HomeMy WebLinkAbout06 - Design Report - S 19th Avenue - Stucky to Blackwood - Transportation Design Study Report
For
South 19th Avenue —
Stucky Road to
Blackwood Road
Prepared for
Meadow Creek, LLC
924 Stoneridge Drive, Suite 1
Bozeman, MT 59718
February 2006
BOZ_05021.01
Table of Contents
Page
INTRODUCTION 1
SITE LOCATION AND DESCRIPTION 1
Figure 1: Site Location 2
Figure 2: Proposed Site Layout 3
EXISTING CONDITIONS 4
Roadway Characteristics &Volumes 4
Intersection Characteristics &Volumes 6
Figure 3: Existing Traffic Volumes 7
Speeds 6
Traffic Operations 8
DESIGN TRAFFIC VOLUMES 8
Trip Generation 8
Table 1. Summary of Trip Generation 9
Table 2. Summary of Phased Trip Generation 14
Trip Distribution 10
Figure 4: Trip Distribution 11
Traffic Assignment 12
Figure 5: Site Traffic Assignment at Full Build-Out 13
Table 3. Summary of Phased Traffic Contributions to Area Intersections 15
Volumes 15 .
Figure 6: Initial(2006) Design Hour Traffic Volumes 16
Figure 7: Ten &Fifteen Year Design Hour Volumes 18
TRAFFIC OPERATIONS 17
Table 4. Summary of Capacity Calculation Results 17
TRAFFIC SIGNAL WARRANT ANALYSES 19
INTERSECTION IMPROVEMENTS 20
Alternatives to Signalization 20
Signalization Alternatives 21
Traffic Operations of Alternatives 22
Table 5. Summary of Capacity Calculation Results for
South 19th Avenue &Stucky Road 22
Table 6. Summary of Capacity Calculation Results for South 19th Avenue
at Graf Street and Blackwood Road 23
RECOMMENDED IMPROVEMENTS 24
South 19th Avenue& Stucky Road 24
Figure 8: South 19th Avenue &Stucky Road Recommended
Intersection Improvements 26
South 19th Avenue & Graf Street 27
Figure 9: South 19th Avenue at Graf Street
Recommended Intersection Improvements 28
South 19th Avenue & Blackwood Road 29
Figure 10: South 19th Avenue at Blackwood Road
Recommended Intersection Improvements 30
,Engineering, Inc. i
RECOMMENDED IMPROVEMENTS (CONT.)
Signal Poles 29
Lighting 31
Conduit& Wiring 31
Pavement Markings & Signing 31
Appendix A— Traffic Volume Data
Appendix B— Traffic Speed Data
Appendix C—Capacity Calculations—Existing Conditions
Appendix D—HCS2000 Capacity Calculations—Background+Site Traffic
Appendix E— Traffic Signal WarrantAnalyses
Appendix F—Auxiliary Turn Lane Evaluations
Appendix G—HCS2000 Capacity Calculations— Unsignalized Alternatives
Appendix H—SIG/Cinema Capacity Calculations—Signalized Alternatives
Engineering, Inc. ii
Design Stud Report
eport
South 19th Avenue -
Stucky Road to Blackwood Road
South 19th Avenue Design Study Report
INTRODUCTION
This design study report summarizes the recommended improvements necessary with
development of the proposed 202-acre Meadow Creek Subdivision that would be located
west of South 19th Avenue between Stucky Road and Blackwood Road in Bozeman,
Montana. Development of the subdivision will likely occur in five phases and would
include 341 lots (approximately 675 dwelling units) at full build-out. The first three
phases would occur through the central portion of the proposed subdivision, developing
from north to south. Subsequent phases would develop the southwest and southeast
portions of the subdivision, respectively.
The purpose of this report is to provide a detailed summary of the design analysis
recommendations for the proposed improvements to South 19th Avenue and its
intersections with Stucky Road, Graf Street, and Blackwood Road. The methodology and
analysis procedures used in this study employ the latest technology and nationally
accepted standards in the area of roadway and intersection design. Recommendations
made in this report are based on professional judgment and these principals.
SITE LOCATION AND DESCRIPTION
The proposed site is located within Section 23, T. 2 S., R. 5 E., P.M.M. The site is
bordered by the Genesis Business Park Subdivision to the north, Minor Subdivision No.
235 to the northeast, South 19th Avenue to the east, Blackwood Road to the south, and
agricultural land to the west. The site location is illustrated in Figure 1.
The proposed development would include 341 lots (approximately 675 dwelling units) at
full-build out. Primary access to the subdivision would be provided from South 19th
Avenue to the east at its intersections with Stucky Road, Graf Street, and Blackwood
Road. The proposed site layout is illustrated in Figure 2.
Engineering, Inc. 1
_ `y tnw EP Ex <C U
IJ
_.
No
HIM
HUFFINE LAILij
(!1S
\ F y
>
V
KAGY BOULEVA}2i
STUCKY;ROAD
ul
� r
U. �
BLACKWOOD ROAD
uj �Yr
MEADOW ; > O y
CREEKxZ
0 - SUBDIVISION
: .:
.GOLDENSTEI LANE r ;
i N -
FIGURE 1 : SITE LOCATION
FIGURE_i.DWG BOZ 05021.01 12/28/05 TEE
I
I I II
i
I
I it
------- ----- - ---- --- --------------------
' I ; I
,
I
i
i I
. i
,
i I
I
I I
I I
FIGURE 2: SITE LAYOUT
FIGURE_2.DWG BQZ 05021.01 12/28/05 TEE
South 19th Avenue Design Study Report
EXISTING CONDITIONS
Roadway Characteristics & Volumes
The development of the proposed Meadow Creek Subdivision will require that
improvements be made to South 19th Avenue and other area roadways. These roadways
are listed below along with their roadway classification from the Greater Bozeman Area
Transportation Plan Year 2001 Update (Robert Peccia&Associates, June 2001):
• South 19th Avenue (Principal Arterial)
• Stucky Road (Local)
• Graf Street(Collector)
• Blackwood Road(Minor Arterial)
Nineteenth Avenue is a principal arterial roadway in Bozeman from Interstate 90 (I-90)
south to Johnson Road. North of I-90 and south of Johnson Road, 19th Avenue is
classified as a minor arterial roadway. From its intersection with Cottonwood Road,
South 19th Avenue proceeds easterly for approximately two miles and then turns to the
north. It continues to the north, changing to North 19th Avenue where it crosses West
Main Street in Bozeman, eventually crossing over 1-90 and terminating at Springhill
Road. Between Stucky Road and the proposed Blackwood Road, South 19th Avenue
currently has a paved surface width of approximately 30-feet with 1-foot gravel shoulders
and 5:1 inslopes. The pavement width provides for two 15-foot wide thru travel lanes.
As reported in the Traffic Impact Study for JCD Residential Development Meadow Creek
Subdivision prepared by Robert Peccia & Associates in August 2005, automatic traffic
counts gathered from 1994 to 2003 by the Montana Department of Transportation(MDT)
found the traffic volume on South 19th Avenue to range from approximately 4,900 to
7,250 average annual daily traffic (AADT) north of Stucky Road during that period with
an average annual growth rate of 4.40%. Automatic traffic counts gathered from January
24-26, 2006 found traffic volumes on South 19th Avenue of approximately 9,600 and
7,100 AADT north and south of Stucky Road, respectively. An MDT seasonal
adjustment factor of 1.10 for the month of January was applied to the road tube counts.
Engineering, Inc. 4
South 19th Avenue Design Study Report
Stucky Road is a local roadway east of Cottonwood Road. From Cottonwood Road west
to Gooch Hill Road, it is classified as a principal arterial. The Greater Bozeman Area
Transportation Plan Year 2001 Update (GBATP) indicates a suggested northerly
realignment of Stucky Road in the future from Cottonwood Road to provide a principal
arterial with a direct connection to Kagy Boulevard. Currently, Stucky Road provides a
continuous route from Gooch Hill Road to South 19th Avenue. It is currently paved from
South 19th Avenue west to just beyond Enterprise Boulevard. At its intersection with
South 19th Avenue, Stucky Road has a paved surface width of approximately 24-feet
with 1-foot gravel shoulders allowing for two 12-foot thru travel lanes. Automatic traffic
counts gathered from January 24-26, 2006 found an approximate traffic volume on
Stucky Road of 3,400 AADT west of South 19th Avenue. An MDT seasonal adjustment
factor of 1.13 for the month of January was applied to the road tube counts.
Graf Street does not currently exist west of South 19th Avenue. The GBATP indicates
Graf Street as a proposed collector roadway providing a continuous route from
Cottonwood Road east to South 3rd Avenue. The development of Meadow Creek
Subdivision will construct approximately a one-half mile segment of the proposed
collector roadway west of South 19th Avenue. When completed, that segment of roadway
will have a paved surface width of 44-feet with standard curb and gutter on both sides.
Blackwood Road is a minor arterial roadway that currently begins at Gallatin Road (US
191) and proceeds easterly to Fowler Lane, where it currently terminates. The GBATP
shows a suggested southerly realignment of Blackwood Road between Cottonwood Road
and South 19th Avenue to provide a direct minor arterial connection with Goldenstein
Road and a proposed collector roadway on the existing alignment between Cottonwood
Road and South 19th Avenue. However, with the development of Meadow Creek
Subdivision a three-quarter mile half-section of Blackwood Road would be completed,
leaving a quarter-mile section remaining between Fowler Lane and South 19th Avenue.
The completed section would include a 22-foot wide paved surface with standard curb
and gutter on the north side.
Engineering, Inc. 5
South 19th Avenue Design Study Report
Intersection Characteristics & Volumes
In addition to area roadways, the development of the proposed Meadowlark Ranch
Subdivision will construct improvements at the following intersections:
• South 19th Avenue and Stucky Road
• South 19th Avenue and Graf Street
• South 19th Avenue and Blackwood Road
The intersection of South 19th Avenue and Stucky Road is currently a T-intersection with
stop control on the eastbound (Stucky Road) approach. As stated previously, two thru
travel lanes are provided on South 19th Avenue, one northbound and one southbound.
Two lanes are also available on Stucky Road, one serving left and right-turning vehicles
from Stucky Road and one receiving lane for turns from South 19th Avenue. Traffic
counts conducted on December 22, 2005 during the AM and PM peak hours determined
total entering volumes of 541 and 793 vehicles during the AM and PM peak hours,
respectively. MDT seasonal adjustment factors for the month of December were applied
to the turning movement counts. A summary of the traffic count data can be found in
Appendix A. Figure 3 summarizes the adjusted existing AM and PM peak hour turning
volumes and previously discussed ADTs for the street system.
The intersections of South 19th Avenue with Graf Street and Blackwood Road do not
currently exist; however, Meadow Creek Subdivision will create two new T-intersections
when constructed. Proposed traffic control and estimated design volumes for the two
intersections will be discussed later in this report.
Speeds
Speed data was collected by Marvin & Associates on South 19th Avenue in 2002 for an
MDT speed zone investigation. Between Stucky Road and the proposed Blackwood Road
the existing speed limit is 60 mph. The 85th % speeds in the area range from 52.75 to
64.32 mph. Therefore, it can be assumed that the design speed should also be 60 mph.
Copies of the speed data are included in Appendix B.
Engineering, Inc. 6
O
O
to
C�
11
F
0
a KAGY BOULEVARD
138 33 STU�CKY ROAD�
�- ADT = 340'0 ui
(
)
w58
(17) STUCK Y
14) t
18 263
H (8) (171)
GRAF STREET
85
(38 6
)
GRA F
BLACKWOOD ROAD 281
(179)85
(386)
BLACKWOOD
t
281
(179)
'*= ROBERT PECCIA &ASSOCIATES
TRAFFIC COUNTS - 9/8/2004
X =AM PEAK
(X) = PM PEAK
FIGURE 3: EXISTING TRAFFIC VOLUMES
FIGURE_3.DWG BQZ Q5Q21.01 02/09/06 TEE
South 19th Avenue Design Study Report
Traffic Operations
Unsignalized intersection capacity calculations were performed for the intersection of
South 19th Avenue and Stucky Road using Highway Capacity Software 2000
(HCS2000), Release 4.1d, which is based on the procedures contained in Chapter 17 of
the 2000 Highway Capacity Manual (HCM2000). The HCM2000 defines level-of-
service (LOS) as "a quality measure describing operational conditions within a traffic
stream, generally in terms of such service measures as speed and travel time, freedom to
maneuver, traffic interruptions and comfort and convenience." LOS is described using
letter designations from A to F, with A being the most favorable operating conditions and
F being the worst.
At the intersection of South 19th Avenue and Stucky Road, the northbound approach
currently operates at LOS A during both peak hours, with an average delay of 7.9
seconds per vehicle in the AM and 8.5 seconds per vehicle in the PM. The eastbound
approach operates at LOS B (14.8 seconds of delay) and C (24.4 seconds of delay) during
the AM and PM peak hours, respectively. Detailed capacity calculation results for
existing conditions are included in Appendix C.
DESIGN TRAFFIC VOLUMES
Trip Generation
South 19th Avenue is the primary route for trips to and from Meadow Creek Subdivision.
Therefore, an accurate estimate of site-generated traffic must be made in order to
establish the parameters to be used in the design of the required improvements. An
estimate of the site trip generation was included in the Traffic Impact Study for JCD
Residential Development Meadow Creek Subdivision; however, revisions have been
made to more accurately reflect the estimated number of dwelling units following
preliminary plat approval for the subdivision. This report utilized Trip Generation, 7th
Edition, published by the Institute of Transportation Engineers (ITE), the most widely
accepted source for determining trip generation rates.
Engineering, Inc. 8
South 19th Avenue Design Study Report
One-way vehicular trips generated by the Meadow Creek Subdivision were estimated
using ITE Land Use No. 210 (Single Family Detached Housing), Land Use No. 220
(Apartment), and Land Use No. 230 (Residential Condominium / Townhouse). The
number of dwelling units was used as the independent variable. Table 1 summarizes the
trip generation rates for the proposed development.
Table 1 Summary of Trip Generation
Average Weekday AM Peak Hour PM Peak Hour
Land Use Units Enter Exit . Total Enter Exit Total Enter Exit Total
Single-Family
Detached Housing (1) 297 1415 1415 2830 54 163 217 180 106 286
Apartment (2) 288 940 941 1881 29 115 144 114 62 176
Condominium/
Townhouse (3) 90 294 293 587 1 8 39 47 36 19 55
IJ Iabals 675 2649 2649 5298 91 317 408 334 187, 517
ITE 210*-Single Family Detached Housing,Units=Dwelling Units,T=Trips
Average Weekday Trips Ln(T)=0.92 Ln(X)+2.71 RZ=0.96 (50%Entering,50%Exiting)
Weekday,Peak Hour of
Adjacent Street Traffic,One T=0.70(X)+9.43 RZ=0.89 (25%Entering,75%Exiting)
Hour Between 7 and 9 a.m.
Weekday,Peak Hour of
Adjacent Street Traffic,One Ln(T)=0.90 Ln(X)+0.53 Rz=0.91 (63%Entering,37%Exiting)
Hour Between 4 and 6 p.m.
ITE 220*-Apartment,Units=Dwelling Units,T=Trips
Average Weekday Trips T=6.01(X)+150.35 RZ=0.88 (50%Entering,50%Exiting)
Weekday,Peak Hour of
Adjacent Street Traffic,One T=0.49(X)+3.73 RZ=0.83 (20%Entering,80%Exiting)
Hour Between 7 and 9 a.m.
Weekday,Peak Hour of
Adjacent Street Traffic,One T=0.55(X)+17.65 RZ=0.77 (65%Entering,35%Exiting)
Hour Between 4 and 6 p.m.
ITE 230*-Residential Condominium/Townhouse,Units=Dwelling Units,T=Trips
Average Weekday Trips Ln(T)=0.85 Ln(X)+2.55 RZ=0.83 (50%Entering,50%Exiting)
Weekday,Peak Hour of
Adjacent Street Traffic,One Ln(T)=0.80 Ln(X)+0.26 RZ=0.76 (17%Entering,83%Exiting)
Hour Between 7 and 9 a.m.
Weekday,Peak Hour of
Adjacent Street Traffic,One Ln(T)=0.82 Ln(X)+0.32 RZ=0.80 (67%Entering,33%Exiting)
Hour Between 4 and 6 p.m.
Trip Generation,7th Edition, Institute of Transportation Engineers,2003
Engineering, Inc. 9
South 19th Avenue Design Study Report
Typically, it is important to estimate the volume of trips that would be made by alternate
modes of travel. These trips, therefore, would not involve vehicles accessing the site.
However, since the proposed subdivision is located on the outskirts of Bozeman, and to
add a measure of conservatism to the analysis, it was assumed that all trips to and from
the proposed Meadow Creek Subdivision would be vehicular trips.
Vehicular trips should also be further broken down into four classifications: primary
purpose, diverted link, internal, and pass-by trips. Primary purpose trips are those for
which the development is a primary destination from any origin. Diverted link trips are
those made to the development as a secondary destination and are diverted from a path
between an origin and a primary destination. Internal trips are trips that begin and end
within the site. They do not affect the abutting roadways. Pass-by trips are those made to
a development as a secondary destination, but the primary trip path is on the adjacent
street system. All trips to and from a residential subdivision can be considered primary
purpose trips, and therefore all trips associated with this subdivision would be new trips
on the surrounding street system.
Trip Distribution
Trip distribution is an estimate of site-generated trip origin and destination locations,
which can be determined by several methods from computerized travel demand models to
simple inspection of existing traffic volumes. An estimate of the site trip distribution was
included in the Traffic Impact Study for JCD Residential Development Meadow Creek
Subdivision; however, revisions have been made based on estimated travel patterns
within the subdivision and characteristics of the surrounding transportation system. For
this study, the trip distribution was based on the distribution of existing traffic volumes
along with the locations of existing and anticipated destinations. The trip distribution for
the proposed subdivision is shown in Figure 4.
