HomeMy WebLinkAbout20162097.tiff29/01 2007 18:55 FAX 9703562819 AJR FARMS
Cj001
IIIIDEVELOPERS OF AGRICULTURE
AGPROfessionals
August 4, 2014
To Whom It May Concern:
A.J.R. Dairy is contracted with AGPROfessionals to process work related to all land use
and permitting processes. AGPROfessionals is authorized to represent and request the
release of all records necessary on the behalf of A.J.R. Dairy.
Sincerely,
p/c/
Date
ENGINEERING, PLANNING, CONSULTING & REAL ESTATE
3050 67th Avenue is Suite 200 • Greeley, CO 80634
970.535.9318 /office a 970.535.98541 fax ■ www.agpros.com
CHANGE OF ZONE (Z) APPLICATION
FOR PLANNING DEPARTMENT USE DATE RECEIVED:
RECEIPT/AMOUNT# /$ CASE#ASSIGNED:
APPLICATION RECEIVED BY PLANNER ASSIGNED:
Parcel Number 0 9 6 1. 1 3. 4- 0 0. 0 2 6
0 q (p I 1 3 0 0 0 p t (p
(12 digit number - found on Tax I.D. information, obtainable at the Weld County Assessor's Office, or www.co.weld.co.us)
(Include all lots being included in the application area. If additional space is required, attach an additional sheet)
Legal Description Pt N2 SE4 & E2 SW4 , Section 13 , Township 5 North, Range 65 West 522 next- ?aG2
Property Address (If Applicable) 27294 WCR 47.5, Greeley, CO 80631 P0Y ?ukl 1 BQa\J)
\'2scr\01'010s
Existing Zone District: AG Proposed Zone District: 1-3 Total Acreage: 151.26 Proposed #/Lots: 2
Average Lot Size: 75 Acres Minimum Lot Size: 2.5 Acres Proposed Subdivision Name: n/a
FEE OWNER(S) OF THE PROPERTY (If additional space is required, attach an additional sheet)
Name: Andrew Hop
Work Phone # (970) 352-9526 Home Phone # Email Address
Address: 27294 WCR 47.5
City/State/Zip Code Greeley, CO 80631
APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed by Authorized Agent)
Name: Tim Naylor
Work Phone # (970) 535-9318 Home Phone # Email Address tnaylor@agpros.com
Address: 3050 67th Ave. #200
City/State/Zip Code Greeley, CO 80634
UTILITIES: Water:
Sewer:
Gas:
Electric:
Phone:
Central Weld County Water District
Weld County ISDS
Atmos Energy
Xcel Energy
Century Link
DISTRICTS: School: RE -7
Fire:
Post Office:
Platte Valley Fire Protection District
I (We), the undersigned, hereby request hearings before the Weld County Planning Commission and the Weld County Board
of County Commissioners concerning the proposed Change of Zone for the following described unincorporated area of Weld
County, Colorado:
I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or
contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of
property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be
included with the application. If a corporation is the fee owner, notarized evidence must be included indicating the signatory
has the legal authority to sign for the corporation.
i�elsw!! 48 11(p
Signature: O ner or Authorized Agent Date
Signature: Owner or Authorized Agent Date
-4-
Parcel Numbers and Legal Descriptions — A.J.R. Dairy
1.
Parcel: 096113400026
Legal Description: PT N2SE4 13-5-65 LOT B REC EXEMPT RE -4040 EXC BEG S1/16 COR N89D55W 70
NOOD20W 511.22 TH ALNG CURVE L 819.70 (R=2830 CH=N08D40W) S89D48E 146.21 TH ALNG CURVE R
173.95 (R=2970 CH=S14D29E) SOOD20E 1152.76 TO POB
Section: 13, Township 5 North, Range 65 West
2.
Parcel: 096113000076
Legal Description: 12412 E2SW4 13 5 65 EXC BEG S89D49'E 1320.27' & NOD06'W 724.93' FROM SW COR OF
SEC CONT NOD06'VV 350.85' N89D53'E 519.50' S45D38'W 140.96' S53D16W 423.37' S89D53W 76.68' TO BEG
EXC HWY BK 1301 REC 2253238 ALSO EXC UPRR(2.22D3R.37L)
Section: 13, Township 5 North, Range 65 West
REZONING QUESTIONNAIRE FOR ANDREW J. HOP
1. How is the proposed rezoning consistent with the policies of the Weld County Code, Chapter 22? If the
proposed rezoning is not consistent with the Comprehensive Plan, explain how the proposed rezoning will
correct what the applicant perceives as faulty zoning, or how the proposed rezoning will fit with what the
applicant perceives as the changing conditions in the area.
