual 2. LOS is a measure used
to describe operational conditions at an intersection. LOS categories ranging from A
to F are assigned based on the predicted delay in seconds per vehicle for the
intersection as a whole, as well as for individual turning movements. LOS A
indicates very good operations, and LOS F indicates poor, congested operations. In
rural areas, the typical threshold for acceptable operation is LOS C.
The results of the analysis are summarized in the following table. It shows that
Zerex Street / Eastom Avenue is operating at acceptable levels of service during
both peak hours. Zerex Street / Fraser Avenue is operating at LOS C during the
morning peak hour and LOS D during the evening peak hour. The level of service
for intersections with side-street stop-control is determined by the movement with the
highest delay value. In the case of these two intersections, the side-street left turn
2 Highway Capacity Manual, 7th Edition. National Academy of Sciences, Engineering, and Medicine. 2022.
Sustainable Traffic Solutions, Inc.
Koselig on Main Traffic Impact Study Byson Real Estate Co.
Fraser, Colorado March 4, 2022
3
has the highest delay. The detailed analysis results are summarized in Table 2 and
the VISTRO analysis results are contained in Appendix C.
4.0 Site Generated Traffic Volumes
4.1 Trip Generation
In order to estimate the traffic impacts associated with this development, the amount
of traffic generated by the project was calculated using trip generation rates
contained in the Institute of Transportation Engineers (ITE) Trip Generation manual3
(see Table 3).
4.2 Trip Distribution and Assignment
The trip distribution for the development is contained in Figure 6. It is based on the
existing peak hour volumes collected for the traffic study. The peak hour
assignments are contained in Figures 7 and 8. The traffic that is expected to be
generated by the retail space was not assigned because there is no designated
parking for the patrons of that business, so those motorists will park on the street.
Therefore, the volumes in Figures 7 and 8 only include the new traffic associated
with the residential development.
5.0 Year 2023 Traffic Conditions
Construction of the development is expected to be completed in Year 2023.
Background traffic volumes for the Year 2023 were developed by inflating the
through volumes on Zerex Street using the growth rates that were discussed in
Section 2.2. The background traffic volume scenarios are contained in Figures 9 and
10. The Year 2023 total traffic volume scenarios were developed by adding the trip
assignment to the background traffic volumes (see Figures 11 and 12).
The results of the analysis of the background and total traffic volume scenarios are
summarized in the following table. All of the intersections are expected to operate at
acceptable levels of service except for Zerex Street / Fraser Avenue during the
evening peak hour.
3 Trip Generation, 11th Edition. Institute of Transportation Engineers. September 2021.
AM PM
1 - Zerex Street / Eastom Avenue Side-Street Stop B C
2 - Zerex Street / Fraser Avenue Side-Street Stop C D
Intersection Control
Peak Hour
Sustainable Traffic Solutions, Inc.
Koselig on Main Traffic Impact Study Byson Real Estate Co.
Fraser, Colorado March 4, 2022
4
The detailed analysis results are summarized in Table 2 and the VISTRO analysis
results are contained in Appendix C.
6.0 Year 2042 Traffic Conditions
The Year 2042 background and total traffic volume scenarios were developed as
discussed in Section 5.0. Figures 13 and 14 contain the background volumes, and
the total traffic volumes are contained in Figures 15 and 16.
The results of the analysis of the background and total traffic volume scenarios are
summarized in the following table. All of the intersections are expected to operate at
acceptable levels of service except for Zerex Street / Eastom Avenue and Zerex
Street / Fraser Avenue during the evening peak hour.
The detailed analysis results are summarized in Table 2 and the VISTRO analysis
results are contained in Appendix C.
7.0 Auxiliary Lane Analysis
The need for northbound right turn deceleration lanes was reviewed based on criteria
that are contained in the State Highway Access Code. Zerex Street is classified as
an NR-B roadway and the speed limit is 35 MPH in the vicinity of the site.
A review of the need for auxiliary lanes is contained in the following table. It shows
that northbound right turn deceleration lanes will not be required at either intersection
as a result of the traffic that will be generated by this development.
Control AM PM Control AM PM
1 - Zerex Street / Eastom Avenue Side-Street Stop B C Side-Street Stop B C
2 - Zerex Street / Fraser Avenue Side-Street Stop C D Side-Street Stop C D
3 - Doc Susie Avenue / Site Access ---------Side-Street Stop A A
4 - Doc Susie Avenue / Alley ---------Side-Street Stop A A
Background
Intersection
Total
Control AM PM Control AM PM
1 - Zerex Street / Eastom Avenue Side-Street Stop C D Side-Street Stop C D
2 - Zerex Street / Fraser Avenue Side-Street Stop C E Side-Street Stop C E
3 - Doc Susie Avenue / Site Access ---------Side-Street Stop A A
4 - Doc Susie Avenue / Alley ---------Side-Street Stop A A
Intersection
Background Total
Sustainable Traffic Solutions, Inc.
Koselig on Main Traffic Impact Study Byson Real Estate Co.
Fraser, Colorado March 4, 2022
5
8.0 Conclusions
STS has drawn the following conclusions based on the analysis performed for this
project.
Intersection Operation. The operation of the intersections was analyzed using PTV
VISTRO software. The following bullets discuss the two key intersections on Zerex
Street.
• Zerex Street / Eastom Avenue. This intersection is operating at acceptable
levels of service (LOS C, or better) through the Year 2023 total traffic volume
scenarios. By the Year 2042, the operation of the intersection is expected to
decline to LOS D during the evening peak hour of the background and total
traffic volume scenarios.
• Zerex Street / Fraser Avenue. This intersection is operating at LOS C
during the morning peak hour and LOS D during the evening peak hour. It is
expected to continue to operate at LOS C during the morning peak hour,
however, the operation during the evening peak hour is expected to degrade
to LOS E by the Year 2042 background and total traffic volume scenarios.
Auxiliary Lanes. No new auxiliary lanes will be warranted on Zerex Street by the
traffic from this development.
Morning Evening
NBRT >50 VPH 4 1
NBRT >50 VPH 5 8
2 - Zerex Street / Fraser Avenue
Intersection / Movement
Peak Hour Volume
Threshold
1 - Zerex Street / Eastom Avenue
Sustainable Traffic Solutions, Inc.
Koselig on Main Traffic Impact Study Byson Real Estate Co.
Fraser, Colorado March 4, 2022
Tables
Table 1 – Estimated Daily Volumes for Key Links in the Study Area
Table 2 – Intersection Operational Summary
Table 3 – Trip Generation Estimate
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Koselig on Main Traffic Impact Study Byson Real Estate Co.