Engineering, Inc. 10
63%
KAGY BOULEVARD 29%
4% STUCKY ROAD
W
z
W
Q
a�
0
GRAF STREET H
BLACKWOOD ROAD
4%
FIGURE 4: TRIP DISTRIBUTION
FIGURE_4.DWG BOZ 05021.01 12/28/05 TEE
South 19th Avenue Design Study Report
Traffic Assignment
In order to provide an appropriate roadway or intersection design, it is important to
evaluate the expected traffic demands. In the case of a new roadway or intersection, it is
necessary to establish an accurate estimate of those demands. In the case of Meadow
Creek Subdivision it is possible to determine estimated traffic demands from the
development by assigning site traffic to the roadways and intersections.
Assignment of site traffic to the street system and site access points is dependent upon a
number of factors. In this case, directional distribution of primary purpose trips and the
operating characteristics of the surrounding street system were considered to arrive at the
total site traffic assignment. Figure 5 shows the AM and PM peak hour traffic assignment
for Meadow Creek Subdivision at full build-out. Graf Street is estimated to carry a
significant portion of site related traffic. This assumption is based on the fact that Graf
Street is more centrally located within the subdivision and a majority of site related trips
are expected to be directed to the north.
With the phased development of Meadow Creek Subdivision, it is assumed that full
build-out of the subdivision will occur over the course of the next 7-8 years. As stated
previously, there are a total of five phases planned for the development. For design
purposes it is assumed that the first two phases will be developed within a short time-
frame around the initial design year (2006). Subsequent phases will be completed within
the design life of proposed improvements on South 19th Avenue at its intersections with
Stucky Road, Graf Street, and Blackwood Road. Table 2 summarizes the estimated trip
generation for each phase of the proposed development. In addition, Table 3 summarizes
the traffic contributions from each phase to each of the three intersections.
Engineering, Inc. 12
KAGY BOULEVARD
4 13 STUCKY ROAD (0)(2 0
w 14 .4/
(11)
= STUCKY
°-' (0) ti
_ t
0 278
GRAF STREET
H (1) (160)
45 36
(165)(120)
168�►
1
(91)
G RAF
7
(4) � t
BLACKWOOD ROAD 2 110
7) (70)
35 8
(120) (4)
110 1
(69)
BLACKWOOD
(3) _0►
t
2 2
(5) (8)
X =AM PEAK
(X) = PM PEAK
FIGURE 5: SITE TRAFFIC ASSIGNMENT
AT FULL BUILD-OUT
FIGURE_5.DWG BOZ 05021.01 02/09/06 TEE
South 19th Avenue Design Study Report
Table 2 Summary of Phased Trip Generation
Average Weekday, AM Peak Hour PM Peak Hour
Land Use units Enter Exit Total Enter Exit' Total Enter Exit " Total
Phase 1
Apartment 140 457 457 914 14 56 70 56 30 86
Phase 2
Single-Family
Detached Housing 7 33 34 67 1 4 5 4 3 7
Apartment 92 301 300 601 9 37 46 36 20 56
Condominium/
Townhouse 33 107 108 215 3 14 17 13 7 20
Phase 3
Single-Family
Detached Housing 35 167 167 334 6 20 26 21 13 34
Apartment 40 130 131 261 4 16 20 16 8 24
Condominium/
Townhouse 6 19 20 39 1 2 3 3 1 4
Phase 4
Single-Family
Detached Housing 83 396 395 791 15 46 61 50 30 80
Condominium/
Townhouse 33 107 108 215 3 14 17 13 7 20
Phase 5
Single-Family
Detached Housing 172 820 819 1639 31 95 126 104 61 165
Apartment 16 53 52 105 2 6 8 7 3 10
Condominium/
Townhouse 18 58 59 117 2 7 9 7 4 11
Totals 675 !1 2649 2649 5298 91' 317 408 334 187 517
Engineering, Inc. 14
South 19th Avenue Design Study Report
Table 3 Summary of Phased Traffic Contributions to Area Intersections
Average weekday AM Peak Hour PM Peak Hour
Street , Enter Exit Totat Enter Exit Total Enter Exit Tota[
Phase 1
Stucky Road 114 114 228 3 14 17 13 8 21
Graf Street 343 343 686 11 42 53 42 23 65
Phase 2
Graf Street 441 442 883 13 55 68 55 28 83
Phase 3
Graf Street 150 149 299 5 18 23 18 12 30
Blackwood Road 167 168 335 6 20 26 21 11 32
Phase 4
Graf Street 125 125 250 5 16 21 16 8 24
Blackwood Road 378 378 756 13 44 57 48 28 76
Phase 5
Graf Street 473 473 946 17 56 73 59 35 94
Blackwood Road 458 457 915 18 52 70 58 34 92
Totals 2649 2649 5298 91 317 408 330 187 517
Volumes
It is necessary to determine design hour turning movement volumes to perform capacity
calculations on South 19th Avenue at its intersections with Stucky Road, Graf Street, and
Blackwood Road. Design hour turning movement projections were based on turning
movement counts adjusted to reflect the 30th highest hourly volume of the year. In most
cases, the 30th highest hourly volume can be reasonably represented by the PM peak
hour. In addition, traffic from Phases 1 and 2 of Meadow Creek Subdivision has been
combined with existing traffic volumes for the initial design year for proposed
improvements at the above intersections. Figure 6 shows design hour traffic volumes
from Phases 1 and 2 of Meadow Creek Subdivision combined with existing area traffic.
Engineering, Inc. 15
KAGY BOULEVARD
140 y 40 STUCKY ROAD (115X105
(65) (140)
460)
w
w 70 .0
(145)
= STUCKY
5
e- (15)�R
= 1 t
F
20 355
GRAF STREET
H 10)(220)
25 85
(90)(375)
90 1►
(50)
G RAF
5
c5) � t
BLACKWOOD ROAD 5 280
5) (180)
c4
X=AM PEAK
(X) = PM PEAK
FIGURE 6: INITIAL (2006) DESIGN HOUR
TRAFFIC VOLUMES
FIGURE_61WG BQZ 05021.01 02/09/06 TEE
South 19th Avenue Design Study Report
Any design should also consider expected traffic demands for the design life of the
proposed improvements. On South 19th Avenue at its intersections with Stucky Road,
Graf Street, and Blackwood Road a design life of 10 to 15 years can reasonably be
expected. Traffic projections for the years 2016 and 2021 were determined for existing
traffic volumes. A growth rate of 4.50%per year was used for the projections, in keeping
with the Traffic Impact Study for JCD Residential Development Meadow Creek
Subdivision. Figure 7 shows the design hour traffic volumes for 2016 and 2021. It is
expected that Meadow Creek Subdivision will be fully developed by 2016; therefore,
both the 2016 and 2021 traffic volumes reflect contributions of site traffic at full build-
out.
TRAFFIC OPERATIONS
Capacity calculations were performed for each of the study area intersections using
HSC2000 for each of the scenarios discussed previously. Results of the calculations for
existing traffic combined with that from Phases 1-2 is shown in Figure 8. Results for
2016 and 2021 projected traffic volumes are shown in Figure 9. Results of all the
capacity calculations are also summarized in Table 4. Detailed results of the capacity
calculations are included in Appendix D.
Table 4 Summary of Capacity Calculation Results
AM Peak Hour PM Peak Hour
Existing*, Existing
Phases -2. ; .,;2016 .202 k Phases t 2= 2026
lntersectiot kpproaclDelay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS
S 19th Ave EB 20.3 C 378.9 F 1016 F 35.0 D 1129 F 2504 F
& NB 8.0 A 8.8 A 9.2 A 8.9 A 11.4 B 12.7 B
Stucky Rd
SB - A - A - A - A - A - A
S 19th Ave EB 15.8 C 148.6 F 322.2 F 17.0 C 95.4 F 206.4 F
& NB 7.5 A 7.9 A 8.0 A 8.5 A 10.4 B 11.1 B
Graf St SB - A - A - A - A - A - A
S 19th Ave EB N/A N/A 31.6 D 57.5 F N/A N/A 36.6 E 63.9 F
&
Blackwood NB - A 7.7 A 7.8 A - A 9.6 A 10.2 B
Rd SB - A - A - A - A - A - A
Engineering, Inc. 17
2016 65
(110)- STUCKY ~(220)
ROAD
KAGY BOULEVARD
STUCKY ROAD 80 210 20 240
(160) (865) (195)(1005)
Lu
,�
105.J/ 125 J/
(225) 2016 (275) 202 1
2021 = 5 STUCKY 5 STUCKY
f
(1120)� STUCKY F(430) 20)-*A 30)
ROAD =
30 685 35 790
GRAF STREET
N 15) (425) 15) (490)
45 170 45 200
(165) (720) (165) (840)
170,0 1701
(90) 2016 (90) 2021
10 GRAF 10 GRAF
BLACKWOOD ROAD 5 545 5 655
10) (350) 10) (415)
35 140 35 170
(120) (605) (120) (725)
110 1 110 1
(70) 2016 (70) 2021
5 BLACKWOOD 5 BLACKWOOD
(5) 1 R t (5) 1 1
5 440 5 545
(5) (285) (5) (355)
X =AM PEAK
(X) = PM PEAK
FIGURE 7: TEN & FIFTEEN YEAR
DESIGN HOUR VOLUMES
FIGURE_7.DWG BOZ 0502i.01 02/09/06 TEE
South 19th Avenue Design Study Report
As shown in Table 4, traffic from full development of Meadow Creek Subdivision
combined with future traffic growth will have an impact on the operation of South 19th
Avenue and its intersections with Stucky Road, Graf Street, and Blackwood Road. All
study intersections would require some form of mitigation within a design timeframe of
fifteen years. The Greater Bozeman Area Transportation Plan, 2001 Update (Robert
Peccia & Associates, June 2001) defines LOS C as the minimum acceptable LOS for
design.
TRAFFIC SIGNAL WARRANT ANALYSES
Preliminary traffic signal warrant analyses for South 19th Avenue and its intersections
with Stucky Road, Graf Street, and Blackwood Road were performed for design hour
traffic volumes. The Manual on Uniform Traffic Control Devices, 2003 Edition
(MUTCD) defines eight warrants establishing the minimum criteria for the installation of
a traffic control signal. All analyses included a thirty percent (30%) reduction in
southbound traffic volumes to account for right-turn movements. It was determined that
two of the eight warrants (Warrant #1: Eight-Hour Vehicular Volume and Warrant #2:
Four-Hour Vehicular Volume) are currently met at the intersection of South 19th
Avenue and Stucky Road due to the traffic volumes and speeds (± 60 mph) on South 19th
Avenue. However, it should be noted that the intersection is currently operating at LOS C
and the warrants are only marginally met. With the addition of Phases 1-2 of Meadow
Creek Subdivision, one additional warrant (Warrant #3: Peak Hour) would be met at the
intersection.
The development of Phases 1-2 would include the construction of Graf Street within the
proposed subdivision. A signal warrant analysis at the intersection of South 19th Avenue
and Graf Street revealed that no signal warrants would be met with the initial
development of the subdivision. With full development of the subdivision and traffic
projections for design year 2016 on South 19th Avenue, it is estimated that two of the
eight signal warrants (Warrant #1: Eight-Hour Vehicular Volume and Warrant #2: Four-
Hour Vehicular Volume) would be met at this intersection. Again, the warrants would
only marginally be met under projected traffic volumes.
Engineering, Inc. 19
South 19th Avenue Design Study Report
Blackwood Road would be constructed with full development of Meadow Creek
Subdivision. At its intersection with South 19th Avenue, two signal warrants (Warrant
#1: Eight-Hour Vehicular Volume and Warrant #2: Four-Hour Vehicular Volume) are
estimated to be met with full development of the subdivision and traffic projections for
design year 2016 on South 19th Avenue. It is not estimated that any additional signal
warrants would be met at this intersection within a 15-year design period. Detailed traffic
signal warrant calculations are provided in Appendix E.
INTERSECTION IMPROVEMENTS
As a condition of preliminary plat approval for Meadow Creek Subdivision, the Bozeman
City Commission required that the development install traffic signals on South 19th
Avenue at its intersections with Stucky Road and Graf Street. However, the Montana
Department of Transportation has indicated that only one traffic signal would be required
to serve this development, and it would best be constructed at the intersection of South
19th Avenue and Graf Street. In addition to signalization, it is necessary to evaluate
specific intersection improvements that will provide acceptable levels of service (LOS C
or better) within a 10 and 15-year design timeframe.
Alternatives to Signalization
Signalization is the most restrictive form of traffic control. Therefore, before any traffic
signal is installed the intersection must meet minimum MUTCD signal warrant criteria
and consideration should be given to other less restrictive traffic control alternatives.
Alternatives to signalization may include auxiliary turn lanes, movement restrictions, stop
control, or possibly even a modern roundabout. This report only analyzes the addition of
auxiliary turn lanes at the study intersections.
The intersection of South 19th Avenue and Stucky Road marginally meets two of the
eight MUTCD traffic signal warrants, taking into account a 60 mph speed limit on South
19th Avenue. Although the intersection currently operates at an acceptable level of
service under stop control, the PM peak hour delay is borderline between LOS C and D.
Because there are no real benefits related to initial signalization, a signal is not justified
for initial operations.
Engineering, Inc. 20
South 19th Avenue Design Study Report
There is a significant southbound right-turn volume on South 19th Avenue, which could
benefit from the installation of an auxiliary turn lane. An evaluation of the guidelines
found in the MDT Traffic Engineering Manual indicates that a right-turn lane may be
justified under existing traffic conditions. However, a left-turn lane would not be justified
under existing conditions or with development of Phases 1-2 of Meadow Creek
Subdivision. Upon full development of the subdivision and with future traffic growth a
left-turn lane may be justified as indicated by the 2016 design hour traffic volumes.
The intersection of South 19th Avenue and Graf Street would not meet MUTCD traffic
signal warrants until full development of Meadow Creek Subdivision occurs, barring any
potential future development to the east or west. An auxiliary right-turn lane would be
justified on South 19th Avenue with the development of Phases 1-2 of the subdivision,
but a left-turn lane would not be justified until full development of the subdivision as
estimated with future traffic growth.
As indicated previously, two MUTCD signal warrants are estimated to be met at the
intersection of South 19th Avenue and Blackwood Road. However, satisfaction of the
warrant criteria is predicated on full development of Meadow Creek Subdivision and an
assumed 4.50% traffic growth rate on South 19th Avenue. An auxiliary right-turn lane
would be justified with subdivision traffic; however, a left-turn lane is not estimated to be
justified until 2021 with anticipated traffic growth. Detailed evaluations of the auxiliary
turn lane guidelines are included in Appendix F.
Signalization Alternatives
At Stucky Road two different lane configurations were tested along with the existing
intersection geometry with optimized signal timing and phasing plans. First, a
southbound right-turn lane and a northbound left-turn lane were added to accommodate
turn movements at the intersection. Next, a second lane was added to balance estimated
southbound traffic volumes on South 19th Avenue for the 2021 design year traffic
volumes. At Graf Street and Blackwood Road, the intersections were evaluated with
basic geometric configurations consisting of single-lane approaches in each direction.
Engineering, Inc. 21
South 19th Avenue Design Study Report
Traffic Operations of Intersection Alternatives
Capacity calculations for unsignalized intersection alternatives were performed for South
19th Avenue and its intersections with Stucky Road, Graf Street, and Blackwood Road
using HCS2000. Signalized intersection capacity calculations were performed using
SIG/Cinema Version 3.08 developed by KLD Associates, Inc. and Polytechnic
University, which is based on the procedures contained in Chapter 16 of the 2000
Highway Capacity Manual (HCM2000). Summaries of the capacity calculations results
for each of the alternatives are presented in Tables 5 and 6. Detailed capacity calculation
results are included in Appendices G and H.
Table 5 Summary of Capacity Calculation Results for
South 19th Avenue& Stucky Road
AM Peak Hour PM Peak Hour
Existing+ Existing+
'teases -2 2Q1f 2021 � 'Phases k 2 2016 2021,;
Alternative pproac Delay ' LOS Delay LOS Delay LOS Delay LOS Delay LOS - Delay LOS
Unsignalized EB 17.5 C 114.0 F 360.9 F 29.2 D 1634 F 3571 F
w/ NB 7.6 A 7.9 A 8.0 A 8.5 A 11.1 B 12.2 B
SB RT SB T - A - A - A - A - A - A
Lane
SBR - A - A - A - A - A - A
EB 17.5 C 114.0 E 368.2 F 27.2 D 1634 F 3571 F
Unsignalized NB L 7.6 A 7.9 A 8.9 A 8.6 A 11.1 B 12.2 B
w/
NB&SB NB - A - A - A - A - A - A
Turn Lanes SB T - A - A - A - A - A - A
SBR - A - A - A - A - A - A
Signalized EB 20.0 B 20.0 B 34.9 C 20.0 B 44.2 D 113.3 F
Existing NB 7.8 A 15.5 B 10.7 B 6.9 A 5.8 A 8.1 A
Geometry
SB 5.8 A 7.3 A 4.4 A 9.6 A 32.7 C 49.0 D
EB 10.8 B 18.3 B 19.5 B 11.9 B 27.5 C 53.3 D
Signalized NB L 7.0 A 4.6 A 5.1 A 6.5 A 6.7 A 14.3 B
Addition o
NB&SB NB T 10.0 A 10.6 B 15.6 B 7.6 A 7.1 A 19.8 B
Turn Lanes SB T 7.5 A 5.3 A 5.9 A 9.9 A 19.9 B 34.9 C
SB R 0.4 A 0.4 A 0.3 A 0.4 A 0.3 A 0.3 A
Signalized EB 11.7 B 19.9 B 19.6 B 10.4 B 19.9 B 19.9 B
2 Lanes NB 9.6 A 12.2 B 20.0 B 9.1 A ' 10.3 B 14.7 B '
Southbound SB 6.5 A 4.1 A 5.3 A 8.9 A 8.8 A 11.7 B
Engineering, Inc. 22
South 19th Avenue Design Study Report
Table 6 Summary of Capacity Calculation Results for South 19th Avenue at
Graf Street and Blackwood Road
AM Peak Hour, PM Peak Hour
Existing Existing+
Phases 1-2 2016 2(121 Phases 1-2 2016 2021 .