Andrew J. Hop of A.J.R. Dairy is requesting a Change of Zone for a 151 +/- acre property, parcels
096113400026 and 096113000076 located on the northeast corner of Weld County Road 47'/2 and State
Highway 34 adjacent to Weld County Parkway. With the development of the Weld County Road 49 corridor,
properties in the area will be developed into industrial sites through the USR process. The County
Comprehensive Plan's goal is to consider how transportation infrastructure is affected by the impacts of new
or expanding industrial development; this change of zone request will utilize the impacts of the new
transportation corridor to expand the industrial uses in the area. Andrew J. Hop wishes to rezone the property
to the 1-3 zone district to best position the property for future market conditions. Rezoning the property will
align the future of the property with the goals and policies set forth in Weld County Comprehensive Plan to
create "shovel -ready" industrial sites throughout the County available for immediate use.
The proposed rezoning is consistent with the Weld County Comprehensive Plan in accordance with the
following sections designated in the Weld County Code.
Sec. 22-6-20. Economic Development Goals and Policies.
C. ECON.Goal 3. Structure land use policies and regulations so that they encourage County -wide economic
prosperity and economic growth.
1. ECON.Policy 3.1. County activities and regulation should protect the rights of private property
owners and public health, safety and welfare, recognizing that these basic rights and
protections allow the free market to prosper and grow the local economy.
2. ECON.Policy 3.2. Ensure that County land use policies and regulations are structured so as
Not to impede economic prosperity and growth.
E. ECON.Goal 5. Recognize and promote specific places and resources in the County that can uniquely
support economic development.
1. ECON.Policy 5.1. The County should encourage an adequate supply of both services and
land suitable for industrial development and redevelopment.
a. Recommended Strategy ECON.5.1.a. Develop a program to create "shovel -ready"
industrial sites throughout the County, where primary job providers would be able
to develop or re -develop. Zoning, infrastructure and services would ideally be
immediately available for use is such areas.
Sec.22-2-80. Industrial Development Goals and Policies.
A.I.Goal.1. Promote the location of industrial uses within municipalities, County Urban Growth
Boundary areas, and Intergovernmental Agreement urban growth areas, growth management
areas as defined in municipalities' comprehensive plans, the Regional Urbanization Areas,
Urban Development Nodes, along railroad infrastructure or where adequate services are
currently available or reasonably obtainable.
2. (.Policy 1.2. Encourage new industrial development within existing industrial areas.
A.3 (.Policy 1.3. Encourage industrial development by improving major transportation
corridors.
Section 22-2-150.A.I.Goal 1. Encourages conversion of agricultural land to industrial uses when adequate
services are currently available or reasonably obtainable.
Section 22-2-150.B.I.Goal 2. Encourages the expansion and diversification of the industrial economic base.
Section 22-2-150.C.I.Goal 3. Promotes a well-balanced diversified industrial base in order to provide a stable
tax base and to provide a variety of job opportunities for County citizens.
2. How will the uses allowed by the proposed rezoning be compatible with the surrounding land uses? Include a
description of existing land uses for all properties adjacent to the subject property.
Although specific uses have not yet been determined, the uses permitted under the proposed 1-3 zoning are
generally compatible with the existing uses on the surrounding properties. The property is located within the
Highway 34 Corridor and adjacent to the new Weld County Parkway, which is a major north -south
thoroughfare. With the development of this new transportation corridor, adequate services are now currently
available and reasonably obtainable to sustain new industrial uses in the area. Conversion of agricultural
land to industrial use is encouraged under these circumstances, in accordance with the Weld County
Comprehensive Plan. The proposed change of zone will utilize the impacts of this new Weld County Parkway
and support economic growth in the area.
3. Will the property use a septic system or public sewer facilities?
Individual septic system(s) will be utilized and will be constructed to Weld County Standards after the
approval of a site plan review on the property until public services are available.
4. Who will provide adequate water, including fire protection, to the property?
The site will be developed with Central Weld County Water District water taps during the Site Plan Review
process. Existing taps are currently on site for use with the Commercial Dairy operation. The Platte Valley
Fire Protection District provides fire protection to this area.