Fraser, Colorado March 4, 2022
Figures
Figure 1 – Vicinity Map
Figure 2 – Site Plan
Figure 3 – Laneage and Traffic Control – Existing
Figure 4 – Existing Traffic Volumes – Morning Peak Hour
Figure 5 – Existing Traffic Volumes – Evening Peak Hour
Figure 6 – Term Trip Distribution
Figure 7 – Trip Assignment – Morning Peak Hour
Figure 8 – Trip Assignment – Evening Peak Hour
Figure 9 – Year 2023 Background Traffic Volumes – Morning Peak Hour
Figure 10 – Year 2023 Background Traffic Volumes – Evening Peak Hour
Figure 11 – Year 2023 Total Traffic Volumes – Morning Peak Hour
Figure 12 – Year 2023 Total Traffic Volumes – Evening Peak Hour
Figure 13 – Year 2042 Background Traffic Volumes – Morning Peak Hour
Figure 14 – Year 2042 Background Traffic Volumes – Evening Peak Hour
Figure 15 – Year 2042 Total Traffic Volumes – Morning Peak Hour
Figure 16 – Year 2042 Total Traffic Volumes – Evening Peak Hour
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Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/4/2022
Fraser, CO
Koselig on Main TIS
Version 2022 (SP 0-2)
Generated with
Figure 4 – Existing Traffic Volumes – Morning Peak Hour
Zerex/FraserZerex/Eastom
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/4/2022
Fraser, CO
Koselig on Main TIS
Version 2022 (SP 0-2)
Generated with
Figure 5 – Existing Traffic Volumes – Evening Peak Hour
Zerex/FraserZerex/Eastom
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Joseph L. Henderson, PE, PTOE3/4/2022
Fraser, CO
Koselig on Main TIS
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Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/4/2022
Fraser, CO
Koselig on Main TIS
Version 2022 (SP 0-2)
Generated with
Figure 8 – Trip Assignment – Evening Peak Hour
Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/4/2022
Fraser, CO
Koselig on Main TIS
Version 2022 (SP 0-2)
Generated with
Figure 9 – Year 2023 Background Traffic Volumes – Morning Peak Hour
Zerex/FraserZerex/Eastom
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/4/2022
Fraser, CO
Koselig on Main TIS
Version 2022 (SP 0-2)
Generated with
Figure 10 – Year 2023 Background Traffic Volumes – Evening Peak Hour
Zerex/FraserZerex/Eastom
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/4/2022
Fraser, CO
Koselig on Main TIS
Version 2022 (SP 0-2)
Generated with
Figure 11 – Year 2023 Total Traffic Volumes – Morning Peak Hour
Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/4/2022
Fraser, CO
Koselig on Main TIS
Version 2022 (SP 0-2)
Generated with
Figure 12 – Year 2023 Total Traffic Volumes – Evening Peak Hour
Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/4/2022
Fraser, CO
Koselig on Main TIS
Version 2022 (SP 0-2)
Generated with
Figure 13 – Year 2042 Background Traffic Volumes – Morning Peak Hour
Zerex/FraserZerex/Eastom
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/4/2022
Fraser, CO
Koselig on Main TIS
Version 2022 (SP 0-2)
Generated with
Figure 14 – Year 2042 Background Traffic Volumes – Evening Peak Hour
Zerex/FraserZerex/Eastom
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/4/2022
Fraser, CO
Koselig on Main TIS
Version 2022 (SP 0-2)
Generated with
Figure 15 – Year 2042 Total Traffic Volumes – Morning Peak Hour
Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/4/2022
Fraser, CO
Koselig on Main TIS
Version 2022 (SP 0-2)
Generated with
Figure 16 – Year 2042 Total Traffic Volumes – Evening Peak Hour
Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/4/2022
Fraser, CO
Koselig on Main TIS
Version 2022 (SP 0-2)
Generated with
Sustainable Traffic Solutions, Inc.
Koselig on Main Traffic Impact Study Byson Real Estate Co.
Fraser, Colorado March 4, 2022
Appendix A
Traffic Count Data
Ye
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Ja
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2
1
52
2
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8
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3
57
8
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2
1,
1
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3
0
1
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0
8
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2
4
7
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2
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1
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0
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1
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6
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4
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3
2
3
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4
1
4
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3
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4
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4
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5
71
6
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33
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83
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1
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1
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15
%
I
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14
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17
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0
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4
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3
0
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3
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Co
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c
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d
16
62
9
1
1
41
0
6
6
0
17
3
0
5
Fa
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t
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e
d
17
67
9
1
1
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3
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6
0
18
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ZEREX ST ZEREX STFRASER AVEFRASER AVE
(303) 216-2439
www.alltrafficdata.net
Location:1 ZEREX ST & FRASER AVE AM
Wednesday, February 9, 2022Date:
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.
Peak Hour - Pedestrians/Bicycles on Crosswalk
Peak Hour:08:00 AM - 09:00 AM
Peak 15-Minutes:08:30 AM - 08:45 AM
549 249
2
6
251545
4
6
0.95
N
S
EW
0.94
0.50
0.77
0.33
(490)(979)
(8)
(12)
(10)
(5)
(493)(973)
5 02
1
0
1
2
0
2
0
0
54
2
1 24
6
40
FRASER AVE
FRASER AVE
ZEREX ST
ZEREX ST
0
0
0
1
N
S
EW
0
0
00
0 0
0
1
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn
7:00 AM 0 0 39 0 2 750 0 0 0 0 0 117 0 0 0 06790 1 0 0
7:15 AM 0 0 56 0 0 1210 1 0 0 0 0 185 0 0 0 07550 1 4 2
7:30 AM 0 1 79 0 0 1090 0 0 0 1 1 192 0 0 0 07580 1 0 0
7:45 AM 0 0 63 0 0 1210 0 0 0 1 0 185 0 0 0 17790 0 0 0
8:00 AM 0 0 46 0 0 1460 0 0 0 0 0 193 0 0 0 08060 0 1 0
8:15 AM 0 0 53 0 0 1290 2 0 0 0 0 188 0 0 0 01 1 0 2
8:30 AM 0 0 80 0 0 1280 0 0 0 0 0 213 1 0 0 01 0 2 2
8:45 AM 0 1 67 0 2 1390 0 0 0 1 0 212 0 0 0 00 0 1 1
Count Total 7842 1,4859684048320130030 101 0
Peak Hour 0 2 0 0 1 0 0 1 246 0 2 542 8062 1 4 5 1 0 0 0
ZEREX ST ZEREX STEASTOM AVEEASTOM AVE
(303) 216-2439
www.alltrafficdata.net
Location:2 ZEREX ST & EASTOM AVE AM
Wednesday, February 9, 2022Date:
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.