Alternativ Approacb Delay LOS Delay LOS Delay LOS Delay" LOS Delay LOS l?elay LUS
Graf Street
EB 15.4 C 68.6 F 159.1 F 15.9 C 149.2 F 346.6 F
Unsignalized NB 7.5 A 7.7 A 7.8 A 8.2 A 10.1 B 10.8 B
w/SB RT
Lane SB T - A - A - A - A - A - A
SBR - A - A - A - A - A - A
EB 15.4 C 68.6 F 159.1 F 15.9 C 149.2 F 346.6 F
Unsignalized NB L 7.5 A 7.7 A 7.8 A 8.2 A 10.1 B 10.8 B
w/
NB&SB NB - A - A - A - A - A - A
Turn Lanes SB T - A - A - A A A - A
SBR - A - A - A - A - A - A
Signalized EB 10.0 B 14.7 B 20.0 B 11.0 B 20.0 B 26.6 C '
Basic NB 10.0 A 9.9 A 10.5 B 7.7 A 13.8 B 9.3 A
Geometry
SB 8.1 A 6.0 A 13.3 B 10.0 A 11.0 B 13.5 B
Blackwood Road
EB 23.9 C 36.6 E 46.5 E 98.4 F
Unsignalized NB 7.6 A 7.7 A 9.4 A 10.0 B
w/SB RT
Lane SB T - A - A A - A
SBR - A - A - A - A
EB 23.9 C 36.6 E 46.5 E 98.4 F
Unsignalized NB L 7.6 A 7.7 A 9.4 A 10.0 B
w/
NB&SB NB - A - A - A - A
Turn Lanes SB T - A - A - A - A
SBR - A - A - A - A
Signalized EB 12.4 B 13.8 B 16.6 B 17.2 B
Basic NB 9.7 A 10.0 A 4.5 A 4.6 A
Geometry
SB 6.8 A 6.1 A 9.4 A 13.5 B
Engineering, Inc. 23
South 19th Avenue Design Study Report
RECOMMENDED IMPROVEMENTS
South 19th Avenue & Stucky Road
It is desirable to maintain a minimum signal spacing on South 19th Avenue of at least
one-half mile to one-mile to facilitate improved traffic operations for the 19th Avenue
corridor. Stucky Road is approximately one-quarter mile from the nearest traffic signal at
Kagy Boulevard. At the intersection of South 19th Avenue and Stucky Road, providing a
future signalized intersection with two southbound lanes would be the preferred
alternative. Considering the signal spacing and potential realignment of Stucky Road
west of South 19th Avenue to align with Kagy Boulevard, a signal is not currently
recommended for this intersection.
It is recommended to construct an unsignalized intersection that includes both
northbound and southbound turn lanes. Two southbound lanes may be required within a
design life of fifteen years; however, this is largely dependent on future traffic growth on
South 19th Avenue. It is recommended that any additional widening be evaluated with
future traffic growth and adjacent land development. A single southbound lane would
function within acceptable levels of service in excess of ten years; therefore, it is
recommended that a single southbound lane be included at this time and any additional
widening be based on and adjacent land development. By not including a traffic signal at
the intersection of Stucky Road and South 19th Avenue, a majority of development
traffic will most likely be directed to the intersection of South 19th Avenue and Graf
Street. Figure 8 illustrates the proposed intersection geometry. The following paragraphs
provide a description of anticipated design features of the preferred alternative.
Engineering, Inc. 24
South 19th Avenue Design Study Report
Geometric Design
The configuration shown in Figure 8 will be used as the basis for design. Some
modifications may be considered during the design process to avoid impacts and/or to
improve on minimum design standards. Future extensions to the east will be assumed in
the design. As stated previously, the design speed of South 19th Avenue shall be 60 mph.
A WB-50 vehicle shall be used for design purposes. Travel lane widths shall be a
minimum of 12-feet and shoulder widths shall have a paved width of 4-feet. Cross-slopes
would be designed at 3% according to City of Bozeman standards as well as 6:1 in-slopes
and a"V"ditch section due to right-of-way limitations.
Drainage Design
As stated previously, South 19th Avenue would include a "V" ditch section that would
provide storage and conveyance capabilities for storm water runoff. The ditch and any
associated culverts or other structures shall be designed for a 10-year design storm
recurrence interval.
Utilities
The proposed intersection improvements are not anticipated to require any major utility
relocation. Some minor adjustments may be necessary to existing utilities.
Right-off Way
No right-of-way acquisition is anticipated within the scope of this project. Some
driveway modifications and other minor work may be required to mitigate impacts
related to roadway widening.
Future Traffic Signal Operations &Lighting
The design will incorporate the underground infrastructure necessary for potential future
signalization of the intersection, accommodating full 8-phase operation. Lighting will
also be incorporated that includes the necessary luminaires, conduits, wiring, and power
supply.
Engineering, Inc. 25
1
w
0
0
5 00
--c
a
o � �
3o 15 0 30 0 lY O�IY
1" - 30'
FIGURE 8: SOUTH 19TH AVENUE & STUCKY ROAD
RECOMMENDED INTERSECTION IMPROVEMENTS
FIGURE_8.OWG BOZ 05021.01 02/14/06 TEE
South 19th Avenue Design Study Report
South 19th Avenue & Graf Street
At the intersection of South 19th Avenue and Graf Street, providing a signalized
intersection with northbound and southbound turn lanes would be the preferred
alternative. This selection is based on the capacity calculation results, auxiliary turn lane
guidelines, and a design life of fifteen years. However, since the intersection is not
projected to meet signal warrants without full development of the subdivision only the
underground infrastructure for future signalization should be included with the initial
improvements. Signal warrants should be evaluated at the intersection as development
progresses before installing a traffic signal. Figure 9 illustrates the proposed intersection
geometry. The following paragraphs provide a description of anticipated design features
of the preferred alternative.
Geometric Design
The configuration shown in Figure 9 will be used as the basis for design. Travel lane
widths shall be a minimum of 12-feet and shoulder widths shall have a paved width of 4-
feet. A WB-50 vehicle shall be used for design purposes. Cross-slopes would be designed
at 3% according to City of Bozeman standards as well as 6:1 in-slopes and a "V" ditch
section due to right-of-way limitations.
Drainage Desire
As stated previously, South 19th Avenue would include a "V" ditch section that would
provide storage and conveyance capabilities for storm water runoff. The ditch and any
associated culverts or other structures shall be designed for a 10-year design storm
recurrence interval.
Utilities
The proposed intersection improvements are not anticipated to require any major utility
relocation. Some minor adjustments may be necessary to existing utilities.
Engineering, Inc. 27
i
I
w
0
0
-P
0
0
0
30 15 0 30
1" = 309
FIGURE 9: SOUTH 19TH AVENUE AT
GRAF STREET RECOMMENDED
INTERSECTION IMPROVEMENTS
FIGURE_9.0WG BOZ 05021.01 02/14/06 TEE
South 19th Avenue Design Study Report
Right-of-Way
No right-of-way acquisition is anticipated within the scope of this project. Some
driveway modifications and other minor work may be required to mitigate impacts
related to roadway widening.
Future Traffic Signal Operations &Lighting
The design will incorporate the underground infrastructure necessary for potential future
signalization of the intersection, accommodating full 8-phase operation. Lighting will
also be incorporated that includes the necessary luminaires, conduits, wiring, and power
supply.
South 19th Avenue& Blackwood Road
The intersection of South 19th Avenue and Blackwood Road is recommended to have a
similar configuration as that of South 19th Avenue and Graf Street; however, intersection
improvements should only be completed at the time of development of the final phase of
Meadow Creek Subdivision. The geometric, drainage, utility, right-of-way, future
signalization, and lighting design for this intersection would be similar to that for South
19th Avenue and Graf Street; however, it will not include turn lanes for eastbound or
northbound traffic. The recommended configuration is shown in Figure 10.
Signal Poles
New MDT standard signal poles will be used at each intersection for roadway lighting
prior to signalization of the intersections. Location of the poles will be based on
characteristics at each intersection, including possible future traffic operations. Primary
considerations of pole locations will include roadside safety, the location of existing
utilities, and future road extensions.
Engineering, Inc. 29
i
-f-
O
O
0)
O
1+00 0 00
SECTION LINE
J
O
3e is 0 70 0
1" = 30'
FIGURE 10: SOUTH 19TH AVENUE AT
BLACKWOOD ROAD RECOMMENDED
INTERSECTION IMPROVEMENTS
FIGURE_10.DWG BOZ 05021.01 02/14/06 TEE
South 19th Avenue Design Study Report
Lighting
A minimum of two cobra head luminaire extensions will be added to the signal standards
at locations that do not conflict with overhead power lines. Transition lighting, consisting
of one additional luminaire on the north, south, and west legs of each intersection, will be
included in the design. No lighting currently exists on South 19th Avenue or Stucky
Road.
Conduit and Wiring
All new conduits and pull boxes will be installed for each future signal. Minimum depth
of new conduits is 24-inches. Wiring for lighting will be installed in separate conduits
from future signal conduits.
Pavement Markings and Signing
All pavement markings and signing will conform to the MUTCD. All pavement markings
will be epoxy paint, except for words, symbols, and stop bars that will be thermoplastic.
Signing will be specified as high intensity consistent with current MDT standards.
Existing sign removals will be salvaged to the City of Bozeman and MDT as required.
If the above improvements are implemented as recommended, any impacts resulting from
the development of Meadow Creek Subdivision should be mitigated and traffic should
continue operate safely and efficiently.
Engineering, Inc. 31
Appendix A
Traffic Volume Data
w
N N'N
L O to ; ; W H H m H tH11 h CND O lt[t rm't n b IA M N ObI N 1L 0 W O W cV I Ll ' 1
vl W%0 In In W to to h UI MN NH
1 40,
'
H ,
•• •• •• i rht b1 i W.h-1 m m ri h N W r m o H to H of b I ?,,v ; qr '
rinhmolnHcrtouaon.Im,�ilmnlonmrane�•l� ; ; `� 1 ' Q
m k i N� i Hlnm.ranbinln a '
11 Vtbin hlnMNNe-1 ,
O k m it ' Q I ; m ;
N • a•U UN
O O1 • E1W W
a )b Ln
41 XX
p 0 ' 0 a07i ami b a ; cpn a ; r
3 H a ; 4.) n�
(V H I a In
- O w f
1 k V l
D7 ,
Id w
Q rd X , H IMj W N.b-11 M•bi W
fd I W I N l dP dP O h I \•
rd E'k Iu , : r-Mi mm ow ,
= 11 3 E I , 1 1 H H '
w „ o 1 0 ,
I '1J H # 9 -, (a 1 mMlnh Wh I I
r N tn
N 1 MHH W OmmN NNb NM cop ,nMhC�N 1 W I dl+dp r
' # _ ; $H ; HmOa NInMv'bMMh Omh b O1n
N m W O Vt I
Ntn -0 ID to vto btp Ur M MN Hm ' (l I h h ON ON I j O 1
o .'A , m
O I �H 1 mM NdtMm m vtO I '
b0 N 1 E'I'.I I VtN mtn Om In r.MIWOr V�'n',N Om I O r dP de '
t 1 M(h A'i Rr I I H2Oh vt WAD In to.0 ko u1 h In 1+Mt NN H b , m ; 'n'n Om Oto I
ri
m 1 a0m m'h
mm O H 1
t� oN0, r+ 1 OO t t t
V OHCN
1 ,
CO W ~ I m 1 I
mw°wro ' ku l ku '
N m L7 G I~ b 0 k1 � }, a [� X L 1
c'I0' 'ad)
1
00 rirtH�l I x n : H INmwtn�ormm0`1Cgi Nmvltlrtor co i i H i Q r H H.-1 _ tTl Or W U W 1 ;
H
n n° co, �
N � 1 p MO I ,n
n a oo ' 3 I M M
Im ,
, 1 ,
H IV to
ert H to tD NM
01 to to M H M m r-I N H m l-i m 1n I
a !71 I M ri
H H O 1 A t H H 1.'f I n N N N M N N M M a t t M N N r.,m N r m I r-i I '"',
a a
m y o I 1 I W I 1J 1J I .,.) ;
F O 1 p , o
I
•• •• •• I ry'1 Ol f ,r,rN-(m Vr Oro N m O m N / W 1 :1 0 1 b '
m k hNNmfor Mmmin t N , A W , o ,
HMMNNNMNNrtM W M NNr1 u Q ' I v' 13. r k
O fd m.0 m �•
N '� a'SO U N � ; 1 ,
o b
~ , a Ln41
�F, k N N•n N i vl r-,
� � W 33roy�
IV
A U �-
S, A 1J ,
Sat r�-1 N KI I l)h I , i �""
� w V p
p
N ri 1
Gio
a a ® rn
((}
6 j v I ' 1 v J
1 , I
t
W twd 0 H " In ; '
, 1
AH O
1 " L
1 N W I N H
O '
i h * I .�H I �'NOb I U v / LnHMMN 1 H 1 m!n ON t
1
D w I I I H I M f'1 r M
1
N
(nMI1O`r IHNHInMmtod WNMWoep0co()% r H id�,y
N L". , H ; H V' N M N N N M N N N M m m m M m 0 M M 00 llr O O I
HN 1 Ot I M om 1
MH , ; I W I NN mM h i
N In In O 0
I t ! 0 A
bm wm mmrl tpm Mh M I m t dP eW OH 1
NN NMM W M(NNri mM
D OM AH CV ; ' I M ; kO Ln
b
\ .• F-t I H I
1 1
o Ntn Nww q I ku 1 Xule V
, ; rd rd
Id t om y� NHNMWtn�ormmo.�n' � � � 3A 4) 0)i �
off �11H l ; x� ri HH vMwrnlormmoH l [� I i7rbr p'U wo r
D
S
D
C14 'a
L O N co In G CD
-14 Cl!rr O
6 r
:a 2 0o CD o
1� U C m 1-
b0 2 U Mao o � a
Nor--r0000M00000 LO F" To D
C F. a. N Cl) O O M A N Co m'M O
[D N V r E
Cl)
e} N N U
C
M
Q N M
j co
_ m
co
E G J O
�I ,2)
m O C) C'!` O E U U
C7� C prN N � d•O ONOOOr O m0 NCo MO OCD h-- a) 0 j
Y J C r r 2)E ca
U E co o
� J
c O
O
G Z C CA
} Q J r
Z N V n M •V'
•@
U� °�(a ® m f�
a�
CL r O o � p .� �N CD1- p
�/♦ to X C9cli O>
a C C U) ~ m U Y� f Q
O O U N U U C �-•• U �!
uj
O U C C
C) o .0 o h t� I-2 ai 5 `0 m a o o .
_.i N h m m �. Y E CA Q U N p M Q) O
f' n E 2' m a m ri ri cv "�m k
� '; a0 "' 6
N
N
O
i
CD CO
M m o rn
NMI 1°- m w a
CD CQ,
CO
w m o 0 0 0 0
E i7 1� O o
Z U Z o 0 0 0 0
0
u
m d
C u
it
N V u
Q m r N o 0 0 0 0
Q.C Cfl C U c
ryC 0 2 ci o 0 0 0 0 0
0
E--df M "
y„ m.N- ry
0U=4 V o
C co -tt m o 0 0
Q~ C o q
•C o
to
M M ^ o 0 0 0 0
y v 0 o
O U m m o .' c
cc
•m Q N Q y m m Rl o N N
N O
0 m m e O N O N N
T tV N
�_=n V ttff
(fl 0
•1•+ Z
• C fl.T- m c :- a �
�u cn cn
CO
(n
Cl)
(14
(S) m
C%4
CD C) cv)
CU 0
z
LL u) a.