5. Does the property have soils with moderate or severe limitations for construction? If yes, the applicant shall
submit information which demonstrates that the limitations can be overcome.
The Geology Report provided by Soilogic, Inc., does not indicate moderate or severe soil limitations for
construction.
6. Is the road and/or highway facilities providing access to the property(ies) adequate to meet the requirements
of the proposed zone district? If not, the applicant shall supply information demonstrating the willingness and
financial capability to upgrade the road and highway facilities.
The existing road and highway facilities providing access to the property are adequate to meet the
requirements of the industrial zone district. The property is bordered by the Weld County Parkway to the east
and State Highway 34 to the south. Weld County Road 47.5 is an existing north -south street that bisects the
property. Although specific uses have not yet been determined, proposed uses and associated site
development plans will determine any upgrades necessary to the road and highway facilities. Although not
required, a Traffic Impact Study has been provided by Kellar Engineering to address traffic impacts. The
study found that the proposed change of zone from Agricultural to Industrial "will not create a traffic burden
upon the local and regional traffic system. The proposed development is appropriate in size and scale from
a traffic engineering perspective based upon the existing adjacent roadway characteristics."
7. Is the change of zone area located in a Flood Hazard Overlay District?
The property is not located in a Flood Hazard Overlay District.
8. Is the change of zone area located in a Geologic Hazard Overlay District?
This property is not located in a Geologic Hazard Overlay District.
9. Is the change of zone area located in the AP (Airport) Overlay District?
This property is located in the Greeley Weld County Airport Overlay District. All applicable rules
relating to the overlay district will be observed.
Weld County Public Works Dept.
1111 H Street
P.O. Box 758
Greeley, CO 80632
Phone: (970)304-6496
Fax: (970)304-6497
Applicant
Name Kelsey Bruxvoort
Company AGPROfessionals
Address 3050 67th Ave #200
ACCESS PERMIT
APPLICATION FORM
Property Owner (If different than Applicant)
Name Andrew J. Hop - A.J.R. Dairy
Address 27294 WCR 47.5
City Greeley State CO Zip 80631
City Greeley State CO Zip 80634 Phone (970) 352-9526
Business Phone (970) 535-9318
Fax (970) 535-9854
E-mail Kbruxvoort@agpros.com
Parcel Location & Sketch
The access is on WCR 47'5
Nearest Intersection: WCR HWY 34
Distance from Intersection — 125'
& WCR 47.5
Parcel Number 096113400026 and 096113000076
Section/Township/Range 13-5-65
Is there an existing access to the property
Number of Existing Accesses 6
ES NCO
Road Surface Type & Construction Information
NA
Asphalt Gravel
Culvert Size & Type NA
Treated
Other
Materials used to construct Access
Construction Start Date NA
NA
Finish Date NA
Proposed Use
°Temporary (Tracking Pad Required)/ $75
o Small Commercial or Oil & Gas/$75
o Field (Agriculture Only)/Exempt
Fax
E-mail
A= Existing Access LI= Proposed Access
T
N
WCR c e
IP
r
,r
d.
3
tyli
s
4
5)e•
"
Nvss`s` 34- WCR
Q Single Residential/$75
Q Large Commercial/$150
o Industrial/$150
o Subdivision/$150
Is this access associated with a Planning Process? EINo OUSR EIRE 0PUD Other COL
Required Attached Documents
- Traffic Control Plan -Certificate of Insurance
- Access Pictures (From the Left, Right, & into the access)
By accepting this permit, the undersigned Applicant, under penalty of perjury, verifies that they have received all pages of the permit
application; they have read and understand all of the permit requirements and provisions set forth on all pages; that they have the
authority to sign for and bind the Applicant, if the Applicant is a corporation or other entity; and that by virtue of their signature the
Applicant is bound by and agrees to comply with all said permit requirements and provisions, all Weld County ordinances, and state laws
regarding facilities construction.
Signature is v!f!
Printed Name V-e1sQ 6rv'r0or* Date 1kici i Itp
Approval or Denial will be issued in minimum of 5 days. Approved by
Revised Date 6/29/10
5. View to the North
5. View to the South
Traffic Impact Study Memorandum
AJR Change of Zone
AGPRO Job #1101-08
Prepared For:
AGPROfessionals
3050 67th Avenue, Suite 200
Greeley, CO 80634
Prepared By:
KELLAR ENGINEERING
skellar a(�kellarengineering.com
970.219.1602 phone
January 28, 2016
Sean K. Kellar, PE, PTOE
This document, together with the concepts and recommendations presented herein, as'an instrument of service, is intended only for the
specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization from
Kellar Engineering shall be without liability to Kellar Engineering.