Peak Hour - Pedestrians/Bicycles on Crosswalk
Peak Hour:08:00 AM - 09:00 AM
Peak 15-Minutes:08:30 AM - 08:45 AM
540 252
7
4
259542
22
30
0.95
N
S
EW
0.90
0.35
0.79
0.55
(496)(1,004)
(13)
(8)
(37)
(28)
(502)(1,006)
16 00
3
0
4
14
0
8
0
0
52
4
14 24
1
40
EASTOM AVE
EASTOM AVE
ZEREX ST
ZEREX ST
1
0
0
3
N
S
EW
0
0
00
0 1
1
2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn
7:00 AM 0 0 40 0 0 780 0 0 0 0 0 119 0 0 0 07190 0 1 0
7:15 AM 0 1 57 0 1 1270 1 0 0 3 0 192 2 0 0 28030 2 0 0
7:30 AM 0 1 79 0 0 1370 1 0 0 0 0 221 0 0 0 08081 1 0 1
7:45 AM 0 1 62 0 1 1160 1 0 0 0 0 187 0 0 0 08052 0 1 3
8:00 AM 0 0 47 0 0 1470 1 0 0 0 0 203 0 0 0 08282 0 1 5
8:15 AM 0 0 54 0 0 1310 3 0 0 0 0 197 3 0 0 01 0 0 8
8:30 AM 0 5 75 0 0 1270 0 0 0 1 0 218 0 0 0 15 1 2 2
8:45 AM 0 9 65 0 0 1190 4 0 0 3 0 210 0 0 0 06 2 1 1
Count Total 206617 1,547982204791700700110 305 0
Peak Hour 0 8 0 0 4 0 0 14 241 0 0 524 82814 3 4 16 3 0 0 1
ZEREX ST ZEREX STFRASER AVEFRASER AVE
(303) 216-2439
www.alltrafficdata.net
Location:1 ZEREX ST & FRASER AVE PM
Wednesday, February 9, 2022Date:
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.
Peak Hour - Pedestrians/Bicycles on Crosswalk
Peak Hour:04:30 PM - 05:30 PM
Peak 15-Minutes:05:00 PM - 05:15 PM
445 643
4
11
660449
15
21
0.94
N
S
EW
0.93
0.75
0.90
0.71
(1,154)(809)
(9)
(18)
(48)
(29)
(1,185)(812)
9 06
1
0
3
12
0
3
0
0
43
0
12 63
9
54
FRASER AVE
FRASER AVE
ZEREX ST
ZEREX ST
7
3
0
10
N
S
EW
1
2
00
2 5
4
6
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn
4:00 PM 1 3 134 0 2 860 0 0 0 1 0 231 5 3 0 01,0270 0 1 3
4:15 PM 0 4 136 0 0 990 1 0 0 1 0 251 5 1 0 21,0942 1 1 6
4:30 PM 2 4 152 0 0 1050 1 0 0 0 0 275 0 1 0 11,1244 0 2 5
4:45 PM 0 3 140 0 4 1150 1 0 0 2 0 270 7 0 0 11,0773 0 1 1
5:00 PM 0 3 178 0 0 1080 0 0 0 1 0 298 2 1 0 41,0054 1 2 1
5:15 PM 2 2 169 0 2 1020 1 0 0 0 0 281 1 1 0 11 0 0 2
5:30 PM 0 2 130 0 0 840 1 0 0 1 0 228 0 0 0 04 0 2 4
5:45 PM 0 2 108 0 0 770 0 0 0 1 0 198 5 0 0 06 0 1 3
Count Total 2510224 2,032776801,147235070050 9025 7
Peak Hour 0 3 0 0 3 0 4 12 639 0 6 430 1,12412 1 5 9 10 3 0 7
ZEREX ST ZEREX STEASTOM AVEEASTOM AVE
(303) 216-2439
www.alltrafficdata.net
Location:2 ZEREX ST & EASTOM AVE PM
Wednesday, February 9, 2022Date:
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.
Peak Hour - Pedestrians/Bicycles on Crosswalk
Peak Hour:04:30 PM - 05:30 PM
Peak 15-Minutes:05:00 PM - 05:15 PM
417 640
8
2
646430
23
22
0.97
N
S
EW
0.92
0.75
0.91
0.78
(1,153)(756)
(12)
(6)
(39)
(47)
(1,162)(779)
6 01
5
0
3
17
0
6
0
0
41
0
16 62
9
10
EASTOM AVE
EASTOM AVE
ZEREX ST
ZEREX ST
0
2
1
1
N
S
EW
1
1
10
0 0
1
0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn
4:00 PM 0 4 131 0 0 810 5 0 0 0 0 228 0 2 2 11,0025 0 1 1
4:15 PM 0 5 131 0 0 960 2 0 0 0 0 244 0 1 0 01,0575 2 1 2
4:30 PM 0 3 150 0 0 1020 2 0 0 1 0 266 0 0 1 01,0944 1 1 2
4:45 PM 0 4 137 0 1 1120 2 0 0 0 0 264 0 1 0 01,0486 2 0 0
5:00 PM 0 4 174 0 0 980 0 0 0 1 0 283 1 1 0 09753 2 0 1
5:15 PM 0 5 168 0 0 980 2 0 0 1 0 281 0 0 0 04 0 0 3
5:30 PM 0 2 128 0 1 810 3 0 0 1 0 220 0 0 0 02 1 0 1
5:45 PM 0 2 110 0 0 760 0 0 0 0 0 191 0 0 0 02 0 1 0
Count Total 104831 1,977744201,1292900400160 131 5
Peak Hour 0 6 0 0 3 0 0 16 629 0 1 410 1,09417 5 1 6 1 2 1 0
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Sustainable Traffic Solutions, Inc.
Koselig on Main Traffic Impact Study Byson Real Estate Co.
Fraser, Colorado March 4, 2022
Appendix B
CDOT Straight Line Diagram
The information contained in this
map is based on the most currently
available data and has been
checked for accuracy. CDOT does
not guarantee the accuracy of any
information presented, is not liable
in any respect for any errors or
omissions, and is not responsible
for determining "fitness for use".
Legend
Route
Milepoint
Structures
Major Structure
Minor Structure
.Created:
Route 040A From 226 to 227
Date: 1/17/2022
Time: 6:52:02 AM
0
0.08
0.16
0.24
0.32
Miles
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2
6
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22
6
22
7
Co Rd 5
Co Rd 8
Park Ave
Easton Ave
Fraser Ave
Eisenhower Dr
Doc Susie Ave
Byers Ave
Clayton Ave
E-13-W
CL
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Sustainable Traffic Solutions, Inc.
Koselig on Main Traffic Impact Study Byson Real Estate Co.