.2
C)
0 C)
r U-5
cs
4-
0 0--
A
E m >— .O 0
N0<
r L
cu
a) c
N'C
CN
O ca
U) M
-2 <
E
ci)
12
JJ W o
Cl) CY)
CN C-4 j2
Cl) CV)
C,4
CO
E -51 '
z
(D 005 p a
C) Z
mtu� (D
ci
L CO cu
L C13 iL
r_
.0
> �'m c> 0 Q
C'j
0 Ol E5
r LO :3
01-- 0
a C/I
cm
C'i
0 0 ——
S= M >
to
M
CL 0)
a- ca C;
— E
N go
0 ig
Ca
g g
CL is j(no ---
vM �
2 Cli :5 cl�
O,cif
77
C4
44
LU
0�5
Lu
44
TV10jjo a2vimmacl
zo 1:11
88
C. n.
m 1i m V' n •'9 O� Kk N .-' a. N m �0 .- T'r N O N C �: c�1 O'r Im IO
G'
^
.- N .. V'. \: M M •C C M en Y, u'1 u> rn K1 N .y- n
k Mj
1 � 1
IR
cp
N
1 � I
1 0
N
O
ti n I I I I
Nry v O
z ti y k h H1 N tV `� v O N c Kt N v n .m-i N N O
M
° O
7 3 0
°
° e O
° Q C r0r i O
` N C v cn o
m + 2
lei
H c o
�.. �
w
O o
L
ho
G\ O N G v Q U ap
x n u
c ^
I N -Ny v N N
I
� I I
I I
14 Nt � N � N .L1- � M M O' M N N � vmt K1 � I i I I � � I I CR
O
CR
o
o
j o
i � M
u ! I f o
o 0 0 0 0 0 0 0 0 0 0
0
juioj j0 anE;IIaarad
u c
a u ❑ ']
� \ ZCa oc00000c000 c��i'- oocoococor<.,
,L u O H fV'ol Q ui v' iM1� m L; O N e%i •Y �!1 v^ ti m dt
'C'7f U <
li C 1-4 C M C4 d
O
Z ,
mmax, 8
>
44�
�f ci
IVIOIJO 32cluaDnd
v u
'2 2
g4
Utp
ci 64
15 Cq
° n
E o am a o $
E
F u1 $ o00o c c $o
c ^ c o o c
In51
Out r �
o
O h c 3 o 0 0 0 0 $0 0 0 0 0 o a Z
C
c �ra�nn a o OR �v
Zo F P
zS oa a000 0 0 $ �„Fjo F, ° y m
O E.�niSN y Fo a cam 0 Lf[ 0 bl
o 0
z 3krEaF000 oo 0 0 0 $ 7np ni
<Z
m c
Peoli ltpmg
yp h o w r o m n $ >
S.
W °u E r •�•. W C.0.G `� ` � y O
^F
`o —n
6 0 00 00 c $ a
Qom,• ��g o000 o c o$
O
S o ^ o
o $o .
6 S E In
o opt
0
v F` � T RT TH LT Ped I eeggg o
U e S •y.oac oc
=ac
A✓ � n c z aco .Z of 6 � ate+
Oa.t _ o � •� c. < Bpi .c �i
AL
o
0Fld $ �[ a' w a o
e p v =xo0000 0 0 $ lu 5 S
H .�•5 g o � �' E r m m� Ate
G t
Fr v c�0.w a� M
CJ O F'd Z'I HL S]I
19
z t J7 E o 9 0 0 0 o a mp uI FI
<Z G
u. In
'o" CE:Z "' P' o<�u<i$ F $ cam• ' ,".� < < 5
n $
I
Appendix B
Traffic Speed Data
- r
y N N M M N b N In tp tp p
L tQ t,j ri f; cU O N -0 0I O
to
a) ,Lr."•W'
� t0
FF: -
___-..___--------0O - It
to tt1 O ^ m H M p r. M co ' i
N d E
} J N R0
Q 0 = � M w tf M O N h N M j ----.____ti_ _
r
Z G r N cp. N r0> b „O N N N L to r O $
J____L____l_ .�
6 D N WSJ a O
c w .ti E E o '
¢' = w
0 m
W ,�y.; ON MO 7 to co O) h _
i
p ___-___-r____�__ R
to Z � ';�: M rn !� N N t0 tp
R--------------
i
C O W J"r N O tff O to O to O to 0 tD 11 '____'____i____�___
W O is O_ Q. N M M Q er to to to to n K p '
W 9 o tom`-7. rn J g g C
n' tO O h O h O h p to p to U 0 Z 11 S3931H3A 3030V1N33N3d
N M M t e} 10 tt) tp t0
Z :r-:r� W W
O = w U w
> a 0 w
u, w a
rL W tii Z IL y
VJ N D N 1, 5N tti tOj a). 7 h ttb9 b n 0 W t~ Q
I I
�6oz i -n _
. . I
0 6oz l -n
Soz -n Q : ;
��// I
oz - .- ----
1
o
._ --------- N
i
------,:.::: : anuan :
--;--1 : : q-I 6 l °S
-- tV
--- ---_- ' : ICoo
... 1-------- .............'.; -------
1
o =
...... }
: . .
: -------- : I
..............................; :
..: I .. ....................... ..................... I
.............. . .. .
I
,.
-------
a
E
' N m 4Y h N N'O h a F 0
� ~Z N b T m of C)O �
OY T= --- ---- --- ---- ----
U O W e O O 17 b Lo O F to h In ------_-- _
___1____�_____
i
m W#a L OF
m anti:., O• _______ ____ .�
Q ti 0 �ik� F 01 N j .q
' N O L W n N N M p.I N I0 100 CL M CL 0
LW ____'____J_________'___
... , 01 b O t0 N
tb Y N C
q
❑ tSl p W n 0 M FQ• 4 b 0 tb- h b cn
F Q1
i
❑ 3t � WS� b O M O b O N O.N O h 11
N Q 11
Q.cl) M a a Q to Q L n tn U p W p - S3131H3A 3030V1N33b3d
OZ W W Wa. -
I— O O o O O O O O r IL W
♦a♦/� W �� ¢ 2 O. W
'' N N 0 to <
E
j e e e eee e e e e e
O tV ^ Ct mq O 1n
r.
L '5: F co
m CY
O b
O O NO O N ai N h 6 tDCY
r
to
_ w w
Q G O ..ZzAt O � b b b Ib�, b y l.N. N In V --;----;----;-- - $'W'
z L F N rnIn
O N O N M M
Q Uto
N E E
q O tD
t W w r, uo a r� o to
❑ fn .. W W = O N b n b Ox °p to N CO N �
- C P-j4:.. N b N a m N
N ____ ____
m L q!
o '
i
❑ in O LO O H O to O to O t0 If ____i____�____�___
w Oc O- c'J N M M Q a h b b b A n II i i ;___
uj
If
Lo O to O N O h O h U p Z If S3101H3A d0 30V1N33b3d
U) Z N M M a a 41 b b b = W W cl
W
U
«.0. S 2 2 .0., N W N
CL W Z 6.
VJ to O p K. N N n n Q a 'n vbi b cbo O W N q
I m d
`f a
E
h Q m Uy m of w m N O
W. N of 7 Ci 0.i 7 ONl omi m O L_
�2HE
CD i].: .
O o o n m a m
CL
N 7 0> O w n 2
____ ____
Q o O "$W m �o Cf N ^ M M of N M M U ____;___ 1 `i___
Z R o� V' h 1 O O O C It) 0. O o
o ❑ to
g
r- C4 CD
vN+ ry N N b ^ m .O LO H -- ----- ----r----r_- Sy
V)
Cm w 4
O W J N N m �, 7 b Inm m Oh ^ ii ____�____�____.____ti__- h
W t
CL N J it - 99101HRA JO 30;IN30H3d
h 0 1() O �O O N O h O tc> U ❑
W W W
O > W U OW.
O F- u i. 0 0 0 o g 0 0 0 0 o J y U.1
tii C� Q Z W
f!) N p 0 <;2'�� cr N M M v v in vmi 'o e O nQO.
E
2 2 � ti 7 M mm O
O
o G
w
tm
�__________ °
= n
Of � .1
Y W9 X 9 X x -
U k1 v w LO CO
1.- M ? N M 4f N m -0 w i
i
�..• „t„ 4 W O O O C v� cti y P: pj uj � __ __r_ i_____r__________ o
O WO.': N M w = O
(A V-' O. 1... i D
N E W - - -- "0 m
-m LO v� o °� rn ❑ ____i_____r__ __
e�
N in �o of N U r , r-
G L = w N M 4) w M N 7 w M o!Q .0 CD L ❑ i r ,N E E p :w
0.
Q�, 4) C—'J I N
s --Z rn rn m ---------- ----- --- ------
Of W ra N W b , ' 1
O N�� w i�
F W Z F 3 -
m c ❑ W
m o h O In O In lb LO
4� II
W O �p 'O, Q_ N M M 7 'p h tq W fn h h it '
m � -----------
LOU
d. in h o I0 o w) o LO o to o n U 2 o g g
N Z N M M 7 N! h 41) h n W W ❑ e
p e W W U S3101H3A d0 39V1N33N3d
F' ` , .,0, O O O 7 � W a
Cn
a w W F z a Z r W
F Q ,Q': N N C.) M a t{ Y1 vmi tD b n p W h Q
N 25 ❑ K I- 2� m G.
� L
E m Y1 O of W O
N o� cn N 6 b
of � o N O
v coN V :c of of O
.�k�>(�:' w N t7 In b Ot m O O LO
Clam; " to
__ _L_
0 Y °.
U k , N b tO0 b b W O b N
y=,.,'' w
y- , ziW, w N N O ___�___-t____r____�
CO
CA czo
L w; E s
b 7 n tti e7 O b to 4n 0 7
O 01 b N n �] W b O h 10 of l0 U '
b ti N N N N N to L O C '____�
U O
Q > c N E E "N
> 'r �; N H
.. L v a N o M ^ "' to CO
vJ N i
O iV W'
Nn Nt � o In O t.w O In
N �1
o N mcif R C to 4) b b h 11 ••
W m c > Cl0 'f wLu
= s
n. fp qri In O h O Y� O �O O �n O in O- Z
11 S3131H3A 4030tl1N33H3d
Z t^ N c� 17 ♦} tt to to b b 1. n = w W W
O W W w
cl;
�0�/"� W It-
W Z� fa- 6 = Ill
dl � 0 -,�: N N t7 � d. 'Q h M b b h 0 w O.
j
E
\ � °\' \ \ \ °°\' o \ DX*
> O N �n N In m m b O w 0
o) O W N W b w b h O O
�� •r O r r Cj b ai e} f: R Oi O �
`cn i
Y ---'----J----`-------• e
O W
O N w M a N m
mIn 7 M b b h b b N Oi
v ..
O C C tlj h t•j cc '7 O ' _
O U'; w N O w
O � r e
fn rn uj 1w. L m
a ----
F-
.<LL "
----'
et z
C o ,rLtuj p b N
Z O w 7 w w M a v p o O o
Q > U .: E E 2
__-_____!_
w a} l0
cn N Or w b N o M 0 lh ti to i i
W
m
4) O 4, 11
O W J. N t7 M 7 7 IO In to b h P.
o
.. tp Q: it w i
W o
O ? W Il H-
Ln O to O In O b O In O h U Q Z 11 S3131H3A d030tl1N332l3d
(n Z N M 'P 'f Lo o b b I, t. = W W W
w w w
F- a
O UIL
F ;Z ¢ z Lj
a. uj = w
w
N O O _'•:�, N N 7 R h h tp b h O w ~ U I. w O
CA M M b cli
O !!{{ tp N b W O
L 4'j rC O I+'! 7 V CO Oni m m O Lo
a. ..
LO
it MID:-
E � �+ N N
'.an111
------
---------- -- -
like
r ,
r
N o E+ b O v vi e n r
o o -
r � �' �'• !• N ro
55 r W O - s
z° x�+ c a
d• Ld OOc
_-_-_- Li_-_-_-_-
fi-t N O 1W >
Z N Q N o
10
: N 10 G. LO; m E EO 'r
_ju�qco
Q F m .�
L W w Q': b M b P �.. W b to t0
U. M h N M p, � � 1n r• N N f000
0 # 0 to C. 4 O to O
W F4 N M M Q Q b b b b
Il
m W J 8
Lij
Q. co to O b 0 'n O b Q Lo O h U p z II S3101HBA 3030V1N30N3d
(n Z N M M Q Q b V3 b b h 1. = W W W
t". O :. W W U Ill
o 0 0 0 0 0 0 0 0 0 0 > a- It a
tii y a V)
w W QQ ¢ zz s w
U) cn O O y rR N N M b! Q u1 h N b0 t� 0 U
a
th m w b N M h N n v O
N M O Q w h Iw O� O Q O
Q:••. R 1() ti W Oi �d t•; vi of O
y� �a e•. N N Q h of o� o� of O O
�. IIn
0 YLL o e e e e \ o\'
t --------------
-N
>`o Nb 1f1er Yy t0 W 10 '
UQ M Q O M !t1
y N N F �G ti 0 0
CD ° w
O CL ~
z E w
Q L = LL p M OOi o bC O Q b W N U
Z O v U !L m M M M M fqj C uy t 0
is N d o - -i----`----:w
....................
o E E w
�" .p r ________� rn
�r
L W _N
y , ,
• 1
r o `, eUwl ^- 7 N N .0 �O„ � N Q `� N im
to U) F- CO
:� M -'--
NN ___ ____ -__
O ` 0
W 10 10
O
W _ W J s o fi C
O Uq O b O u� v� U_ p z S3101H3A JO 30V1N30H3d
Z N M C.) Q Q I. U, b b R n W W p
O = WLLJ U W
IL uj w a.
Z a w
a
_z s
'"
�•• b b I4- ¢ w
U) y p p N N M M Q Qb N h tip Ibp O U
a
I- m
Appendix C
Capacity Calculations —
Existing Conditions
r
N
O O O O o
�O m�000 I ooa � d18! Oo >"
a a N. v ko v a
m N 0 C a J " c; N N U N U
d p 0 w
��•y N oo co CO o � 0000N2o o - o
IT. U) W
rn
r
}
O N CD 0 V J O O c, O O ° J LO p h p O
w
i) a m s
J O o o>- L?o c �+
o m ym a
iL
f•- ,�d, L'w—>` .c a r1�o 0 o i o o rn rr p o 0 o p o
m c r
Z O c� aZU) o
_ � n 'w
U 5
CL a a
O j c
N LN~4)O h y 1 �m F- O O 0 0 0 O
} C w Z O O m o
CS o z
cCD
Z m
`O m
Q)p .. o 0
Or Cc�1 cS N rJet07 0 O v Tj p00 0 O O
f•WOa N C1 O O
o O j Z v o 0 0 Q l i
a
O Y C c
CO m 0 m LL.�. N LL
.0 OLL
C 1p Q1 d. = L d. U-
C O •• C
d L.
E d
, c c c UL d p° .co J.°co- •F[•"Hm4 goo.>eU O (n
c O
N mcu
d
2 2j> c ° vcr
E Q
O m e C ao CD O 0
CL ( R dYy oL Cn mo E
p
d JU 0 1 JQ'i
C"
10,
I
a
47
O N o
�O cow o ovo I ooQ N2 of M o o >
-Ic
\ a
N eN- m m tb
Eo a J '° v o o � v m
mo c a
m =O w
Q Lot" O co co O O
O N p
vl U W s (n w
t
O N p O
�tJp00 O O O J vOv O O
j
N c amirS1 a a m a
J O o o Y• 0'c w
o m J d a
a d O s'
a: wcm ' ra rlcLopo I oo op p o p
Z fA- O Z
a a
D
O a a u
F- Cocn 3 c
o 0
} mNF-�o� 1 t Nm F- pop p o 2 0 o m 8
o U Z 1 1 O
m C
O 1pp g p y e-J cola. N 11 J r J p O p p p p
F,I,y p Q O 0 0 : Z '- J N N o o ^ Q 1 I
C O Y C C
•6 a m 0 y = LLLL ONi = d'
Oc my ax0 aLL
E U
O C E
C E d u d p O m lr > N o c m K d m N d
y61 is tCC911 N(O Urn m,vN_1 V d yVd U N d d xc FC- cf0 C N O 2 f� o rn Gi•mm. p c O
UE c d
OUodd_ o
E > O
V°O
° > ` crE oo a o d d i
oCILd C > c ; AC> 0dm0O = > d
c C1 o 1. >
�� o °o cawme » �r < 0
a >
Appendix D
am"MmOlICS2000 Capacity Calculations
Background + Site Traffic
Intersection
South 19th Avenue & Stucky Road
r—
N
O O 0
QN 0!rpQ O I O O N h00) 0N O O >w
U y C
m m r t(00 h 0 0 O
m rmv a c m J w N 0 c7 M
> O+ = W
tm C C t0~�o 001 I O a.T-. F o0i
O•� O C) O N Z O O
>�h =o R 0 7 Ci
UnUW t � w
s
o N rn
QC m CO V J p o0i 0 0 O O J V a, N O
O O w p w
- N N tll m 'O Z
•17 O L .O r o
O t
J 0.