Introduction
The purpose of this Traffic Impact Study (TIS) Memorandum is to identify project traffic
generation characteristics, to identify potential traffic related impacts on the adjacent
street system, and to develop mitigation measures required for identified traffic impacts.
This TIS Memorandum is for the proposed change of zoning from Agricultural to
Industrial for approximately 151 acres of land located at the northwest quadrant of the
Weld County Parkway/US 34 intersection. See Location Map.
Kellar Engineering (KE) has prepared the TIS Memorandum to document the results of
the project's anticipated traffic conditions and to identify projected impacts to the local
and regional traffic system. The project consists of a proposed change of zoning from
Agricultural to Industrial for approximately 151 acres of land. Therefore the TIS
Memorandum analyzes the estimated traffic impacts associated with the General Light
Industrial (Code 110) land use category (ITE Trip Generation, 9th Edition). The
development is anticipated to generate approximately 697 daily weekday trips, 92 AM
peak hour trips, and 97 PM peak hour trips.
Existing Conditions and Roadway Network
The project site is located at the northwest quadrant of the Weld County Parkway/US 34
intersection in Weld County, Colorado. The current zoning for the property is
Agricultural and the property is currently undeveloped. Weld County Parkway is
adjacent to the east side of the project site. Weld County Parkway (WC Pkwy) is a
recently constructed arterial road in Weld County with a posted speed of 55 mph
adjacent to the project site. Weld County Parkway's cross section has four 12' wide
travel lanes, two 8' wide paved shoulders, and a 16' center median that becomes a left -
turn lane where left -turns are allowed. Weld County Road 47.5 (CR 47.5) is an existing
north/south street that bisects the property. CR 47.5 has a roadway cross section with
two 12' wide travel lanes without paved shoulders. CR 47.5 has a posted speed of 45
mph adjacent to the project site. Additionally, US Hwy 34 borders the south edge of the
project site. US 34 is a CDOT highway with a posted speed of 65 mph adjacent to the
project site. US 34 has a roadway cross section consisting of four 12' wide travel lanes,
11' wide paved shoulders, and left -turn and right -turn lanes adjacent to the project site.
AJR Change of Zone TIS Memorandum Page 1
US 34 currently has full -width left -turn and right -turn lanes at the US 34/CR 47.5
intersection and the US 34/WC Pkwy intersection.
Location Map
CR 58
0
SITE
y
SITE
HWY :34
AJR Change of Zone TIS Memorandum Page 2
Pedestrian and Bicycle Facilities
Currently there are no existing sidewalks or bicycle facilities adjacent to the streets
adjacent to and within 1,320 feet of the project site. Additionally, the proposed industrial
land use associated with the project is not anticipated to generate additional pedestrian
or bicycle trips. Any additional pedestrian or bicycle traffic from this development, if any,
would be negligible.
Proposed Development
The proposed project is an industrial land use within Weld County, CO upon a currently
undeveloped property. Vehicular access to the property will be from two existing
intersections (Hwy 34/CR 47.5 and WC Pkwy/CR 47.5). The WC Pkwy/CR 47.5
intersection is an existing two-way stop controlled intersection where the minor streets
(CR 47.5 and CR 58) have stop signs at the intersection. The US 34/CR 47.5
intersection is an existing stop controlled intersection where CR 47.5 has the stop sign at
its intersection with US 34. The US 34/CR 47.5 intersection is approximately 2,700 feet
from the signalized intersection of US 34/WC Pkwy. Additionally, the WC Pkwy/CR 47.5
intersection is a recent improvement with the Weld County Parkway Project. A computer
model (Synchro) was created to analyze the traffic flow with this project's potential traffic
added to the existing WC Pkwy/CR 47.5 intersection using techniques provided in the
2010 Highway Capacity Manual.
Trip Generation
Site generated traffic estimates are determined through a process known as trip
generation. Rates and equations are applied to the proposed land use to estimate traffic
generated by the development during a specific time interval. The acknowledged source
for trip generation rates is the Trip Generation Report published by the Institute of
Transportation Engineers (ITE). ITE has established trip generation rates in nationwide
studies of similar land uses. For this study, KE used the 1TE 9th Edition Trip Generation
Report average trip rates that apply to the following for the traffic associated with this
proposed development: General Light Industrial (Code 110). The development is
anticipated to generate approximately 697 daily weekday trips, 92 AM peak hour trips,
AJR Change of Zone TIS Memorandum Page 3
and 97 PM peak hour trips. Table 1 summarizes the estimated trip generation for the
proposed development.