Fraser, Colorado March 4, 2022
Appendix C
VISTRO Analysis Results
Year 2022 Volumes
Intersection Analysis Summary
3/2/2022Report File: C:\...\Existing AM.pdf
Scenario 1 Existing AMVistro File: C:\...\AM.vistro
Koselig on Main TIS
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
C18.50.022EB LeftHCM 7th
EditionTwo-way stopZerex/Fraser2
B14.40.028WB LeftHCM 7th
EditionTwo-way stopZerex/Eastom1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 1: 1 Existing AM
Version 2022 (SP 0-2)
Generated with
0.028Volume to Capacity (v/c):
BLevel Of Service:
14.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Zerex/Eastom
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Eastom AvenueZerex StreetZerex StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
91162905348Total Analysis Volume [veh/h]
231570187Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.35000.35000.90000.90000.79000.7900Peak Hour Factor
3456604275Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3456604275Base Volume Input [veh/h]
Eastom AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 1: 1 Existing AM
Version 2022 (SP 0-2)
Generated with
BIntersection LOS
0.24d_I, Intersection Delay [s/veh]
BAAApproach LOS
12.250.000.00d_A, Approach Delay [s/veh]
3.023.020.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.120.120.000.000.000.0095th-Percentile Queue Length [veh/ln]
ABAAAAMovement LOS
9.5914.440.007.990.000.00d_M, Delay for Movement [s/veh]
0.010.030.010.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 1: 1 Existing AM
Version 2022 (SP 0-2)
Generated with
0.022Volume to Capacity (v/c):
CLevel Of Service:
18.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Zerex/Fraser
Intersection Level Of Service Report
NoNoNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Intersection Setup
0000Pedestrian Volume [ped/h]
2026065622253451Total Analysis Volume [veh/h]
101202115611860Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.50000.50000.50000.33000.33000.33000.94000.94000.94000.77000.77000.7700Peak Hour Factor
1012025585242661Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1012025585242661Base Volume Input [veh/h]
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 1: 1 Existing AM
Version 2022 (SP 0-2)
Generated with
CIntersection LOS
0.25d_I, Intersection Delay [s/veh]
BBAAApproach LOS
12.4814.520.030.03d_A, Approach Delay [s/veh]
0.620.620.622.382.382.380.000.040.080.000.000.0895th-Percentile Queue Length [ft/ln]
0.020.020.020.100.100.100.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
ACCBCCAAAAAAMovement LOS
9.3619.6115.6010.5719.8418.470.000.007.990.000.008.79d_M, Delay for Movement [s/veh]
0.000.000.010.010.000.020.000.010.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 1: 1 Existing AM
Version 2022 (SP 0-2)
Generated with
Intersection Analysis Summary
3/2/2022Report File: C:\...\Existing PM.pdf
Scenario 1 Existing PMVistro File: C:\...\PM.vistro
Koselig on Main TIS
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
D27.10.024WB LeftHCM 7th
EditionTwo-way stopZerex/Fraser2
C20.50.017WB LeftHCM 7th
EditionTwo-way stopZerex/Eastom1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 1: 1 Existing PM
Version 2022 (SP 0-2)
Generated with
0.017Volume to Capacity (v/c):
CLevel Of Service:
20.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Zerex/Eastom
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Eastom AvenueZerex StreetZerex StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
7448211765Total Analysis Volume [veh/h]
2112000191Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.75000.75000.92000.92000.91000.9100Peak Hour Factor
5344311696Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5344311696Base Volume Input [veh/h]
Eastom AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 1: 1 Existing PM
Version 2022 (SP 0-2)
Generated with
CIntersection LOS
0.13d_I, Intersection Delay [s/veh]
BAAApproach LOS
14.530.020.00d_A, Approach Delay [s/veh]
2.182.180.000.090.000.0095th-Percentile Queue Length [ft/ln]
0.090.090.000.000.000.0095th-Percentile Queue Length [veh/ln]
BCAAAAMovement LOS
11.1220.490.009.270.000.00d_M, Delay for Movement [s/veh]
0.010.020.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 1: 1 Existing PM
Version 2022 (SP 0-2)
Generated with
0.024Volume to Capacity (v/c):
DLevel Of Service:
27.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Zerex/Fraser
Intersection Level Of Service Report
NoNoNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Intersection Setup
0000Pedestrian Volume [ped/h]
1041804114996676719Total Analysis Volume [veh/h]
0015013125211925Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.75000.75000.75000.71000.71000.71000.93000.93000.93000.90000.90000.9000Peak Hour Factor
1031303104646569017Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1031303104646569017Base Volume Input [veh/h]
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 1: 1 Existing PM
Version 2022 (SP 0-2)
Generated with
DIntersection LOS
0.46d_I, Intersection Delay [s/veh]
CBAAApproach LOS
23.9312.350.110.20d_A, Approach Delay [s/veh]
1.971.971.973.363.363.360.000.130.250.000.001.3895th-Percentile Queue Length [ft/ln]
0.080.080.080.130.130.130.000.010.010.000.000.0695th-Percentile Queue Length [veh/ln]
BDDBDCAAAAAAMovement LOS
11.3729.5727.0710.1529.3222.220.000.009.300.000.008.49d_M, Delay for Movement [s/veh]
0.000.000.020.020.000.020.000.000.010.000.010.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 1: 1 Existing PM
Version 2022 (SP 0-2)
Generated with
Year 2023 Traffic Volume Scenarios
Intersection Analysis Summary
3/2/2022Report File: C:\...\2023 Back AM.pdf
Scenario 2 2023 Back AMVistro File: C:\...\AM.vistro
Koselig on Main TIS
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
C18.70.022EB LeftHCM 7th
EditionTwo-way stopZerex/Fraser2
B14.50.028WB LeftHCM 7th
EditionTwo-way stopZerex/Eastom1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 2: 2 2023 Back AM
Version 2022 (SP 0-2)
Generated with
0.028Volume to Capacity (v/c):
BLevel Of Service:
14.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Zerex/Eastom
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Eastom AvenueZerex StreetZerex StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
91163605352Total Analysis Volume [veh/h]
231590188Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.35000.35000.90000.90000.79000.7900Peak Hour Factor
3457204278Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.01001.00001.00001.0100Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3456604275Base Volume Input [veh/h]
Eastom AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 2: 2 2023 Back AM
Version 2022 (SP 0-2)
Generated with
BIntersection LOS
0.24d_I, Intersection Delay [s/veh]
BAAApproach LOS
12.320.000.00d_A, Approach Delay [s/veh]
3.043.040.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.120.120.000.000.000.0095th-Percentile Queue Length [veh/ln]
ABAAAAMovement LOS
9.6014.540.008.000.000.00d_M, Delay for Movement [s/veh]
0.010.030.010.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 2: 2 2023 Back AM
Version 2022 (SP 0-2)
Generated with
0.022Volume to Capacity (v/c):
CLevel Of Service:
18.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Zerex/Fraser
Intersection Level Of Service Report
NoNoNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Intersection Setup
0000Pedestrian Volume [ped/h]
2026065629253491Total Analysis Volume [veh/h]
101202115711870Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.50000.50000.50000.33000.33000.33000.94000.94000.94000.77000.77000.7700Peak Hour Factor
1012025591242691Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.01001.00001.00001.01001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1012025585242661Base Volume Input [veh/h]