.0 o
O c UaN �UnCL -
«: 1-6
r� M K prnO I 00 O prnpp o p d
ZoZin o o r w
0 >
0 v
o c
m
x .a N O O mO O
co
O O 's °a m rN u d
u
Wm� m t E rn
�
Ec'o,oao o y �JOoN pl- r J o0000 0 0 waw
1°WoQ�� 9 o > Z
O o Q W
2
C O x c c
C f0 !L W LL N l4
E $ _� (D m a= = xa=t �
m o c E m m c c
C E E (A O O d ii > m Cc a
N c c m > N c m = U o
ooj_ m o ''' � Samna Sin LL3amEo m oCD oo ° Oy u
U t ❑ m, m c 0 2 c o c o n c o = m m ❑ J n
Tmu m a m oLL F- c E m oLLx U n = m t c c n ❑ c t °� >
d w u d m t� E m x c c M1.15 m to E m S c c ¢ m m C7 m o U U CG
y mw°1m o a�i ° > �m Z, u1U c N o > >'� - m m U dw o m m n o o H
crnmc m G) 2o amo mmt- mo ° O aamom m m8I- mo ma0 m >E o ,� 00 as [aoS
C7 ❑ aw_ �2 axa � � JUx �� axa n cn JU ❑ J > U > rn U J x
N
ti
Q N t0 ww O T i 0 0 N �' 0 ci tp t0 O OTn
>
U� y =
f7 m N Cb O T
m N 4 G O C) O e� N U N U
> O+ m =O w
.COC LOFO^0 �7 1 O a�
U) w p w !L O J O
�Ut'tj w
co
m
r
ti O N00
Q = m CO p V J O 0 0 O O J O N O
O p O v
mC o m r o =
` m `U > O
E o ° .o °� m
J ,0 aco
� j
Z •�' C ¢ O m p r O I 0 0 LL' O O O 0 0 ,a3"
0
o
O iq = o Z i� r
U
a
O
c
C. CN~cn r0 hV 1 w co F- OOO O C) Z O O m
U z° 3 I I o
xam c Z u°
E Un
EOAn O O y -lN� N O O J r J_j.0 O O
I°W No¢co" = o o m Z 'n ry o 0 o I i
0 m 'O > ..I N O ci 41 Q
O O O Q J
ct:Z
C O x C c
O m LL X
0 m w 0.' N
•m 'O U' N LL u S U-
M V i
E o = ax ax
o .. c E m - v - c c
w ma' y m o > v m .3 T > a m o b
m U m m = U m m J Q T
C 6 E uoUUc j m u 3 mtix m@ o N o o m m 0 0 0
U'CNp wo y c 02F c .m E `c o = U a m .c c c L � o ❑ J >"
m N 2'd m u m ci y E m 2 LL c c m m in 0 m= LL c c < m m � CJ u m o > ❑ cc cL
C 2 c m m E ? m m c y rn m E E — m m g rn s m m E U o m m y
d m m m O N Y = > > m O 'O U m C y O > >'Y ` W 12 U m �- A m m n O O
U, C O)O C a m = 61 m o a m o m m !- m o C o a 0 o m m m 2 t- o m on. 'o E o ' C U 0. a �oyn
> �� axa � Ur � U � �g axa a LL Un if ❑ J U 1 rn U n n rZ
N
O
O� O lr (Op O �Op I 0 0 � N LY N OOi N N O O �
\ o
a
cr
m o
¢m o
Q. Nct
Z O O
° m OO O ul O J O
O
U N ¢ U W
r
O`
r
` o N O m
G U N O
Q C O N O N v
N O L p C
U O oa
(n C EL o a
co t° <
00 rn LY ono 0 0 0
m c m o 0
Z C c o _
O i7i �� ozU
a a
m r N H N rn Q I .J°O oO O pOj 0 0 o Z o o $
Qd r T O a' CI to V I I p
O C,
W a/O N U
E rn o a O =O h OOj O N O J J 0 0 0 0 O O
^ ^ m co
N J
J
a
ID
C O Y C m
O m � C l9 LL LL a: N _
.� h N 2 LL u S LL u
E ° G is Gl (L a 2 t G
`m o m E
2-aUm-)>m > m oUa! 2a m U♦Cm- Co NC
Om LQ >C JmoC
E U LE Lm Nj
C
Lmcaai UOE O
m d T
u >Cm m O 20 w ° LL °to \ oo w pU> Cja) m o o o 0
¢ ] aw IL x lr JC) ]rn tfac1i
N
O co O N W N
LY ur ^ a] 47 O O
O O N O
Y�� C
U\ O N O O O
n
O c W
L m O O N Z O O
N O N u1 O J O
O LL
-G �
rn
t
1' In =O N C7 CA
0
Q G co O 'P J O ^ 0 0 O O J T \ N O
m
o
l0 O L
J w o o r E o o j aui a
:=O : mc,rcocn C`mL
CO
o I oo rn � o � oo 0 0 a
0
Z � �r -
U 'S a
a b -
F- > > >
0
N m LNI- � � � I ,- am F- o � o 0 o Z o o g
Q � r o 0 0 d v I I p
?� o e 3 z 3 L
c) m U n
C V'
E;Q a O ZO J O Pj O O !� J O � 0 0 O 0 V
o¢`N� � �o O d Z J rn o `o ¢ I I
Lo �a I: p v
N 2 v
C O rn 10
O m C l9 LL R' m LL LY m
•� O C Cl) a] N a 2 .c a
N O .. N CIL O N -
10
u0. m m._ O m K Cy imon UoTpa°rni'LLCpo mE�o Uiwn °m UNm Nv mEo ar tmjp 3o t�a19i H`Tao� mLUmCr= c 4rnic U
0 u s
uv
o
>oLL >>
F- E mau
° >>0 u u p mca
ar m o w m o dm p m v t > >o o �d °
C 00- w C 0- LL 2 l 0- L LYU
J > U > O U J Q
b N
aC� co��oN I oo � N � Mo� N Oo >
ca
N N C N r J 10 M N g h q
O O c m N
c a o
�"'~000 I o a: t- prnoo N 2 0 oa
0 W Gi -•.� O
V N
of
O N
0
Q C ��O v J p oa p p O O J to n b
0) ib N O
O E O a N Ci N O
m Q
E CO >
J O a c} E L o .o °°
k. - N r O N J N c
C Lo;o'N °- b m
•m.+_w c_N C� c�7-0o O I O O CD pobiOO p 0 a
Z y c C oZ� p
a z
O -
} rN~�� � I •- �m F- OobiOO O Z O O
0 3 Z `'�°/ O co c I t o
a`
p ocn tea° N
'y CbY m C e
W m�am S` d 0 u
G o ELp o f r J h b w 2
h W O g O Z O J 2 '- -� ^ a o o N l I
C C o
LL
E CL -' L
w w o' o c 3 cu > a m o ai j o CC>c,O°)Q°mE-.Cv1�' LJvJ C0 •=d R�O??�jO ON `aNa N Ia- � C � U-om
CO
ONN NN mc0 1 d�0 o
O J
ID m
wo >
=E=>> rn>jm• d dLcmTi L0
LL
.mU v d n E
N m N=Y N
m N m'a w p2 E
N OsN
N G N • °
° o ? C s° a O m co n
axO J x n cmi
N v
Q b S N O N I 0 0 N K CO b O p p 'h
O >
U z C
b b
N O d r b q b
° N O C m
QR1 O CO W
r N > 0 N O M 1 O `_ F- b O O O N Z O O � O
y(jN ,ticul W
} O N
QC ��Ci a'JO�O 0 O O J N� Q N O)
c'2' O m � • O a ^o •. b
/C O L C
N E U S o a
•. ccN E-L� a a m
J w 30> t 0'c j y
�°a N c
'O>. f7 a' O W
C G O OOO I 00 m KOO~ O C) O p d
°Z
U
CL a
0 (7 O ? >
O
o NF-^ FO� 00 b Z 0 O 7
O m $
o o ZS va I 1 O
W G 10 N C 0
b
cQQrngo^ o ,� .-J�nrov b N
V. O O J f_ J p^ Q Q p O
ti W b Q 0 0G O d m
N q Z � J Z
C O Y C V
O cl u 2 C6 U. m m
R v y S LL v LL w
E s m m a2 = a= L
.. •m` o •• c
OCdC Amc UjwrndU aPo'mocN mcto ad.vo_wmmmN Ud s?�ANu�a mLL � S T Cs Ce
,o NaD > O
= N O N N50
tj L
cu
N Qm ENd o> m
.o N3
o
OU
o8>
C O
Na E m ro m N mL N
mUO
c > ° > c o o c a Q
o> m > uvN ° m Q Q> >
= >a o _ a
Intersection
South 19th Avenue & Graf Street
(V c
m h co m O o0) C'+ I 0 0 � N 0' O C
`7 Q N of O) F, O� O �- O O >
-ITM
g o
ci
y\y a
G C
N p h. 1---
TM2
O O
N N� G a �
O+ w
Q C] Of 70
O <p
.1G.O GN i+hj O cvgj 1 O F- p O O O N O O
cn�w fi
o cv w m
vJprnoo 0 oJorn� o
0
g •- oEi " ° o a
CO
J rO o.m O a
p 0 0 e
o 0
Z c c o 'c
O �� ozm r -
U
0. a
O c
fn m tNh 01am f- orn o 0
Q U o r p m o 0 2 0 o m 8
o
C = aroi C v
a
FOR t u
OC a o N rJ,nO O .•- O n J 0,0 c, Q O O
i-•Wo4o •c 116
a'
t V o > z
C O C c
O w y
E 0 m a, ax = a = t
o •• c E m m c c
OdNEr 3 " J (nm d aU
m
a OC m pJ
co a _ m u uE dT 2 d1° E g nLL c
cl Q>m Lomo o a O w- Oo o o a acm O OU J > Udmc rn m
to
Q(u yN'C
+ 04 Cl) 1 O O � N � O-0 (o O O >
c') O
a
N G m G
cp y =O (v] h h Q7
r e~�-. p � O p U co U
a
>O+ c w
QN of ��F-�roh eD
O ap
co p l o opt ohoo cm
O
con w
t
N
Q C CO O V J p 0 0 p O J 00
F O
•� > N L U a Z
_ C &
cn >
E c c a9 Er o a a co
J w o o S- 0 • j m
cu
C a co co co
m p h o ( Q C, m p p p p 0 2
z to 0 0 .2 O O n
0 - 2
a a
O o E
O 0
�co
N~NpM 1 �• N m ~ 0o0O ClZ O O m g
z 1 1
a` o
G
m� clu m 2 u
wmo\t.; , E
O C a g o N r J y� h (p �„ p J r J 0 co 0 0 O O
h W O¢ m O Co
> Z O ^ ¢ I I
NQ)Z J
C 0-
OC c
_ Cc C fV w m LL y
•NE -c =yd y dc E C'.- = . -L'L=s "
Qi>aa > oN c NO > �E c LLVacS'i aaci a o�.N
1- u aw m cc y rnc O2—
y
t cp
pmo 9 g �m > cvm
tOd ti
o y c
oi 'Io >F- U0) zz Sc m m
o 0 P a E
m
C o : O. n ao v O aIc m N U a > mU g
Q P.
N
O C
C7 '° r m N W ti h LLE m o v a
U N LJ
O
Q co
,n O r b
Oct:
b ) 0
to U N ¢ u) W
t
rn
L
O N
Q C E O Q J O O (z) (z)
O
O aEi al b t
N C j 'ca o M
U) E u) a W -
J
O o oY o v
w L O N
O C U U N o� (/J L 6
u01i� T .0 "�� o � o I oo � � o � oo 0 0
O _� °zE
U S
a a
-
0
rn 'D I � aW r prnp p p z o o
m y I I p
n c 3 z
F w �� ��
Ern�ao o rJo� o � pl- i- J omoo 0 o
I-O W o m I I
i-
O
_z p
N 'O
ca c c N LL o LL K w
LLa.
u S LL L
C E °i o 0 O N U '� C C7.
N LL C N N C 7 W T (n
o `o p U: 3 m n� g y m 3 w 10 °oa w � w_ °' r w � ❑ O
U ❑ - d C ° S F C N E _° °
u) > S Cc) �4ma oO L[aUa U
° ❑o Lma Lnmu O QC > ° o
Jo. a
ahN C ° f0 •° O O
JU in > J U UQT❑ LL W_ > (ifJUS : = a a LL &5
o
N
U h W W
tO a' L.,
�� C
G p T 7 pbj b
O E N N co o v LL p W
U N O 0
W
�o �� I- oo o N
�D
W
z
L
Q G p V J O O O O O J O n p
N T v
O .O
in N
R ` u L S o N
v)
c = m E =o c w
...1 w.3 0>- t o•� v z
O C U U.N LL a
po C oO 00
Z
- y
U � s
a
N N L N F v oWi I r W F O 0 0 0 2 0 O
h O p
j u z
F m o
W m\a rn
E OO O =O N r J � 0 O I- J O ^ 0 0 O O
ti W O Q N I? O -J O E Z r h tp � 0 0 I I
C a >
O y O Q J
o m N C fO LL = N LL of O
O = LL
_
•� O C U N a = L a = L C C
d O E O a; O j o L d O L
VO- O U f0 T N C U T N ° N J C N co
C E E.0 U C LL U N C
6 0 - _ > m 3 m a a� 4 in m�. 3 v `� a v 0 d m m `-0 ❑ J
U'C H ° c o = F c E c a � m L = c n o
am N d u N v m ° ... m - m h w o ° .. Q ° ° = O U m o v m
m °a E = T = C-p L m rn v E = a = = v D L y rn 10 E L) _ > o m m a
� m w v m o m en s > >m u v U `c in C_ > o m ° ° v `v U = 10 a > a E $ $
C 0719 C (0 d 1a O p N O N v F �p O ° O O O d y N O F �p O Cl a ° �p U O a s y
O Q❑ a W C LL S Q. W J U= a 2 LL LL LL fn 2' J U ❑ J > U > rn U J Q
r
O N c
0Q:
�\ a
co
C� o tt ro o rn °' v v
\ N a 9 r 01 0) p h O 0 ly
C to
¢m N O j W N N
t"• C L O �O
N 7 p p cb I O 0•^- ~ O o O O N Gam'" O O c O
(oUN =
(n W
O
} N
aC m O
0 N o rn p rn O
R O L O C
m S 7
ccai EL o a m
w s 0.-'N m,v,°
Z °: =c C. o om I oo C� KpOpp p 0
O � ca p Z m
y n
U �
a. a' r
O a
Yro o o0)
F'D vv oo�p oo j
02 0 o m 8
U)
or a
mroorog ar Z u°
WroC' m
p p p O
Z
.� O]�O N _� N LL y
E ° c m d ° = c
o c
`O aa' d v E o m> oP!
to /a > L m o
c oEE > ma: > m N o cam > y o v cCD
o F= w o LL 3 ami a in 3 m a N g 7 v O
LR. ?.W N a) U a1 N o lL = F'• C m E C 7 0 S CJ Q C m 7 L C C L N L] J vOj
a) N u a m c m N E ro x c c m 7 m m ° you ¢ w c (7 >"
t� aio axa � KJU �m �go> a '
a to ,
x
a7 Q O i 0 0 N
uEi
>
a N p `p N (` N LL
O 0 o C m
¢0] 7 W
a a n� omm o ao rnO } 7 NON I O Nr I' 0000 N Z O O �
O
(oUeov r
(� W
rn
rcoco O O
N
QC CO V J p 0 0 O O J O ^
•L y •• o ^O N O " O
S� a a
Z
R `O L U C V
co E m wa S 0
J 'o00} E= o c w m
O Cuc� coax
cc > m
co of cl
O U5cA,c c 65
o =
O o n
U
d a r
7 j -
ONF--tO^N O O p
>- (0c � I Nwl- pQoo p 2 0 o m 8
Z
crn4p^ m (n
J u�o m . p00
� n J p o 0 Q 0 o m o p
o c o a > Z
@ z Q J
c p h = a
Q m C R LL N N ry
,O O x R' N I.L d' W
E 4cOm aNi a = au. L
L x c
w m a ° `' > � o ai> o L m o
c EE'v_ O O m � >> n cc m� m m m m c >
ro(n c m u m y m tL a o N c 7 m m co
0 0 m 0 7 3 v Q y °in ` 3 ami �° d m rn m o O
d aci o �yxFTc m E w p 2 n E 'c o Z.
,� m y D J
E v x c c m 7 m iq w LL ¢ y a c=i d o Q m p L L
C acro- maa o` ro EYi` w m L w F E Ex �, m v a rns a m m E U �'- 7 m m
a) a; '_ > 7 m U c c y c > _7 m m U w 4- o v s ar o 0 0
o a@i a o c Q E c 0 $. Q $
c rn� c (m c d °d 2 a ,�U O g Z o a 2 aro 0 t� co K J U O Q � � � U .2 U o O Q Q v
- ()
Intersection
South 19th Avenue & Blackwood Road
N
g �
m
m E
\ lbC a t; J ^ O e� (h M W
O
m O W
bp �
(nU04 = m w
rn
r
o by w rn
ofJ pal00 O O J Oq ^ ^ O
O
N
O
x
E `m o
J O o Cm �tB U .o co
c
:o N r o `m
c E2VN Tea -
H a�, t <`'�m rn o a
.�� a a p o o i o p m tr p rn
0 y hoc o2�n o ti
U
a a
O
Lo
o C,
�NF- to 10
Nrna 1 .� a'0 F- papp o Z o o S
r co N w
Z
o
F' G Z Cco
u
z, E �p
I�W NO R b 0 19 N J 0) ^ O v
� O
� a
a mm D =LL N LL N N
0 m
E c 0 a S c a 2 s
d o c E m m
m m o > a o m> o L w o a
p E °n iA c w LL m a N p m LL, m m a o N c > > w t0 y o
3 m O o
% E c 0 2 (� n w
a�audNu� m UNE aSLLccm om m m ° LL Qmm oC7Umo > mm cL
aCi m aci°�m o Sv .0 o > >Y-' cmi m U y E `o m E Y-> $ u U m o aE V r 'o 0 0 o m o
U, c rno c a m G) m o o a`0 'o m as F m a w c o o (D o m w o i- m o m a o a E a c m 0. o c 8
�� aSa � mJc» �� n. Sa a LL � JU o c> > rn ci o a i
b
------------
� N o
(O W LO I O O N
0
U� C
�] C� r V N O b 0 b
j tll
O 4)
Fro moo ^ I o m� I- ocs
(nUcov t
U,5) w
rn
o c°v rn
Q m
N Eccm E� o � .n m
c
J ,0 O N r o � J
�: mcm ra chmpr� p I Oo mtr pnp p O O `
iR
p
oz to c o Z(n O nffi—
u .�
U
a `a
O _ 2y o
v o ` I',y o� 1 col- pope p 2 0 o mg
ci fnoZ 902 � bNmxm °mg yco
m
ao to
�WoQN� � u�o ° - pJ rJpo 0 0 0 o o
J
� O sc C c
° m o m LLa: LLa v
`p a is-N_p.O`emsYmEn Nm UC m °aoma?u a' m m c m N m om
m c c o
`>.
co mc
cW
o °m' LU acg vm
' c S U oE E
0 N C m c omc 0 2
LL Em c Y O ° U
m
V p_° > °
= .w (° On nJC 0J >
a.