Trip Distribution
Distribution of site traffic on the street system was based on the area street system
characteristics, existing traffic patterns and volumes, anticipated surrounding
development areas, and the proposed access system for the project. The directional
distribution of traffic is a means to quantify the percentage of site generated traffic that
approaches the site from a given direction and departs the site back to the original
source. Figure 1 illustrates the trip distribution used for the project's analysis.
Traffic Assignment
Traffic assignment was obtained by applying the trip distribution to the estimated trip
generation of the development. Figures 2 through 4 shows the traffic assignment.
Analysis Methodology
Capacity analysis results are listed in terms of level of service (LOS). LOS is a
qualitative term from the 2010 Highway Capacity Manual describing operating conditions
a driver will experience while traveling on a particular street or highway during a specific
time interval. LOS ranges from an A (very little delay) to an F (long delays).
AIR Change of Zone TIS Memorandum Page 4
C
O
d
C
Piz
O
O
CD
.O
H
PM Peak Hour Trips
2
0
F—
97
Out
LU
CO
W
da
Cie
In
CO
O
C
—
N
r
Rate
N
r -
O
AM Peak Hour Trips
. 5
O
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N
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45
Or
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C
Ce
r-
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—
r.
co
CD
4.0
CU
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r
CO
o
Average Daily
Trips
as
O
I—
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ca
CL
N-
rn
a
N
N
100 KSF
Land Use
General Light Industrial
DJ
H
—
O
r
-0
O
O
r
KSF = Thousand Square Feet
AJR Change of Zone TIS Memorandum
Figure 1: Trip Distribution
NTH
30%
Nominal
CR 58
C4
U
HWY :i4
AJR Change of Zone TIS Memorandum Page 6
Figure 2: Existing Traffic
Note: WC Pkwy assigned as north/south street
S
V
CR 47.5
4
co
m
t!')
4/3
t 5/4
7/10
6/6
6/4
0/0
1
1
1
el
lk
a-i
ezr
et
a --I
p
CR 58
AM/PM
AJR Change of Zone TIS Memorandum
Page 7
Figure 3: Site Generated Traffic
Note: WC Pkwy assigned as north/south street
A
a
V
CR 47.5
N O O
i
-►
t 0/0
.4 - 0/0
1hr 0/0
3/25 lh
0/0 ►
4/26
11
--►
v
Ln N O O
4-
CR 58
AM/PM
AJR Change of Zone TIS Memorandum Page 8
Figure 4: Total Traffic (Existing Traffic + Site Generated Traffic)
Note: WC Pkwy assigned as north/south street
.Y
a
u
CR 47.5
CO
N
e-1
el
d'
TI
if
en
In
9/31
6/4 ►
4/26
Ilr
in
to
N
N
r-1
V
TI
ei
el
el
CR 58
AM/PM
AIR Change of Zone TIS Memorandum Page 9
Conclusions
Based upon the analysis presented in this TIS Memorandum, the proposed change of
zoning from Agricultural to Industrial for the - 151 acres of land located at the northwest
quadrant of the WC Pkwy/US 34 intersection will not create a traffic burden upon the
local and regional traffic system. The proposed development is appropriate in size and
scale from a traffic engineering perspective based upon the existing adjacent roadway
characteristics. US 34 has a roadway cross section consisting of four 12' wide travel
lanes, 11 wide paved shoulders, and left -turn and right -turn lanes adjacent to the project
site. US 34 currently has full -width left -turn and right -turn lanes at the US 34/CR 47.5
intersection and the US 34/WC Pkwy signalized intersection. Additionally, the existing
intersection geometry of the recently constructed WC Pkwy/CR 47.5 intersection is
sufficient to handle the project's traffic. Weld County Parkway's cross section has four
12' wide travel lanes, two 8' wide paved shoulders, and a 12' wide left -turn lane at its
intersection with CR 47.5. Additionally, the levels of service (LOS) at the WC Pkwy/CR
47.5 intersection are projected to operate at LOS A during the AM and PM peak hours
with the addition of the project's traffic.