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 2: 2 2023 Back AM
Version 2022 (SP 0-2)
Generated with
CIntersection LOS
0.25d_I, Intersection Delay [s/veh]
BBAAApproach LOS
12.5514.640.030.02d_A, Approach Delay [s/veh]
0.630.630.632.412.412.410.000.040.080.000.000.0895th-Percentile Queue Length [ft/ln]
0.030.030.030.100.100.100.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
ACCBCCAAAAAAMovement LOS
9.3719.8315.7310.6020.0718.680.000.008.000.000.008.81d_M, Delay for Movement [s/veh]
0.000.000.010.010.000.020.000.010.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 2: 2 2023 Back AM
Version 2022 (SP 0-2)
Generated with
Intersection Analysis Summary
3/2/2022Report File: C:\...\2023 Back PM.pdf
Scenario 2 2023 Back PMVistro File: C:\...\PM.vistro
Koselig on Main TIS
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
D27.40.024WB LeftHCM 7th
EditionTwo-way stopZerex/Fraser2
C20.70.017WB LeftHCM 7th
EditionTwo-way stopZerex/Eastom1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 2: 2 2023 Back PM
Version 2022 (SP 0-2)
Generated with
0.017Volume to Capacity (v/c):
CLevel Of Service:
20.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Zerex/Eastom
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Eastom AvenueZerex StreetZerex StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
7448611773Total Analysis Volume [veh/h]
2112100193Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.75000.75000.92000.92000.91000.9100Peak Hour Factor
5344711703Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.01001.00001.00001.0100Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5344311696Base Volume Input [veh/h]
Eastom AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 2: 2 2023 Back PM
Version 2022 (SP 0-2)
Generated with
CIntersection LOS
0.13d_I, Intersection Delay [s/veh]
BAAApproach LOS
14.640.020.00d_A, Approach Delay [s/veh]
2.212.210.000.090.000.0095th-Percentile Queue Length [ft/ln]
0.090.090.000.000.000.0095th-Percentile Queue Length [veh/ln]
BCAAAAMovement LOS
11.1620.730.009.300.000.00d_M, Delay for Movement [s/veh]
0.010.020.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 2: 2 2023 Back PM
Version 2022 (SP 0-2)
Generated with
0.024Volume to Capacity (v/c):
DLevel Of Service:
27.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Zerex/Fraser
Intersection Level Of Service Report
NoNoNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Intersection Setup
0000Pedestrian Volume [ped/h]
1041804115046677419Total Analysis Volume [veh/h]
0015013126211945Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.75000.75000.75000.71000.71000.71000.93000.93000.93000.90000.90000.9000Peak Hour Factor
1031303104696569717Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.01001.00001.00001.01001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1031303104646569017Base Volume Input [veh/h]
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 2: 2 2023 Back PM
Version 2022 (SP 0-2)
Generated with
DIntersection LOS
0.45d_I, Intersection Delay [s/veh]
CBAAApproach LOS
24.2312.410.110.20d_A, Approach Delay [s/veh]
2.002.002.003.393.393.390.000.130.250.000.001.3995th-Percentile Queue Length [ft/ln]
0.080.080.080.140.140.140.000.010.010.000.000.0695th-Percentile Queue Length [veh/ln]
BDDBDCAAAAAAMovement LOS
11.4130.0027.4410.1829.7422.470.000.009.330.000.008.50d_M, Delay for Movement [s/veh]
0.000.000.020.020.000.020.000.010.010.000.010.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 2: 2 2023 Back PM
Version 2022 (SP 0-2)
Generated with
Intersection Analysis Summary
3/2/2022Report File: C:\...\2023 Total AM.pdf
Scenario 3 2023 Total AMVistro File: C:\...\AM.vistro
Koselig on Main TIS
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
A8.60.002EB LeftHCM 7th
EditionTwo-way stopDoc Susie/Alley4
A8.60.002EB LeftHCM 7th
EditionTwo-way stopDoc Susie/Site Access3
C18.70.022EB LeftHCM 7th
EditionTwo-way stopZerex/Fraser2
B14.60.028WB LeftHCM 7th
EditionTwo-way stopZerex/Eastom1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total AM
Version 2022 (SP 0-2)
Generated with
0.028Volume to Capacity (v/c):
BLevel Of Service:
14.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Zerex/Eastom
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Eastom AvenueZerex StreetZerex StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
171163615352Total Analysis Volume [veh/h]
431590188Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.35000.35000.90000.90000.79000.7900Peak Hour Factor
6457214278Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
300100Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.01001.00001.00001.0100Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3456604275Base Volume Input [veh/h]
Eastom AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total AM
Version 2022 (SP 0-2)
Generated with
BIntersection LOS
0.33d_I, Intersection Delay [s/veh]
BAAApproach LOS
11.590.010.00d_A, Approach Delay [s/veh]
3.843.840.000.060.000.0095th-Percentile Queue Length [ft/ln]
0.150.150.000.000.000.0095th-Percentile Queue Length [veh/ln]
ABAAAAMovement LOS
9.6414.610.008.010.000.00d_M, Delay for Movement [s/veh]
0.020.030.010.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total AM
Version 2022 (SP 0-2)
Generated with
0.022Volume to Capacity (v/c):
CLevel Of Service:
18.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Zerex/Fraser
Intersection Level Of Service Report
NoNoNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Intersection Setup
0000Pedestrian Volume [ped/h]
2086065629263491Total Analysis Volume [veh/h]
102202115712870Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.50000.50000.50000.33000.33000.33000.94000.94000.94000.77000.77000.7700Peak Hour Factor
1042025591252691Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
003000000100Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.01001.00001.00001.01001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1012025585242661Base Volume Input [veh/h]
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total AM
Version 2022 (SP 0-2)
Generated with
CIntersection LOS
0.34d_I, Intersection Delay [s/veh]
BBAAApproach LOS
14.6614.640.030.02d_A, Approach Delay [s/veh]
2.012.012.012.412.412.410.000.040.080.000.000.0895th-Percentile Queue Length [ft/ln]
0.080.080.080.100.100.100.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
ACCBCCAAAAAAMovement LOS
9.5620.0315.9310.6020.0918.680.000.008.000.000.008.81d_M, Delay for Movement [s/veh]
0.000.000.020.010.000.020.000.010.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total AM
Version 2022 (SP 0-2)
Generated with
0.002Volume to Capacity (v/c):
ALevel Of Service:
8.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Doc Susie/Site Access
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Site AccessDoc Susie AvenueDoc Susie AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
221571Total Analysis Volume [veh/h]
110120Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85000.85000.85000.85000.85000.8500Peak Hour Factor
221461Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
221201Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000260Base Volume Input [veh/h]
Site AccessDoc Susie AvenueDoc Susie AvenueName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total AM
Version 2022 (SP 0-2)
Generated with
AIntersection LOS
2.29d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.480.000.90d_A, Approach Delay [s/veh]
0.290.290.000.000.040.0495th-Percentile Queue Length [ft/ln]
0.010.010.000.000.000.0095th-Percentile Queue Length [veh/ln]
AAAAAAMovement LOS