0
O D 2° � _ . Q Qa
b N
N
O N O
o F' m � rn I op � >
0Q o p
U\ C
0 _
N 0 M O O m
coE b w r J ^ `� O . m LL Ili LL
G W b
O 7 G
Q co L° to (D U) O r V1
t'nFNp � I o �rF' o � oONZo o �
O J O
�7 U N ¢ ° w
L U
T
L
y O N rn
D
Q C �Cl)Oo
O
ro o L o
to E C N E L O .O WJ
J .so_r r o � a
O c N rn d o
m a
Ocl:
0
Z 7 C C O ^ _
U � a
a � c
D
co o > >
} bQ'I L N I- 0 (o I ^ D7 ♦- O a0i O O O Z O O m
a � � Z � o
a_ 3
O °0 6 0,0
0
N 00 m L 0
wCO\'aoa E o
E'�p O O O
°woaO!n O O J O m h O O O N I I
N cc > Z r l- m
h^b r a 0 J n p p 0
O O Z Q J
'D
0 O
n7 � mm'� N SLL 2 � O t
E C a 2 L a 2 .G cr
C C
p 0 a o w v 2 o > m > L o rn 't7 7
4- 0 _ N U IU T 0 C U lU T O U 0 C Cl <
C E°' U U 0 U) �' > 0 N C Ul > p N C > > 0 T 0 0 y `o
G m 2 n= 4 w 3 u`0i `` m C, O °� c
d o f m 0 > 3 m m fn a a p J v
UC p N C j O S H C E E C 7 O 2 C� n C 1` 7 L C C n p L L O >
61 til U d N V 0 U N E 0 S T C C L 7 0 N E 0 2 T C C ¢ 0 U] 7 C' 0- C 0 7 0 2
N E 0 1g, N Ol N E 0 0 't) m L N 01 O E U L O' 0 O O ~
N 0 0 O N N .0 > 7 N 7 E g U C C n C > 7 7 E E U C C O. > C a E c C (n a `n .L' o
c of m e m a) m o o m o m o I- o 0 0 0 o m 0 H o m a o m ° ,° o p n n. °o h
C7 o¢ aw _ > �� axa � � JOx �� a2a a n � JO p > O rn O J ¢
� � o
o~ m Lo I o o N h N o ^ o o
3 O O b
e o h ^ ro � ,
Ei
�_ W
Q j O O n o cop~ ^nO\
c] O O N Z O O
v�UN Q U w
t
rn
L
N O O O
Q C co
C O O ^O
C� O
C
L_
(n 0 a s
J ,0 5o>-
O L in7 J x
c �y ma
y i2
w 0'� O ci 'c
z 7 C C O
O N G� OZfn r k
.h
U > r
a a -
0 0
y .O N O O O O z 0 O c
} 1 r 'noo o cn v I I p
u U Z
O ° a °b w
u
�c Z
N 0 0 U
LU Q) ECc
E r J O JO
OOO¢ -0 Z o
m-0 t o
o
p oQJ
O o Q I
c m
m C l0 LL R 0 W 2 0
.� o m m v a 2 � a2
E 0.O .. C UL c L
p v tl m > >�> c
O Ul �' > 0 N G C Ul > N C 7 0 T L R
Fu
0 o H a"i o > 3 uf0i a m
i0 U't pin 7 ° 2 F c t0 E ° 2 C7 n m L C G a
jn m m ° u. .. m 7 m N m m ° LL ¢ m m C7 0 0 o v d 0 0 -
>+Ca N N N f1 N E S T N � L N � `1 p 0 E y T O 0 � m L wn m O � U L u E O O o
N 0 10'O N 0 ° > N E U C C N c > ? m E v U c 1° a > c a E o c rn n a o
c m m c m m m o 0 0 0 0 0 F- m o 0I. o a� o w m o ° I- c o m o. O 0 ,n o
C7¢ O aw �g a7a2x 0 �� 112 EL LL n � JU 0 J > U >
I
Appendix E
Traffic Signal Warrant Analyses
Intersection
South 19th Avenue & Stucky Road
TRAFFIC SIGNAL WARRANT EVALUATION SUMMARY
MIN
all
nalyst: Tom Eastwood Intersection: South 19th Avenue&
Agency/Company: Engineering,Inc. Stucky Road
Date Performed: 2/10/2006 urisdiction: City of Bozeman/Montana
al sis Case: Existing(Less 30%SB RT)+Phases 1-2 Department of Transportation
Project Number. BOZ_05021.01 Major Street: South 19th Avenue
Direction(N-S or E-W): N-S
Project Description: Meadow Creek Subdivision Minor Street 1: Stucky Road
Direction(N-S or E-W): E-W
Total#of Approaches: 3
Major Street S eed Limit: 60 m h Max Major Street 85th%S eed: 60 m h
Description Warrant Met?
Warrant`1 Eight Hour Yelucular Volume Yes
Warrant 2: Four-Hour Vehicular Volume Yes
Warran .3• Peak Hour "Ses.`
Warrant 4: Pedestrian Volume No
Warrant 5 School.Crosse <. No
Warrant 6: Coordinated Signal System No
Wairrant'7 Crash Experience No,'
Warrant 8: Roadway Network No
TIENGINEERINOotal Number;of'Warrants Metf
h e
�'► Consulting Engineers and land Surveyors
C, BILLINGS 0 BOZEMAN
c�
g92
v.fi
10
W u �' d � •E � � fA �. W 3 � o C ',� 4t oa ca 4 `a aro '� o 6p°O � "o
R 5 ,a .5 ;p - ' 5 E *s7 u a # �." y C V •R.� R�
-
„
°.°_ ; o �a
E
v z•.� z�
c N cmv c o mm o o
e 4
z z
O 0
W L' u �Z- �
v
0 5 0 «
y - h.3��" •J u � °� 41 o s - V
ry �o ,fl u u
Oi
< < O< a o�' '.Z•ffi Z 5
s r
u `o
NEI
r
,g c
z N Z° z z z z z Z
v` t � •C .y� � u o � o
7-
0
r �.• .r` `u ° W w 8 u w u a �`
E U v u a�i O U v UZ c N
F ° a. C7
v
Z
' '� v o y iC w 21 n '•• l:�J v m _
; °`o si
�' 'CJ C cU j O� °� G L a. ° � b y y iy'��•
v2i
c c 3�o 0 0 2 °
o S D o •� En .5 .a
0 0
GG
E
Q u I lu w 1 0
O O—
;y' z t•
w 5
Z Z
Z �,� N z G N z z .. 2 U N 00 U
S �'� � ,n
cal E < ^I � � ✓ � p
' O E �' ° a �u � �' .F ..OS o c j •C .
�ZZ � ZZ
4,4
° U u U Y O U
4 A o d «a Z v o N u W R y N N n
• C V
z
W� _°.5 �•,� A.5
° C) c ? .5 c � •,N C Q C � ° k ^C"wv C ' ,j 'c <. � .� L
41
3 Z^ C E C ° .4 �n •o k o .o '¢ v ,a c
C t
U O O y O u
v o o U
o C r °o ° G 0 9 C >� C k 'All _ C °
E V
.S a m` .. K
9 - v — c
c ° r o C c C u C G E C d d
4 .o.
c E c N o
? Z Z- Z= ¢ ° Z. S: n^i U :J.0 C U c.
TRAFFIC SIGNAL WARRANT EVALUATION SUMMARY
nalyst: Tom Eastwood Intersection: South 19th Avenue&
Agency/Company: Engineering,Inc. Stucky Road
Date Performed: 2/10/2006jurisdiction: City of Bozeman/Montana
Analysis Case: Existing(Less 30%SB RT) Department of Transportation
Project Number: BOZ_05021.01 Major Street: South 19th Avenue
Direction(N-S or E-W): N-S
Project Description: Meadow Creek Subdivision Minor Street 1: Stucky Road
Direction(N-S or E-W): E-W
Total#of Approaches: 3
Major Street S eed Limit: 60 m h Max Major Street 85th%Speed: 60 m h
Description Warrant Met?
Waxranf;l Eight=Hour'VeYucular Volurrie
es
Warrant 2: Four-Hour Vehicular Volume Yes
Warrant 4: Pedestrian Volume No
Wart, 5 .School g Cross n No
Warrant 6: Coordinated Signal System No
Waxarant 7 Crash Expera ence` No .
Warrant 8: Roadway Network No
Total Number of Warrants Met _ ., . . 2
nENGINEERING, INCe
�'► Consulting Engineers and Land Surveyors
C, BILLINGS 0 BOZEMAN
t
�2 O
1 Q o
0IA
a E ° t a a c 6
e U °
w o o 777
W 7
F
p
>
(� y bGyo Y c C V
'� jj•`;,y :m U C D'JI ;O A y t ji t'j G T7 g' Q
p. �n o �n E c��., a 'Z`'o N
W r
O "o
M
Q m ,�° C. c. ° G •� }+S M
lo
SU t 4C <
�o ° ' ❑ E e
V Z"S Z z Z �
t Q ^ N Y
Z y 1
� x 0 1zZ
•V��J .-; y y wi LV 2 O L L:ii
W C 0
I.y �
O E uv n .E U Oma ye $
Wc .m _°e q
U
W 4 e t is
rLl Z y � � z y G a y LR 4G e9
s. � v a E v�� s a ° EWv� R C E•WO�`
� r T
zk z z z z z z
'C- °
ta—
Y o F .a °.c n. ; F n. c
c
yam. ''�� S u r� u T L >. C ° LC '� �• r,.
(i' W •O lC ;T .0 '� .y .u. ° ... � w V .. 'C f6 00 �.
E U
•d � r � � ° w c � A [i. .� °c .o Q. � O �
m
C 1c~J z.. O v 8 % ° C u A C
IW u n C u ^ a <•� i� 'C3 A o u z 9 r_ % O u I
r-0 enG I ' � 1 �w O S E � c�
oo
0 0 .E G � ? o � m •v u a'
L a C S
Z = z O O e o V ° U UL �
c �3
m: A—L
z
Fr
a �+ ° S �. •O C r. p•� o y u gg.� U t z z v z z
cv x .0
G O ct 7
•O n. � n,. .5
o f a G v u 0 E �= 'F ❑ 5 F c
p
x � Jo
v ; E
`u C Z
U
o
'b a v m C.. o._ _ .n E:'S 9 .`y'i.. A Z E •'o
E ., cc m � .a _ I =o ff Fy ❑ �4 c � I a r ✓ �°� .o 0 o I c o 'a
°o o c y -^y- q E>, q o °
r� Oct
�
^c ram,,, w 'c y v o •o o r
,� c ' q
E E S o r E E S
'G O o
z
z'=
Intersection
South 19`h Avenue & Graf Street
TRAFFIC SIGNAL WARRANT EVALUATION SUMMARY
nalyst: Tom Eastwood Intersection: South 19th Avenue&
gency/Company: Engineering,Inc. Graf Street
Date Performed: 2/10/2006jurisdiction: City of Bozeman/Montana
al sis Case: Existing+Phases 1-2(Less 30%SB RT) Department of Transportation
Project Number: BOZ_05021.01 Major Street: South 19th Avenue
Direction(N-S or E-W): N-S
Project Description: Meadow Creek Subdivision Minor Street 1: Graf Street
Direction(N-S or E-W): E-W
Total#of Approaches: 3
Major Street S eed Limit: 60 m h Max Major Street 85th%S eed: 60 m h
Description Warrant Met?
Warrant Ei ht=Hour Vehxculax;Voluxrie No
Warrant 2: Four-Hour Vehicular Volume No
z
Warrrant 3 Peak".Hour No
Warrant 4: Pedestrian Volume No
Warrant':5" School Crossxzg No:r
Warrant 6: Coordinated Signal System No
Warraant 7. Cirash E; en
ence
Warrant 8: Roadway Network No
Total Number;of Waxraots Met
e
Consulting Engineers and Land Surveyors
C, BILLINGS 0 BOZEMAN
c9
oa
z z
tj
.4 Z
77
tp
54
zo,
t I
cet
Cl z
z z
2 A�Kl
t2 t
gg
a ru
k+;
3� z
N o o + ° z z z
w zz z z
[a
4—
�, ;� � 3 m c •O c y ,u., C C � � � v+ Q
q ° U •L'i �. E U = U U U •C� Stud � W
E ,� s F � a E ° FULLIn
.; E .� E ;;:,f o` � � � `c •E H o °',� •2 E �®��fg
r.
C 'C' h X .a •p" 6 " LT lJ m
OC v
U p� N G 3 0 •c. U 7 'o ,� 00
o U
cl ri
E u
bi
.5 c' .5 i � v o N > o •`mac ^.
O O ° O G O � .. C _ 4•
a�i a c' •- 9 c o .% s e
Cd
n _
A o ° srA—L
°z z k;' = z z z Z z 2 v U
tug. '„ °
Z Z U Z Z
a o 'c
mZE4
W .0 4cy _ c •� � v C `w
' q U °r J � F CI � U � U' •� U � � U
o v � � ma�c++ E -� E � mac+ � ���11 � rr'e eeS�� •s2 u �_ � � � ? ,,
�'.' (� �. C. � c •C t - c � ��,.:N C O .[� c � C ^�• a' c � j G L ; L ."c.
E � .CC, _ W .° U v C U '� U u �''� o U
' � o o � A '(o ,� _ cs � �, tl o �D •C C > t� N"' y `1« w�i' n C. r
v W.� a y a_ o m c-0 d > 3 � � _u,'c ;v' [� n o ° ti •o
4 °
N n ° 'C i•� C ti ,�•'' ``'tr_'
� ° eo S � �'o c 9 � �a v �•5 0- J 2 � B _ � �. � � ° � z ° a r � F � 5 S
9 :'. .� � d� � eFc � en = e � o E .. o Zj o r 9 n 'O a.5 n •O � � � a
TRAFFIC SIGNAL WARRANT EVALUATION SUMMARY
'analyst: Tom Eastwood Intersection: South 19th Avenue&
Agency/Company: Engineering,Inc. Graf Street
Date Performed: 2/10/2006jurisdiction: City of Bozeman/Montana
Analysis Case: 2016+Full Site(Less 30%SB RT) Department of Transportation
Project Number: BOZ_05021.01 Major Street: South 19th Avenue
Direction(N-S or E-W): N-S
Project Description: Meadow Creek Subdivision Minor Street 1: Graf Street
Direction(N-S or E-W): E-W
Total#of Approaches: 3
Major Street S eed Limit: 60 m h Max Major Street 85th%Speed: 60 m h
Description Warrant Met?
Warrant,l . Eight=HourVehicularYoluxne Yes:
Warrant 2: Four-Hour Vehicular Volume Yes
Warrant'3 P.eak;Hour. NO
Warrant 4: Pedestrian Volume No
Warrrat 5 No
oo Schl Crossin
• g
Warrant 6: Coordinated Signal System No
Warrant'1• Crash,E„ erience
Warrant 8: Roadway Network No
Total Numbex'of Warrants Me't, <' ..;., 2
ENGINEERING
f e
�'► Consulting Engineers and Land Surveyors
C BILLINGS • BOZEMAN
c�
ci
Fr o Go G
UZI
pp pp
c
E �, o r� n e Q pe r 'C :G a"
CL
cn
E
c S $ b S ,a
V a G 8 >n^ u v E
e E 9 R '2
n',a
aS c3 r5 G G
m d wCf R d "
0'°c
U Z m
[p eel C a C+ �u1 M a ySy
C r4 pp
.`w`.o�°
4! Acn
5 fA
�e
r°i
6 € is
Ccu '� u u — of3C7a c ❑t3C7p L9G3 u m a L
Ji
g NI o z z z z z °
� z
C
n g ci
F ^°
� f.x C
.[ .i C 3 O
W
W v W o d y
o \�
n. g� 0 o ;
h W � m
110
V 0- m dv V v c N
c a
•C ° C o •p o 2 7 tE 7 � m
E
ti 0 " v m
W c c u 0 ° � 1
V O •C F '� .� S °°
4 O O ttl T n N e
4ty
o E ; am
D3 5 a '� a i v u C oo u o V
It
I
5 G 5 'C m S o ° > o ,moo ,�^,, ° E
z E o w 9
CI-
-5 co as c
o .a. .2 o tl 1a E
79
z z s 3 A o e@ m j CC U U m o B
e °
o
y
x E z z N p a
uw O i ^ Fy �nn W A vim• N q Y
N lS N I
C O Nl E nro K1 F a
Cc
a�np o
C \\ V C
yW, zz zz
•c 7 '� � ��� c s .� � g 3
E n. u o � p F
u �
C o ? - .v. F• 9 0 v — Z „v, O .v..i u
w _ _ ° w
C E E o _ u E S E 8 r met r
m
z E E U
°o .° y .E o •2 S u •[ � y ��5rr �.5 �d u $ u � �
pp O
c � U .� � Ci ,� � E � C cu ai' m � C � c Ca ° 'yo .5 ,� •�.5
C.
2 �
C E C C ti o p C y
U U V S o V v
C >+' L
9 u '2'
Fo
g•� K�" v iii:tog ° c v o U G a G A u
o
e cC. °
l Ai
E 5 E.� m — E.o tyr' o G a S �y. o s o 9 0 S °O
C Z--• z.•: z 6 Z, ?.u 1 V Q ?'. U `.L C V ° U z z�•
TRAFFIC SIGNAL WARRANT EVALUATION SUMMARY
a
alyst: Tom Eastwood Intersection: South 19th Avenue&
Agency/Company: Engineering,Inc. Graf Street
Date Performed: 2/10/2006jurisdiction: City of Bozeman/Montana
analysis Case: 2021 +Full Site(Less 30%SB R-f) Department of Transportation
Project Number: BOZ_05021.01 Major Street: South 19th Avenue
Direction(N-S or E-W): N-S
Project Description: Meadow Creek Subdivision Minor Street is Graf Street
Direction(N-S or E-Vv): E-W
Total#of Approaches: 3
Major Street S eed Limit: 60 m h Max Major Street 85th%Speed: 60 mph
OWN NO-1 WOW
Description Warrant Met?