AJR Change of Zone TIS Memorandum Page 10
APPENDIX:
wif
AJR Change of Zone TIS Memorandum Page 11
Note: Weld County Pkwy assigned as the north/south street.
WC Pkwy/CR 47.5 Intersection. Looking at the North Leg of the Intersection from the West Leg.
Posted Speed on WC Pkwy 55 mph. (Photo Date: 1/19/16)
WC Pkwy/CR 47.5 Intersection. Looking at the South Leg of the Intersection from the West Leg
(Photo Date: 1/19/16)
AJR Change of Zone TIS Memorandum
Page 12
Weld County Pkwy Looking North in the Northbound Left -turn Lane at the WC Pkwy/CR 47.5 Intersection
(Photo Date: 1/19/16)
Looking Southbound on CR 47.5. Posted Speed on CR 47.5 is 45 mph. (Photo Date: 1/19/16)
AIR Change of Zone TIS Memorandum
Page 13
s. < Verizon Lit
Go gle
Parked on the wide shoulder at the SE Corner of the WC Pkwy/CR 47.5 Intersection for Traffic Counts
(Photo Date: 1/19/16)
4:00 PM 64%O
Y
4
0
ounty Pd 47 112
AJR Change of Zone TIS Memorandum Page 14
Total Traffic AM
1/2812016
WC Plwy/CR 47.5
Kellar Engineering
.*'
Movement EEL EBT ERR WBL
Lane Configurations f
Sign Control Stop
Grade 0%
Volume (vehlh) 9 8 4
Peak Hour Factor 0 92 0 92 0 92
Hourly flow rate (vph) 10 7 4
Pedestrians
Lane Width (ft)
Walking Speed (Ws)
Percent Blockage
Right turn flare Iveh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblotced
vC, conflicting volume 306 362 93 278 378 62 188
vC1, stage 1 oonf vol
vC2, stage 2 conf vol
vCu, unblodced vol 308 352 93 275 378 62 188
tC, single (s) 7.5 6.5 8.9 7.5 8.5 6.9 4.1
tC, 2 stage (s)
tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2
p0 queue free % 98 99 100 99 99 100 98
cM capacity (vehlh) 805 550 946 634 539 989 1388
Direction. Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
I
4,
WET WBR NBL NBT NER SBL SBT SBR
15 t ft if
Stop Free Free
0% 0% 0%
7 5 4 28 114 1 5 141 30
0.92 0.92 0.92 0.92 0.92 0 92 0.92 0.92 0.92
8 5 4 28 124 1 5 153 33
None
10 7 4 8 5 4 28
10 0 0 8 0 0 28
0 0 4 0 0 4 0
805 550 946 634 539 989 1386
0.02 0.01 0.00 0.01 0.01 0.00 0.02
1 1 0 1 1 0 2
11.1 11.8 8.8 10.7 11.7 8.7 7.7
BB AB B A A
10.8 10.5 1.4
B B
1.7
25.4%
15
ICU Level of Service
NB 2 NB 3
83 42
0 0
0 1
1700 1700
0.05 0.02
0 0
0.0 0.0
A
125
125
4.1
2.2
100
1459
SB 1 SB 2 SB 3
5 102 84
5 0 0
0 0 33
1459 1700 1700
0.00 0.08 0.05
0 0 0
7.5 0.0 0.0
A
0.2
Synchro 9 Report
AJR Change of Zone TIS Memorandum Page 15
Total Traffic PM
1/28/2016
WC Pkwy/CR 47.5
Kellar Engineering
Movement EBL
Lane Configurations
Sign Control
Grade
Volume (vehJh) 31
Peak Hour Factor 0 92
Hourly flow rate (vph) 34
Pedestrians
Lane Width (ft)
Walking Speed (ft's)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 235
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vat, unblocked vol
tC, single (s)
tC. 2 stage (s)
tF (s)
p0 queue free %
cM capacity (vehih)
Direction, Lane #
Volume Total
Volume Left
Volume Right
GBH
Volume to Capacity
Queue Length (ft)
Control Delay (s)
Lane LOS
Approach Delay {s)
Approach LOS
intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
EBT
t
Stop
0%
4
0.92
4
None
t
EBR WBL WBT WBR NBL NBT
t r I ft
Stop Free
0% 0%
26 10 4 3 5 123
0.92 0.92 0.92 0.92 0.92 0.92
28 11 4 3 5 134
None
297 76 252 303
NBR SBL
I
1
0.92
1
3
0.92
3
J
4l,
SBT SBR
tt
Free
0%
128 11
0.92 0.92
139 12
67 151
135
235 297 78 252 303 67 151
7.5 8.5 6.9 7.5 8.5 6.9 4.1
3.5 4.0 3.3 3.5 4.0 3.3 2.2
95 99 97 98 99 100 100
691 610 970 855 605 982 1427
EB1 EB2 EB3 WB1 WB2 WB3 NB1
34 4 28 11 4 3 5
34 0 0 11 0 0 5
0 0 28 0 0 3 0
691 610 970 655 805 982 1427
0.05 0.01 0.03 0.02 0.01 0.00 0.00
4 1 2 1 1 0 0
10.5 10.9 8.8 10.8 11.0 8.7 7.5
B B A B B A A
9.8 10.3 0.3
A B
2.4
20.6%
15
ICU Level of Service
NB 2 NB 3
89 46
0 0
0 1
1700 1700
0.05 0.03
0 0
0.0 0.0
A
135
4.