8.358.600.000.000.007.23d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total AM
Version 2022 (SP 0-2)
Generated with
0.002Volume to Capacity (v/c):
ALevel Of Service:
8.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4: Doc Susie/Alley
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
AlleyDoc Susie AvenueDoc Susie AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
220690Total Analysis Volume [veh/h]
110120Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85000.85000.85000.85000.85000.8500Peak Hour Factor
220580Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
220120Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000460Base Volume Input [veh/h]
AlleyDoc Susie AvenueDoc Susie AvenueName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total AM
Version 2022 (SP 0-2)
Generated with
AIntersection LOS
1.78d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.480.000.00d_A, Approach Delay [s/veh]
0.290.290.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.010.010.000.000.000.0095th-Percentile Queue Length [veh/ln]
AAAAAAMovement LOS
8.368.600.000.000.007.23d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total AM
Version 2022 (SP 0-2)
Generated with
Intersection Analysis Summary
3/2/2022Report File: C:\...\2023 Total PM.pdf
Scenario 3 2023 Total PMVistro File: C:\...\PM.vistro
Koselig on Main TIS
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
A8.60.001EB LeftHCM 7th
EditionTwo-way stopDoc Susie/Alley4
A8.60.001EB LeftHCM 7th
EditionTwo-way stopDoc Susie/Site Access3
D27.60.031WB LeftHCM 7th
EditionTwo-way stopZerex/Fraser2
C20.90.017WB LeftHCM 7th
EditionTwo-way stopZerex/Eastom1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total PM
Version 2022 (SP 0-2)
Generated with
0.017Volume to Capacity (v/c):
CLevel Of Service:
20.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Zerex/Eastom
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Eastom AvenueZerex StreetZerex StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
9448641773Total Analysis Volume [veh/h]
2112110193Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.75000.75000.92000.92000.91000.9100Peak Hour Factor
7344741703Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
200300Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.01001.00001.00001.0100Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5344311696Base Volume Input [veh/h]
Eastom AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total PM
Version 2022 (SP 0-2)
Generated with
CIntersection LOS
0.17d_I, Intersection Delay [s/veh]
BAAApproach LOS
14.190.080.00d_A, Approach Delay [s/veh]
2.482.480.000.360.000.0095th-Percentile Queue Length [ft/ln]
0.100.100.000.010.000.0095th-Percentile Queue Length [veh/ln]
BCAAAAMovement LOS
11.1820.940.009.320.000.00d_M, Delay for Movement [s/veh]
0.010.020.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total PM
Version 2022 (SP 0-2)
Generated with
0.031Volume to Capacity (v/c):
DLevel Of Service:
27.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Zerex/Fraser
Intersection Level Of Service Report
NoNoNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Intersection Setup
0000Pedestrian Volume [ped/h]
1051804115046977419Total Analysis Volume [veh/h]
0015013126221945Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.75000.75000.75000.71000.71000.71000.93000.93000.93000.90000.90000.9000Peak Hour Factor
1041303104696869717Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
001000000300Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.01001.00001.00001.01001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1031303104646569017Base Volume Input [veh/h]
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total PM
Version 2022 (SP 0-2)
Generated with
DIntersection LOS
0.47d_I, Intersection Delay [s/veh]
CBAAApproach LOS
24.9612.410.110.20d_A, Approach Delay [s/veh]
2.482.482.483.393.393.390.000.130.250.000.001.3995th-Percentile Queue Length [ft/ln]
0.100.100.100.140.140.140.000.010.010.000.000.0695th-Percentile Queue Length [veh/ln]
BDDBDCAAAAAAMovement LOS
11.5730.1927.6310.1829.8422.470.000.009.340.000.008.50d_M, Delay for Movement [s/veh]
0.000.000.030.020.000.020.000.010.010.000.010.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total PM
Version 2022 (SP 0-2)
Generated with
0.001Volume to Capacity (v/c):
ALevel Of Service:
8.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Doc Susie/Site Access
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Site AccessDoc Susie AvenueDoc Susie AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
114474Total Analysis Volume [veh/h]
001121Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85000.85000.85000.85000.85000.8500Peak Hour Factor
113363Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
113103Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000260Base Volume Input [veh/h]
Site AccessDoc Susie AvenueDoc Susie AvenueName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total PM
Version 2022 (SP 0-2)
Generated with
AIntersection LOS
2.19d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.490.002.63d_A, Approach Delay [s/veh]
0.150.150.000.000.170.1795th-Percentile Queue Length [ft/ln]
0.010.010.000.000.010.0195th-Percentile Queue Length [veh/ln]
AAAAAAMovement LOS
8.358.630.000.000.007.24d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total PM
Version 2022 (SP 0-2)
Generated with
0.001Volume to Capacity (v/c):
ALevel Of Service:
8.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4: Doc Susie/Alley
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
AlleyDoc Susie AvenueDoc Susie AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
110880Total Analysis Volume [veh/h]
000220Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85000.85000.85000.85000.85000.8500Peak Hour Factor
110770Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
110310Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000460Base Volume Input [veh/h]
AlleyDoc Susie AvenueDoc Susie AvenueName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total PM
Version 2022 (SP 0-2)
Generated with
AIntersection LOS
0.94d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.480.000.00d_A, Approach Delay [s/veh]
0.140.140.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.010.010.000.000.000.0095th-Percentile Queue Length [veh/ln]
AAAAAAMovement LOS
8.368.600.000.000.007.23d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 3: 3 2023 Total PM
Version 2022 (SP 0-2)
Generated with
Year 2042 Traffic Volume Scenarios
Intersection Analysis Summary
3/2/2022Report File: C:\...\2042 Back AM.pdf
Scenario 4 2042 Back AMVistro File: C:\...\AM.vistro
Koselig on Main TIS
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
C22.20.028EB LeftHCM 7th
EditionTwo-way stopZerex/Fraser2
C16.30.033WB LeftHCM 7th
EditionTwo-way stopZerex/Eastom1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 4: 4 2042 Back AM
Version 2022 (SP 0-2)
Generated with
0.033Volume to Capacity (v/c):
CLevel Of Service:
16.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Zerex/Eastom
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Eastom AvenueZerex StreetZerex StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
91174205411Total Analysis Volume [veh/h]
2318601103Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.35000.35000.90000.90000.79000.7900Peak Hour Factor
3466804325Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.18001.00001.00001.1800Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3456604275Base Volume Input [veh/h]
Eastom AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 4: 4 2042 Back AM
Version 2022 (SP 0-2)
Generated with
CIntersection LOS
0.23d_I, Intersection Delay [s/veh]
BAAApproach LOS