Warxant:l Eight-Hour Yelicular Volume Yes „
Warrant 2: Four-Hour Vehicular Volume Yes
Warrant 3. Peak:Hour ,
Warrant 4: Pedestrian Volume No
Warxarit 5� School.Crossng No
Warrant 6: Coordinated Signal System No
Warrazit ? Cirash,E erience No`
Warrant 8: Roadway Network No
Total Numbed of Warrants
HMom MCI
PAConsulting ngineers are Land surveyors
BILLINGS • BOZEMAN
a a
m u o N $ v G .� °
� yNm � uS "' r� v �+ a yz � r �, zvs
� ye� nZ
vz
a
p q zz z a E . z
E 9 a 3 5 n €y v a
7-4
"C � ,, � Ci - '� C R � o � a '°' o a 't},E �. .� d � � � A � F7 •� P °w 'C
A:,°
c"`C
U 'ta � � c p $.'? � •� vi � o X � �' � y U` o � q'cn � .M >m ;e -�.,`, o `C :E E � � .G
0
p3
m �
Ell I
K F
z =11 I ,i
}Ca ^
q z z p z z
41a
E
„my
' "` i it G a �• C
N a ;4
Ccn
N v - � "O ,•nG 9
`o_o
x ^ Z
E E c
c v,
9 c o
—
lu
v
`° C :: _ ° •Y " Z
Q
po
W 5 L Q °`° f
C ; c U L o g w ° � U o m v v U y Rot N
E TF
u c U � c. 't7 7 a c.y' - ■
z U`
a m 9 O
o t� 'w ,� W A. o •y v .5 C o 00
8
ta
ate. 'i� ti 'a m O Ci lu
f O
Z5Z' '3 f] O a E o CS S U UW O : B
.L
u W U
Al-
ti ?
c LB
zz zz
� ' g°o• N �F!C �c o u o
,L.'
E \ u a U U .w C E .° U .R. �' U •D U .n �' U `a C,
z g
u
C N c o •.�:N C Q - C G E C - �'c. C 7 a .� u ,q
Y o c O n o _ uo ? U u o G > > R
3 bw � o � u z a - N
5 G ry C u L ° O R ° O 0 = O O c°a o lu
Al O O a m C
o U U a+ E '� W ° U u U m U c 5.o U u
C.5 91
4..
C .5
It
� S -•Vi � �u C� WO v C w G � R � .�i Pa °. ° v U > >
v o J d^ Y u y .� _ a '" 11
p U u o a c n o d d
G -E
O — O O
_ Z 7= Z—' <' ° ° Z ��� U _ U C U °;. U Z5 Z^'
Intersection
South 19th Avenue & Blackwood Road
TRAFFIC SIGNAL WARRANT EVALUATION SUMMARY
nalyst: Tom Eastwood Intersection: South 19th Avenue&
-agency/Company: Engineering,Inc. Blackwood Road
Date Performed: 2/10/2006jurisdiction: City of Bozeman/Montana
Analysis Case: 2016+Full Site(Less 30%SB RT) Department of Transportation
Project Number: BOZ_05021.01 Major Street: South 19th Avenue
Direction(N-S or E-W): N-S
Project Description: Meadow Creek Subdivision Minor Street 1: Blackwood Road
Direction(N-S or E-W): E-W
Total#of Approaches: 3
Major Street Speed Limit: 60 m h Max Major Street 85th%Speed: 60 m h
Description Warrant Met?
Warrant 1 ;Eighfi=Hour;°Yelucular Volume
Warrant 2: Four-Hour Vehicular Volume Yes
r
Warxani3 Peak Hour
o
Warrant 4: Pedestrian Volume No
Warrant:5 Schoch Crossi' = ; No
Warrant 6: Coordinated Signal System No
Warrant 7 Crash E erience
Warrant 8: Roadway Network No
Total Number of Warrants Met. 2
nENGINEERINOF O
�► Consulting Engineers and Land Surveyors
BILLINGS • BOZEMAN
ca
m _ •" � O G os � : oo " 4
want0
its
s a4
;
'ITS
.5 � 44 A
.. ': ,j �'`" o ., w .��Z ,o � •�, ,' , •c ,c .c a ,�,,;� � Lj.�a ,. � a,,: a q.. � •L .� c s
ail
s j-'D
rC G v C µa F! G •V ,G
9 9
o
u U
w � E
U z.o I Z n.c o R c F
2•� E ��a.=fr � � o o �, v
u
V
,. w
lilt 9 O = Y = 1Y
lilt
1^ +.44" � O �
y e
N O
a A At
•� y.� v`J o rt O N
P E
0
• �.n 'O Rp E '� '" V •O m � V
x e S
m ^ N C a r E O
z � .
'4y q v :n Ri p�p l
y�
HIM E.g^� N � o �� � do .�-s ui�` v nNi-`�• a „r...: � „• ,m m R
N p G o ii F g o
t�i N
m u ��". o ° ZmWt3 0 Z��7 t3. o " cu ao
w ^—
aits 1
Z z Z z z
u
u n _
a 04
a •� cc ry 'O .5 a; E o cn W u h •C m R �
C U •4 c � u � u' a h U o A ,o,� U •Ci � °a W
E U E o E ti SS E '° F •o. U
4 e o a o s a CA € a T u
13
G ❑ v s c q w € o G C c
m
C I'� .4 •C ' � ro e C u .5 E p °°
0 on � Zoo >. oZr9 w CeVV
w.. W v
m 9 S Wca ° u g "o_ 40 `� n Q E s
eo au 3 0
o > o c '� E
� O K
z = z Li U UW o 3
2 = z c ✓ n z . s C O z o c o uoo
z z z N
so
z u ` z Q e
� ^
a o
Ua a
0 o s > U
W o e e
e
,� � b y. � �. .N � a•� �. � n. u
Rui
� T � to 7J 0 E Y• n'>,.. m a of E � W � ca
o •E 4 3
� E \ uF a (J U '� .E D E cc � �>` CJ ` `.S U � U �£• U u u —
" •" " � 6 � .e� 8
z E ° E U o o �j E
e 3
d s E �s
o u v � ?
E a
W o c V
t„) •� C C q u E E «'e� C ° C: C u c.— C o ;a.� 0 „�
�: 'O � '• o u .o Ux.� ,G C o Y 'C a „ .p u _ � �p 'C :4 G
o v 5 m c
.' c U ._ U a+ v E '� �� y W° U u �� U � .'-�� U � ;r.5 o U �
u ca m fiu e i o.5., •, � `3; o y 0 4
c o 0 0� o `° •�$ E - ° „ � S o ° � '� � v � E � 6 � yoy o a
J G E �. c E a c '- o C c, C N s G 5 C 5 S E E
�� z'- z U S � u ° s- U z'T z'^ 3
TRAFFIC SIGNAL WARRANT EVALUATION SUMMARY
Analyst: Tom Eastwood Intersection: South 19th Avenue&
Agency/Company: Engineering,Inc. Blackwood Road
Date Performed: 2/10/2006jurisdiction: City of Bozeman/Montana
Analysis Case: 2021 +Full Site(Less 30%SB RI) Department of Transportation
Project Number: BOZ_05021.01 Major Street: South 19th Avenue
Direction(N-S or E-`): N-S
Project Description: Meadow Creek Subdivision Minor Street 1: Blackwood Road
Direction(N-S or E-W): E-W
Total#of Approaches: 3
Major Street S eed Limit: 60 m h Max Major Street 85th%Speed: 60 m h
Description Warrant Met?
Warrant`1 Eight=Roux`Vehicular Volume Yes
Warrant 2: Four-Hour Vehicular Volume Yes
Wa rant,=3;: Peak;Hour `. No`?
Warrant 4: Pedestrian Volume No
Warrant 5 Sbhool,Uross hL - No:
Warrant 6: Coordinated Signal System No
Warrant^? ., Urash E' erence No.:
Warrant 8: Roadway Network No
Total Number,of Warrants Met Z ':
n R ' e
�'► Consulting Engineers and Land Surveyors
c�
BILLINGS 0 BOZEMAN
71
Aj
rrz E
Cd
fn '1, '77
0
tz
J2
t r
..........
10 10 10 "o
z
z z
it
JZ
Q
u .0
U
r5
in
E m go
c
z cl
Z J
�'t r
z z z z z x ^
p� O
d � .0 � a W ��u m '• s"�
� G U •M C — y v ] u V C � 'Cf N V •� �'.FJ 'U W
•G O c�c a.+ w .qE C p O 'G y g � � O u N 7 .y. � �, O
u F V •C .E K G �77. •°F .e.5 E u
cn
] C3 U ^ e C > p° m A � Z
' p
p r 1 •xC pp k ° "iq L .5 m O 00
pi
"'o c
° �—
d� aF
° o 0 o ° �� 5 �S E° � •« C _ � �
2] Tz' Q t C c U A U01 I ULU O 0>
� a
zO •- .C.. zCA
o ] I ^ c c
w C. 0 r y
y w c O p 4
f0
n n o 0
to
51
U a U N
Q 2 F o
W o ' U = .. .N C C °c.= 4C `c Z• C h ° o W t 'n.5 W 3 .�,c_°
U C .. C •� u ❑ .6`.iN C Q _ C
O O
14 W.B V v U �- � � U U -0
En
k at14
g
m c.G q w .5 a`a ° M °°+ p� •a Z M •n= c W
c o ? a .y•o
V o •o � 'o nW ;� � �, v � a 1, � �
0 o ,a 0 C O o.5 a o o E ]o "e
_ Z z- Z — Z�' j
I
� Appendix F
Auxiliary Turn Lane Evaluations
2
vi o
a ab'8Z alnBld
(a3l"bri7M ION)
E (H/w0l 06)SAVMHJIH 3NV'I-Z NO SN01103SEMINl �Ino}I?M3d Wd -
> (33ZIIVNJiSNn ld S3NVI Nuni-.uai 8Od S3N1'13aino 3wniOA
o Ch x 4A-10 -jnon Md wv
Z 8nOH NOIS30 Mimi (HdA) 31Nn1 l0A ONIONVAOd-dA 1 S► KI�d(+)w-
009 OOL 009 009 00a 00f 00Z 001
uJ 031iilsnrJION p<
1N3NIV381 OOt I
cr N8ni-1d31 p
NO 03SV8 031Nv88vM ION SI 3Nvl N8n1.141 V3 N3HOn3Nll 31-11
1- d0 1d31 31-l1 01 Si LMOd 3H1 31'038301SNOO 38 OlnOHS 3NYl
Q NNnl-1d31 tl N3H1'3Ml 3H1 d0 1HDI8 3H1 01 SI 1MOd 3H1 A l� OOZ N
zNI 3M1 3H1 01 3Allvl38 Z•Nl 1MOd Z
O v •53W(IlOA OMl 3H1 d0 Of=Y- _ _ CO
N0I1335831M 3H1 3
V I JOl ONV 1N7HJ 3H1 OIM OA ONY VA Ov38 I—
•!; LU e _ OOf C
(Q "S311 3ANnO 3H1 383HM 31vn,IS3 ``+;
OInOHS 83NDIS30 3HI'3AId d0 1N3)138JM N3A3 W ION Sl SIHI �'r;kr r-;i`• m
� %OZ
11) N3HM'SNUM 1d31 dO 3OYIN3083d wnlOY 3H1 NOd 3AEtm 3H1 ti
i- 31V301 aInOHS 83NDIS30 3H1 '(VA)31YnlOA DMJNVAaV 3H1 M 00b
Z SNMnI IA-1 30 1N3Jtl3d 31-11 IN3S38d38 53A8nO d0 AllyN •( S
— d 3H1
�sNcuon815N1 a 0 t
OOS a?
VA NI SNtinl-ld l %S -
HM 009 (mn
ti? 038301SN00 38 OInOHs
IN3WlV3a1 N8nl-1331 Z
"o 00L c
co
z6b 008
l(J
2
U-L cco ' o c cm N
i yw _Z
wa O
I 3 E d F-
LU
�N rom U)
" ro
4 m m H
w Z
0 p
o w m C �� W
0 c
t11 - ^ o 04 ° c- N
Z
Z� 20 S O ,,3cc1� �}
�` O ¢ `a F•U N Q
w .3 =N Z Q
cn l c, z W o =z in
d
0 �m Y Z roc Q=11 CD
co
IZ wg a= 0 N�' zz 5
In a rn
cn o 'u-
_1 � ZN
ry Cb Y00 E syx(O ("�
•y to r c0 @ X
to
>�L"
Q 3tt o E a) O
N '� mO •y>.c m me W
Q O ir 0 to-°c Z
I t ? E J
n o io p oo I m c ro
Y ry of N O
Z Nf(NnOH aid 531JIH3A! o ca AHO ONI > o Bna 3Y(nlOA nl"1HOIH 2 W (J A. p
(n
t-
O
O
�n
0
N O
(H/NN 06)SAVMHJiH 3Ndl-Z NO SNOIl33SH31Nl
E 03ZIlb'NJISNn 1V S3NVl NHnl-.Ij31 HOB S3NI1301no 3NmOA
O
Z
8nOH NOIS30 ONWnO (HdA) 3WnlOA ONIONVAOV—VA
009 OOL 009 009 001, 00£ OOZ 00L
w I = +'03i'd1lisnr"ION r1 0<
1N3w1V3a1 OOL
Q Nllnl-1331 O
v
(,1} VrinioA 3IIdH
NO 035YB 031NYHWM ION SI 3NVl NHnl•1331 V N3HIH1' 3
3NI1 HL O
Mod1— 30 1331 3H1 01 SI Mod 3H1 A'03H301SN0 NY 3B OInOHs 3l LA
Q NHnl-inn V N3H1'3NIl 3H1 d0 1H'JIN 3H1 01 1 1NIOd 3H1 Al'I. •Ob 'r -�rr'.�e:•: 00Z Z
zNI 3N11 Ni 01 3AIlYI38 Z.NI 1NIOd 3H1 i0 N 11Y301 3H1 3 0 ' -"�'� n
0 'S3W l0A OM L N C O£'~ C
�, I— NOIL33SE13INI 3H1 31VO01 OW 1 3H1 i0 _ O
C) IWH3 3HL OIM OA OW YA OV3H'Z 1 00£
w .i3r%i C
(n 'S311 3A8n3 3H 383HM 31WWlLS3 -
OlnOHS UN01530 3H1'3Ali d0 1N3W3tlONI N3 3 NY ION St SIHL I - r.'%,
%OZ
W N3HM'SN8nl 1d31 i0 33tl1N30H3d 1tln13V 3H HOd 3AHn7 3H1 �
T Z 31V301 OInOHS H3NO1530 3N1 'f VAI 3Wn10A ON13WAQY 3H1 Ni I 1.;!'y '.;;'.;:; ,r; 000 p
SN Nnl 1d31!0 1N33N3d 3H1 1N3S3dd3tl S3Atl 7 i0 lllMJ 3H1
:SNO113nHLSM I :0 L
OOS Z
VA NI SNllnl�1331 %S . G)
O
ul 009 Ln
2 0363015N00 3B OInOH _ - _
j 1N3NIlV3al NNnl-13311 - - Z
co 001 c0
N I �
SlL ohh 009
3
- N
i
w o
1 s[ N —_—_
2
0b'8Z a.Ln61 j 1"1 'GS'h
i 0_
E (H/NN 06)SAVMHJIH 3NVTZ NO SNOU-33SH31Nl %,�S 71V3d MV
> 03ZIIVNJISNn IV S3NVl Nanl-.U31 HOd S3NI1301no 3NnlOA
O
Z 8nOH NOIS30 ONINnO (HdA) 3Wnl0A ONIONVAOV—VA
0013 OOL 009 009 004 00£ OOZ 001 i
�
'`-.'03y11114nr 10`N O<
Q 1N3NIV381. OOL
Q NLlnl-1331 0
NO 03SY0 031NVEIWM ION SI 3WI NHnl-ld3l V3 N3H01^3NIl 3H1 Y'+-+.5�''�
I— d0 1331 3HL OL SI 1NIOd 3H1 dl'03H3015NO3 38(100H5 3NYl - O0
Q NHnl•1 -_ .dal V N3H1'3NIl 3H1 i0 1HOIH _ OOZ Z
U) NI 3NIl 3H1 01 3AIIV13H Z.NI 1NIOd 3H1 d0 NOILV301 3H1 31ON'0 OLZ O
0 'S3Wnl0A OMl 3H 0£ <
NOM33SH31NI 3H1 3LVOOl ONd 1 d0 1 -_-- y.'�i•-r'+-�' O
U 1WH3 3H1 O1NI OA OW VA W3H'Z :% 00£ r
w
C
'S311 3AHn3 3H1 383HM 31vnlIS3 _ �
In m
Q OInOHS 113NDIS30 3H1'3AId 10 1NM383N1 N3A3 NV ION SI SIH1 %bZ
Ll) N3HM'SNHnl 1331 i0 33YIN33H3d 1VnlOV 3H1 1103 3AHn3 3H1
I d0 IN33H3d NJ IN3S3Hd3H S3AHn3 d0 kiimj
Z 31YO1 M'I
- - - -- 000
SNHnl ld3 3HL - - _
1SNO110MUSNI o 0 L I - O
005 0
VA NI SNHnl-133 %S
R.^fit`''+ O
009 Ln
7 038301SNOO 38 OInOHS 1 Z
1N3W1V3HI NHnl-1331
cD I OOL A
4 00 1
00
S1-£ o£l 009
n
,9
O
N
0b'8Z a1n6I� Xl °b! 7I 3a vv)
m lH/W>I 06)S�kVMHJIH 3NVTZ NO SNO1103Sa31NI
> 03ZIIVNJISNn lb S3NVl Nuni-J.d3l 80:1 S3NIl34UIJ awniOA
0
z
8nOH N0IS30 0Nwo (HdA) 31NnIOA 0NI0NVA0V—dA
002 OOL 009 009 004 00£ OOZ 001
p 031 iI1SnP ION' p<
1N3YY1V38l OOt o
ir Nuns-1331 0
NO 03SV8 031NVtlWM 'S3Yinl0 Ou rval ry_:��+^:_ -0
ION SI 3WI Ntlnl-ld3l Y N3HL Il 3N1 , _F- 30 ld31 3H1 Ol SI 1NIOd 3HL 9'O3tl301SNO0 3tl OInOH 3NVl c 0b '`v O
< NNni-ini V N3H1'3NIl 3H1 !0 1H0Wco M 3M1 3Hi 01 3A11Y13tl Z.