2.2
100
1447
SB 1
3
3
0
1447
0.00
0
7.5
A
0.2
SB 2 SB 3
93 58
0 0
0 12
1700 1700
0.05 0.03
0 0
0.0 0.0
Synchro 9 Report
AIR Change of Zone TIS Memorandum Page 16
SUMMARY OF VEHICLE COUNTS
Intersection:
—
O Q
o
CO
in--
CC)
CO
C)
CC:)
CO
to
0o
11')
IX)
tr)
N.
'•7
C/)
— C) (13 O S
I-- vi
W
cL'
a
t`-
c_i
d
to
tO
0
Westbound: CR 47.5
L S R Total
c')
'Zt
t, _I
ect
--
co
co
co
c,
--
-
. -
N
--
N
-
---
-
0
-
-
-
O
-
-
N
O-
0-
n
cc
O
n
C
B
p
I-
to
co
N
N
co
N
NN
CC
0
0
0
0
0
0
0
0
(i))
Ili
CO
-
N
N
-
--
O
-
J
"t
-
O
,.-_
N
-
N
--
Total
North/South
N
N -
Li)'Cr
Ln
N-
N-
to
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•-• En
0
L)
N—
-Y
Southbound: WC Pkwv
p
H
t,l
` t
—
-7
tn-
c7
--
co
co
ooc,)
c?
co
N
cc
c',
—
—
c
—
-
CJ
N
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42
38
N
M
0c0
N
N
N-
N
'7
N
25
J
0
N
N
N
N
N
`t
N
Northbound. WC Pkwv
Y
0
27
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N
Cr)
CO
C0c,.—OCD
N
N
N
N
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0
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0.)
N.
N
t
(7.-
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IL)
0
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0
0
0
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0
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ea
C
66
ct
0
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CV
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O
co
O
N —
t it
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N
O
cc,
CD
cc,
N
O
to
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CO
O
Cc;
O
0
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67
70
t�
op
CA
Cr)
Cr)
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—
N-
to
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(, :
9'
r--
•-r
c
Westbound: CR 47 5
L S R Total
(V
CV
N
c1
LED
-_y
'-t
"t
--
O
—
—
O
(N
—
--
CD
—
O
—
—
—
O
Eastbound CR 58
L S R Total
ON
0000
00
-
O
-
O
-
N
O
•..--
CD
2 c�
'n
O L
H t
0
Z
N
u)til
c",
--r-.
CJ
LD
N.-
N-
--to
C t
h-
ti/
Ln
Southbound WC Pkwy
fl
H
(JD
N
CD
N
OD OD
COD
CD
et'r't
O!
OD
cc
—
CJ
CJ
co
--
—
O
—
c!i
N
trl
tr,
N
33
c,
N
o
M
25
v
'Y
J•
N
'7
O
N
N
CV
CV
Northbound: WC Pkwy
ON
1 —
I 24
NCOOirt
0
co
CC
m—
O-
0
0
0
O
0
tf)
N
t
N
(L)
N
G)
N
O
c^i
c i
M
--
M
Cr)
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J
O
O
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O
C,
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to
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Lll
O
In
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LCl
O
CO
t0
M
'N
Ci
O
'7
--•
9Q
0
(71 is )
cp
O
M
CO
N
C')
C‘J
AJR Change of Zone TIS Memorandum
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