13.410.000.00d_A, Approach Delay [s/veh]
3.493.490.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.140.140.000.000.000.0095th-Percentile Queue Length [veh/ln]
ACAAAAMovement LOS
9.8916.290.008.160.000.00d_M, Delay for Movement [s/veh]
0.010.030.010.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 4: 4 2042 Back AM
Version 2022 (SP 0-2)
Generated with
0.028Volume to Capacity (v/c):
CLevel Of Service:
22.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Zerex/Fraser
Intersection Level Of Service Report
NoNoNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Intersection Setup
0000Pedestrian Volume [ped/h]
2026065734254081Total Analysis Volume [veh/h]
1012021184111020Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.50000.50000.50000.33000.33000.33000.94000.94000.94000.77000.77000.7700Peak Hour Factor
1012025690243141Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.18001.00001.00001.18001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1012025585242661Base Volume Input [veh/h]
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 4: 4 2042 Back AM
Version 2022 (SP 0-2)
Generated with
CIntersection LOS
0.24d_I, Intersection Delay [s/veh]
BCAAApproach LOS
13.7616.690.020.02d_A, Approach Delay [s/veh]
0.730.730.732.912.912.910.000.040.080.000.000.0995th-Percentile Queue Length [ft/ln]
0.030.030.030.120.120.120.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
ACCBCCAAAAAAMovement LOS
9.5923.5717.9411.1723.9322.210.000.008.150.000.009.18d_M, Delay for Movement [s/veh]
0.000.000.010.010.000.030.000.010.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 4: 4 2042 Back AM
Version 2022 (SP 0-2)
Generated with
Intersection Analysis Summary
3/2/2022Report File: C:\...\2042 Back PM.pdf
Scenario 4 2042 Back PMVistro File: C:\...\PM.vistro
Koselig on Main TIS
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
E35.40.033WB LeftHCM 7th
EditionTwo-way stopZerex/Fraser2
D25.30.022WB LeftHCM 7th
EditionTwo-way stopZerex/Eastom1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 4: 4 2042 Back PM
Version 2022 (SP 0-2)
Generated with
0.022Volume to Capacity (v/c):
DLevel Of Service:
25.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Zerex/Eastom
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Eastom AvenueZerex StreetZerex StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
7456811902Total Analysis Volume [veh/h]
2114200226Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.75000.75000.92000.92000.91000.9100Peak Hour Factor
5352311821Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.18001.00001.00001.1800Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5344311696Base Volume Input [veh/h]
Eastom AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 4: 4 2042 Back PM
Version 2022 (SP 0-2)
Generated with
DIntersection LOS
0.13d_I, Intersection Delay [s/veh]
CAAApproach LOS
16.790.020.00d_A, Approach Delay [s/veh]
2.692.690.000.100.000.0095th-Percentile Queue Length [ft/ln]
0.110.110.000.000.000.0095th-Percentile Queue Length [veh/ln]
BDAAAAMovement LOS
11.8925.350.009.820.000.00d_M, Delay for Movement [s/veh]
0.010.020.010.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 4: 4 2042 Back PM
Version 2022 (SP 0-2)
Generated with
0.033Volume to Capacity (v/c):
ELevel Of Service:
35.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Zerex/Fraser
Intersection Level Of Service Report
NoNoNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Intersection Setup
0000Pedestrian Volume [ped/h]
1041804115896690419Total Analysis Volume [veh/h]
0015013147212265Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.75000.75000.75000.71000.71000.71000.93000.93000.93000.90000.90000.9000Peak Hour Factor
1031303105486581417Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.18001.00001.00001.18001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1031303104646569017Base Volume Input [veh/h]
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 4: 4 2042 Back PM
Version 2022 (SP 0-2)
Generated with
EIntersection LOS
0.44d_I, Intersection Delay [s/veh]
DBAAApproach LOS
30.8113.700.100.18d_A, Approach Delay [s/veh]
2.672.672.673.973.973.970.000.130.250.000.001.4995th-Percentile Queue Length [ft/ln]
0.110.110.110.160.160.160.000.010.010.000.000.0695th-Percentile Queue Length [veh/ln]
BEEBEDAAAAAAMovement LOS
12.4139.1035.4110.6138.5327.590.000.009.840.000.008.77d_M, Delay for Movement [s/veh]
0.000.000.030.030.000.020.000.010.010.000.010.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 4: 4 2042 Back PM
Version 2022 (SP 0-2)
Generated with
Intersection Analysis Summary
3/2/2022Report File: C:\...\2042 Toal PM.pdf
Scenario 5 2042 Total PMVistro File: C:\...\PM.vistro
Koselig on Main TIS
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
A8.60.001EB LeftHCM 7th
EditionTwo-way stopDoc Susie/Alley4
A8.60.001EB LeftHCM 7th
EditionTwo-way stopDoc Susie/Site Access3
E35.80.041WB LeftHCM 7th
EditionTwo-way stopZerex/Fraser2
D25.60.022WB LeftHCM 7th
EditionTwo-way stopZerex/Eastom1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total PM
Version 2022 (SP 0-2)
Generated with
0.022Volume to Capacity (v/c):
DLevel Of Service:
25.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Zerex/Eastom
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Eastom AvenueZerex StreetZerex StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
9456841902Total Analysis Volume [veh/h]
2114210226Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.75000.75000.92000.92000.91000.9100Peak Hour Factor
7352341821Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
200300Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.18001.00001.00001.1800Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5344311696Base Volume Input [veh/h]
Eastom AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total PM
Version 2022 (SP 0-2)
Generated with
DIntersection LOS
0.17d_I, Intersection Delay [s/veh]
CAAApproach LOS
16.130.070.00d_A, Approach Delay [s/veh]
3.013.010.000.400.000.0095th-Percentile Queue Length [ft/ln]
0.120.120.000.020.000.0095th-Percentile Queue Length [veh/ln]
BDAAAAMovement LOS
11.9125.630.009.830.000.00d_M, Delay for Movement [s/veh]
0.020.020.010.010.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total PM
Version 2022 (SP 0-2)
Generated with
0.041Volume to Capacity (v/c):
ELevel Of Service:
35.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Zerex/Fraser
Intersection Level Of Service Report
NoNoNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Intersection Setup
0000Pedestrian Volume [ped/h]
1051804115896990419Total Analysis Volume [veh/h]
0015013147222265Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.75000.75000.75000.71000.71000.71000.93000.93000.93000.90000.90000.9000Peak Hour Factor
1041303105486881417Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
001000000300Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.18001.00001.00001.18001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1031303104646569017Base Volume Input [veh/h]
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total PM
Version 2022 (SP 0-2)
Generated with
EIntersection LOS
0.46d_I, Intersection Delay [s/veh]
DBAAApproach LOS
31.9113.700.100.18d_A, Approach Delay [s/veh]
3.343.343.343.973.973.970.000.130.250.000.001.4995th-Percentile Queue Length [ft/ln]
0.130.130.130.160.160.160.000.010.010.000.000.0695th-Percentile Queue Length [veh/ln]
BEEBEDAAAAAAMovement LOS
12.6839.4435.7510.6138.6827.590.000.009.860.000.008.77d_M, Delay for Movement [s/veh]
0.000.000.040.030.000.020.000.010.010.000.010.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total PM
Version 2022 (SP 0-2)
Generated with
0.001Volume to Capacity (v/c):
ALevel Of Service:
8.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Doc Susie/Site Access
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Site AccessDoc Susie AvenueDoc Susie AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
114474Total Analysis Volume [veh/h]
001121Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85000.85000.85000.85000.85000.8500Peak Hour Factor
113363Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
113103Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000260Base Volume Input [veh/h]
Site AccessDoc Susie AvenueDoc Susie AvenueName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total PM
Version 2022 (SP 0-2)
Generated with
AIntersection LOS
2.19d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.490.002.63d_A, Approach Delay [s/veh]
0.150.150.000.000.170.1795th-Percentile Queue Length [ft/ln]
0.010.010.000.000.010.0195th-Percentile Queue Length [veh/ln]
AAAAAAMovement LOS
8.358.630.000.000.007.24d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total PM
Version 2022 (SP 0-2)
Generated with
0.001Volume to Capacity (v/c):
ALevel Of Service:
8.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4: Doc Susie/Alley
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
AlleyDoc Susie AvenueDoc Susie AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
110880Total Analysis Volume [veh/h]
000220Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85000.85000.85000.85000.85000.8500Peak Hour Factor
110770Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
110310Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000460Base Volume Input [veh/h]
AlleyDoc Susie AvenueDoc Susie AvenueName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total PM
Version 2022 (SP 0-2)
Generated with
AIntersection LOS
0.94d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.480.000.00d_A, Approach Delay [s/veh]
0.140.140.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.010.010.000.000.000.0095th-Percentile Queue Length [veh/ln]
AAAAAAMovement LOS
8.368.600.000.000.007.23d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total PM
Version 2022 (SP 0-2)
Generated with
Intersection Analysis Summary
3/2/2022Report File: C:\...\2042 Total AM.pdf
Scenario 5 2042 Total AMVistro File: C:\...\AM.vistro
Koselig on Main TIS
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
A8.60.002EB LeftHCM 7th
EditionTwo-way stopDoc Susie/Alley4
A8.60.002EB LeftHCM 7th
EditionTwo-way stopDoc Susie/Site Access3
C22.20.028EB LeftHCM 7th
EditionTwo-way stopZerex/Fraser2
C16.40.033WB LeftHCM 7th
EditionTwo-way stopZerex/Eastom1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total AM
Version 2022 (SP 0-2)
Generated with
0.033Volume to Capacity (v/c):
CLevel Of Service:
16.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Zerex/Eastom
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Eastom AvenueZerex StreetZerex StreetName
Intersection Setup
000Pedestrian Volume [ped/h]
171174215411Total Analysis Volume [veh/h]
4318601103Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.35000.35000.90000.90000.79000.7900Peak Hour Factor
6466814325Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
300100Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.18001.00001.00001.1800Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3456604275Base Volume Input [veh/h]
Eastom AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total AM
Version 2022 (SP 0-2)
Generated with
CIntersection LOS
0.30d_I, Intersection Delay [s/veh]
BAAApproach LOS
12.450.010.00d_A, Approach Delay [s/veh]
4.334.330.000.070.000.0095th-Percentile Queue Length [ft/ln]
0.170.170.000.000.000.0095th-Percentile Queue Length [veh/ln]
ACAAAAMovement LOS
9.9216.360.008.160.000.00d_M, Delay for Movement [s/veh]
0.020.030.010.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total AM
Version 2022 (SP 0-2)
Generated with
0.028Volume to Capacity (v/c):
CLevel Of Service:
22.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 2: Zerex/Fraser
Intersection Level Of Service Report
NoNoNoNoCrosswalk
0.000.000.000.00Grade [%]
30.0030.0030.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000000001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Intersection Setup
0000Pedestrian Volume [ped/h]
2086065734264081Total Analysis Volume [veh/h]
1022021184121020Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.50000.50000.50000.33000.33000.33000.94000.94000.94000.77000.77000.7700Peak Hour Factor
1042025690253141Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
003000000100Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.18001.00001.00001.18001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1012025585242661Base Volume Input [veh/h]
Fraser AvenueFraser AvenueZerex StreetZerex StreetName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total AM
Version 2022 (SP 0-2)
Generated with
CIntersection LOS
0.33d_I, Intersection Delay [s/veh]
CCAAApproach LOS
16.5516.690.020.02d_A, Approach Delay [s/veh]
2.402.402.402.912.912.910.000.040.080.000.000.0995th-Percentile Queue Length [ft/ln]
0.100.100.100.120.120.120.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
ACCBCCAAAAAAMovement LOS
9.8623.8618.2211.1723.9522.210.000.008.160.000.009.18d_M, Delay for Movement [s/veh]
0.000.000.030.010.000.030.000.010.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total AM
Version 2022 (SP 0-2)
Generated with
0.002Volume to Capacity (v/c):
ALevel Of Service:
8.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 3: Doc Susie/Site Access
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Site AccessDoc Susie AvenueDoc Susie AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
221571Total Analysis Volume [veh/h]
110120Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85000.85000.85000.85000.85000.8500Peak Hour Factor
221461Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
221201Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000260Base Volume Input [veh/h]
Site AccessDoc Susie AvenueDoc Susie AvenueName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total AM
Version 2022 (SP 0-2)
Generated with
AIntersection LOS
2.29d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.480.000.90d_A, Approach Delay [s/veh]
0.290.290.000.000.040.0495th-Percentile Queue Length [ft/ln]
0.010.010.000.000.000.0095th-Percentile Queue Length [veh/ln]
AAAAAAMovement LOS
8.358.600.000.000.007.23d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total AM
Version 2022 (SP 0-2)
Generated with
0.002Volume to Capacity (v/c):
ALevel Of Service:
8.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4: Doc Susie/Alley
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
AlleyDoc Susie AvenueDoc Susie AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
220690Total Analysis Volume [veh/h]
110120Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85000.85000.85000.85000.85000.8500Peak Hour Factor
220580Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
220120Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
000460Base Volume Input [veh/h]
AlleyDoc Susie AvenueDoc Susie AvenueName
Volumes
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total AM
Version 2022 (SP 0-2)
Generated with
AIntersection LOS
1.78d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.480.000.00d_A, Approach Delay [s/veh]
0.290.290.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.010.010.000.000.000.0095th-Percentile Queue Length [veh/ln]
AAAAAAMovement LOS
8.368.600.000.000.007.23d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Sustainable Traffic Solutions, Inc.
Joseph L. Henderson, PE, PTOE3/2/2022
Fraser, CO
Koselig on Main TISScenario 5: 5 2042 Total AM
Version 2022 (SP 0-2)
Generated with