! OOZ
O Z1NI0d 3H1d0 N
�- N01103Stl31M 3H 'S3➢1n10A OMl 3Hi d0 %O -,"YL tir'Y;'�`
U 1 31Y0O1 OW lb 3H1 O1M OA ONY VA WAN' I. = OO£
W c
W 5311 30inO 3H1 383HM 31Vm1S3 _ -_t„�;
0lnOH5 tl3N01530 3H1'3AI m
d d0 1N3W3tl3NI N3A3 W ION SI SIHI I oOZ --
Z 3iyooi OlnOH53N3NO1S3013H1 N't VA 3W 0AH ON�NVAW 3Hy HN1 1 _
— SNtlnl 1131 d0 1N30N3d 3H1 1N3S3Nd ) - OOb
3tl 53Atln0 d0 AVWYd 3HL _ v
+SN0110ntl1 M a 0 l
1 009 -a!
r�1 A 1 SN8Ol-1 31 1;S z
O
a I _ 009 um
038301SNi
OO 8 OInOHS G)
W 1N3W1V381 NNni-1331 Z
I oot o
co 1 r r`
N
QW 008
gg 1
z N
t- 4 r, o
� z
Xy.a.. �
Ul N ' v m c fn
A 0 ro'O Z
Ea O
o
ID
U
t c
Q r rnN W
l cN mm to
Z U C LU
s =W = F-
a' mm Z
H
} mo m,� U4
W o--- _ _ _ om N_
°I
< 0 ti C z
CD Cl)
Q + W ♦- W F-V Q
I Um 2� W 3 Q.G == Q
z 1 C Y W U >o) F. v
O 6 OroL Q(3 N
F' o O m 11 - (n=
m C'I WW .�
cc ; -0 m y o �-
OL W Z N
z cF- an m �° �Z
0 4 c
>> O
11- I N .bl°i tOD N O j fO m
N j
Q 0
O j 5 d .ro >
g 30� a E = dN a
�fi co rn U) � c rm O
m LL
O m c I- E m o
2� N i 30o a>Z m `c uJ
�1! 0 m Z
.a 1 :c y O c c c
O I-0 J
0 1
o $ o o� I `°ro G W
3lO a N ry 1 pE�JII E C a
Z ,p
(tlnOH N3d SIH3A) -! ! Z n7) 0
AHO ONItlnO 3WnlOA NNnl-1H0Itl > O 75
3 0
w 0 a co
w
n
..9
N
N Oti'SZ a1n6►� 1� °�1'1 `7itl�d YId
ill
E (H/W�l 06)S.lM401H 3NV-1-Z NO SNO1103Sd3.LNI
E 02ZIIVNJISNn iv S3Ntll Nuni-1d31 dOd S3NIlaainJ awn*10A
0
Z NnOH NOISDO ONIHnG (HdA) 3W()lOA ONIONdAGV—VA
009 OOL 009 009 004 00£ 00Z 001
w = rY D3►31`15nr'1DN O<
1N3W1V3Nl M I
� NHnl-ld3l
0 NO 035Y8 03 BHVM ION St 3NVl '$3Y1n10A 31liAal - - -
(- 30 1331 3H1 Ol 51 1MOd 3HI A'0 1MISNOD 38 OInOHS 3NV1 ^w'h`�" "";; i`'�=`,- 'r 0
Q Nanl-Il31 Y UH1'3Nil 3H1 d0 1HMH 3H1 01 SI 1MOd 3H1 A-1. I i ?;a OOZ Z
M 3NIl 3HI 01 3AIlVI38 Z.M 1NIOd 3HI 30 NOIlY301 3H1 31ON'C
O 'S3WnlOA OMl 3HI d0 e0£ - CO
UNOIIO3Sa31N1 3H1 31YO01 OW lbYH3 3H1 O1M OA ONV VA Q43tl'Z 00- yl;y y`" £ r
C
til 'S311 3AanO 3Hi 3w m 31YM153 N m
OlnOHS a3NDIS30 3H1'3AI!d0 IN3W3NOM N3A3 W ION 51 SIHI /,OZ
ul WHM'SNan1 IA31 10 30YIN33113d Mn17tl 3HI 80.4 3AanD 3N1 Sz`t::^`,;
(> F- 31YD01 OlnOHS a3NOIS30 3H1 't YA!3nnl0A OMOWAOd 3HI M - 006 -_p
Z SNaOi 1331 dD 1N33a3d 3HI 1N3S3ad3a 53AanD d0 A1tPN _
LLLYYY - d 3H1
Q :SNOIlOnalSNl O t - - �= O
O - - - OOS '0
y VA NI SNun -ld3l :S * czi
¢p l 009 _o
p� 03N301SNOD 38 OlnO S _ __ C)
w 1N3rUV381 NHn1-1d l Z
W m — 00L Oo
— - - � _ _ Su
N Sh13 p{� 009
x
7
0
lfJ -
CC) o
c
Z
�v O
` � m
t I v
o c
S t my w
1p 'c1 N m m fA
Z m c CC
g m o at m W
m w 0 s ro
a _m ro Z
y _
a o w �t
LU w z o 'o c N
O O L c
uj
0 WC 2 V V m m
r �.,N �« Q
U)
FL S� f4 O ,tc
Q �W4 O C �'k F• ZQ
Cl)
O s Y N 2 co= Q 00
0O i O m 116
to= N
111 C h S �S'�.^ m N v {71{1j
Cn o 9 8 .m„ Z J Z of
W I y C) J LL
z z m m ti L L C =m
g a as 0 C
Q (' S C Am OtOnO E A y �O
co N— 7 N �.•
apv unll o Cc,-e 0
04 0 •3 0... m
o Q cs a E m :sa O
L
oo .E m
w !�
N �' N o m m` m e
7 c m=rn Z
�acc 0 12c
0.1
� (D 0 o m v M N
nOH id S313IH3A)Z 1Z c0 > m o
O _
AHO DIanO 3nnlOA Nanl-IH0la x
=0 Z ul a U)
P. P-
O
N o
0
N
ob'8Z aln6i j 1-7°b6'o YVb
E (H/WM 06)SAVMHJIH 3NV1-9 NO SNOUOBSURM
a3ZllVNJISNn lb S3NVl Nuni-ijai HOd M113aino awn-iOA
0
z 8nOH NOIS30 ON ano (HdA) 3nn10A ONIONVAOV—VA
008 001 009 009 004 00£ OOZ M
' `0313t'15nP IONr O<
Q 1N3NIV381 001 I
ccI Wi-1d31 O
NO 031NVNWM �S3NnlOA :)IJJVdI '�.:� - _ l7
0 331 ION S1 3Nll NHnl•1331 Y N3H1 3Ml 3H1 - d�� - 0
Q30 1331 3H1 01 S1 1MOd 3H1 A' �
NNni-1331 tl N3H113NII 3H1 30 1HOIN 3N1 Ol SI 1NIOd 3H1 31•1• Z vM - - OOZ 0
N1 3Ml 3H1 01 3AJIV13H t.M 1MOd 3H1 d0 NOIri301 3H1 310N' ' r z
ONOI103S1131N1 3H531Yn10A OMl 3H1 30 0£';, i 0
V 1 31tl001 OW 1WH7 3H1 O1NI OA OW VA OY3H' _ 00£ f
U.I 'S311 3ALn0 3H1 3m3HM 31
N153 ' ?'
�l OlnOHS H3NOIS30 3Hl'3A1d 30 1N31Y3NOM N3A3 NY ION SISMl I %OZ
s,{ w N3HM'SNUnl 1131 d0 3OViN37N3d wn10Y 3H1 NO!3A8n7 3H1 ;e;'e�i�y7:;?
Qq� Z 31VOOl OV10HS N3N'3IS30 3H1'IVA)3WnlOA DN13NVACV 3H1 M OOb
SNUnl 1331 30 1N30B3d 3H1 1N3S3Ud3L S3Atln0!O AVM7Vd 3N1 I '"rJ<<''� - _•,
O �SNOIlOntll NI e O l -1�wtihr? C
�, -VT OOS A
VA I SNatll-1331),S GZi
rn
009 En
038301SN00 38 ainOHS
? 1N3W1V3211 NNni-1331 Z
cD OOL 0
S N ,
oSS o°7g 009
0
Appendix G
HCS2000 Capacity Calculations -
Unsignalized Alternatives
Intersection
South 19th Avenue & Stucky Road
N
O
a0 me o0o o 0
V� N C
G J
hE CY v N m v m � U~ ai U
m ti
> N w
o 00
�QC gOM I .,' F•. O N� h O O O O N Z O Oq O
!n W
rn
O N
O W
Q m Ci V J 0 0 0 0
O m d N m v z
•<6 O L a 0
N E cca° Et 0 a m r
_J y0 O O =O•N N d
O c f rn�a o o
p I 0 0 O p O p p O p d
Z
O U? c O Z n -
U S
� � c
o 04
ZNI-uNjO I v- .Om h 0000 O m
Z c) O
$
Q U O
ti Z
of
N r J O -j r J 0 0 0 O O O N
F�W O 2 o a O d Z r I' ep 0 0 N { I
Z D O 'O d
O Q J
N� '6 •O
c O C c
O m C fII LL LL. N LL 0-' N
es o c� 'm a%i a= r CL u r
Emo •• c v 0 ' a- W d o
vn.. a > g` > L c
y� my._ E0 m � ro c U R N u w a m m m U +'
c E_E N U) C O N LL 6 N N d LL N a `O =CDN O = N O O o
C,J'ot p a y c c o U c 0 2 ('�J n - c c L 1 m O J >
C� cTi a N d v U S�' c c m m fn d o U. ¢ y m m C7 cLi m o Q m u 0
y m w m'p m L z ofo > m `o U r c m c > >m o v E U c tQ a > c >E U a o. .� S
O c D>O C a LN C CI t0 O O W O N 4 h p 0 O O N O N N 0 h p o d O O U Ct!
r2 Sc d x CL 2 c J U D 2 LJ.x LL a- lL (n J U g J > CJ �' U pJ G O. a
N
O
a0 ma vo ^, I - 0: N `rCI O o >
W J O `- (Y N m 1 a
LY N r J h .o- O O N m m
p 3 W
N O 7
¢rGoc c $u'h000 I 1 o a i-- 0000
y > N ca J O
ti SM
O h
Cl)O N Q p O O V J 0 0 0 0 O O -� a O R O O
O > N N a
•19 `O �•L a > C
tt7 E ccd Et 0 a a m s.
J �o o or j
O c
d N N T L M 0 0 0 I O O O p O p p Q O d
2 c
O fn c O Z(n _
U S a
O v
H U > >
0
0 rNh10 1 ♦- N m h 0 IQ Q 0 0 O U
Q U Z U 1 I o
'S a uc 3 r
u S
moom�
O O
m Z r I- m y No o 'o I 1
O tp.k > J N V O - ri Q
O Z d
c p z = c
0 p W c t0 LL tr /6
•14 'O C N d a= L a = U ..L..
O 'oa o
c
mO L c c mNt c l E mm S S (m9 a° vcc mo
< cvmU O-z
o "Ec OO ❑o uo Uo vNc E
m0Tvu
=U00m
W2 � so C: > =, m n E mo
c oa > 'o S 4 o n0) o c v
Gdaa�ii
So e>
a o ooy
N
O C
>
R r N
N E J n O O O V N O N Q
N N~ C 9
O N 0 W
zm 3 e s v F 0 10 C
O b j 5 Q O Q v! O J O
NUN Q N W
{
rn
{
N �p O
1; N O
C ° O
O v a O ^ v z
> v "
M M o L a S O
a"
� E �
CCCI EL„ O G N
U)a o
r � aorno l oo Q' � o � oo 0 0 2
Z " m c e o? o 0
O inc� ozn r
U � z
O c
F N 0, > >
� L
U1I- OOi N I �- CO F- O a0i O O O z 0 O $
}Q ED
E C N O N p V I I O
D= ` 3 Z
m
° 10
o
`C5 m C Z U
E
E b 4 0 CO N C�
N � O O O O
W O a N w O O N m h O N Q
p m > Z _l �- O o -D Q I I
o o Q J
Z
c NO x c c
m
p m yC fO LL LL
O = x
Eo cN '�a aNi a = r a =
m o aci E o v o o ° o w o t
C E o `u O O m !r > o ,N c c m Ir > >�
0 o iE in o m LL 3 a1°i T a 3 w m a 'm o y m ° _m OJ a�
UC �I C O O S F C E C O O 2 CJ O. C tp O L C C d O L L O >
°' �' to m m ° LL m m N m ° LL .. ¢ m C7 ° w o v
N N U a N U Ul U E S C C �-
C maciwm m r o > > To U ON
> Tmrn m c E m °' N m o o aoi o 6 ! oo ai 'o m `w m oF- o d es o 'u\i0an¢o¢aw �� axa � a �2 axes a LL 0 KJU o � J > U > rn U J
N
D ^ \ N W
O W a' N O h O O >
Y O C
S
U\N O
J .° V] 10 l
n -j 01 �°
c� o o s U
> oQ: m G o W
¢CQ m
{ � L �F
O J O
NUN ¢ O W
t N
rn
t
O N
G Co O 1"'
J 0 0 0 O O
Q C N I C co
O N o Z
N 04 L O
a
U) E U) -
0
J o o> E L � �i a
O C U a
U A { ° O
O -
h
a a -
O
N J ] O
O
uj ayi = NF � � h I am F oco 0 o Z o 0 0
v I I o
o= j o Z _
0 0 o a w a
S o= Q) C itv
G 'ao o Jo� � n oI- rJo� oo o `o
tiWoQNa � NON -J o z co O
m t v v o o r
N z ' J
7
C O x C c
m
p m yC LL Ir W u' LL N
O x x L
•� vcoN y V LL U
E s c � m a x r a x L ^
) m ° m >
p N > O N C C lV a' >V 00 N C > > Ul T N
0 o E y N c > LL LL 3 w E d o y rn
N U't F'po ti ° y c 0 2 H m E c 0
o m oLL .. O o m o v m O
N c>i a w u w U N E a>x T c c o m N m x c c ¢ o m m E U c o m m
>•C O— UI UI E,� O N L N Ol N E T V Ol L N O)
mm�. m m L o > > � U o f m ° o a o 0 0
d o w o c c n c m 5 m e a > m > E c �n a n
I ivJ4¢�ala`IwI�u�I2121 I>lal=lal�l�l�lcilxl a I>lo(1.1=1alalI U)ITl1ISlIol¢I I-DI>IUI>loiI co)I ¢I¢I r
N
U M. coN 1 r N N N N C
U� c
--Tml
m
LL
E mC p T � Lp N Op L.pj J d J N b O LL. CoM
N N F- G
c
n
a N 2 0 oa w
%UN rn w
o
t
O
MO
O O OO
am>
mrn
J -0 N O N
NN
N C
0 c
O 0 o> oU Lo O
Z A O
O N ITT
''adc
a.
n -
U >
O o c
c
!' h o a
pOj 1 m w f- O O
U tt
o O O O Z O O 1 1 Q
Ci Z
O
Z �c0= uci C
F W m p C d V
OC\\ G ry !A
C cy O N •-J�7 Lb N C. J p C>O O O O ti O „ O z O M Q e-
Off ° Q j
2
c p,y c
C t6 LL l� LL y m
m of a= = CL
o va w ac o �;j o m j o s m o =
C E E b0 0 m �, m N c m 'S'v m N �° tq
U y U o > 3 ami o.m °ril tL 3 E a ( o
v rn m 0 OJ
p m . N c S o c _ 02 O o_ w
am. mom+ w d ou_ St- c m E aci o c % o .c c c a 0 t t
tua�iawg Ni� yE oS c �tyom � E ° SLLcc � rnr oOmE00 � � mm �
d m N ID p m y t ° > > o =0 U o c a o i _E x " v m U y c m E m o Q ° o 0
C7cm'o¢aLL� � gg° °a2° a �� � cin �g °ax° aa � � � _° vo ° � > c> > rnci � aa
x
N
h o
a h LD tr Lb
�Q "O N O
V\ C
O
(n E J .°O r N ,eP. tL a LL.
Cf Np Fes. C ^ O �°
Q L➢� Q C, 0 W
�03 c .0n1'oov 1 F oar !- o� oo N Z o oa
O N O N O J p
�IUN W
O
t
O N O
C y�0 `rJOO
e ' ..
aN
D 1° �inL S o a
N E c C W E•c o c N °°
-1 0 o o? t
U,- N O N
o
O C w"'v ca
� u�
1 ;mcm r� c�lrpQo 1 0o mho app o p a
o 'c
!A -o', c o Z
0 u7 n
CL a
O � _ 2
O O
0
C 0
O m $
U p v 1 1 0
G s N C u
W o g o E m
F•°WaQ Oaf y .-•JMO M LO 6 J n J 000 0 O aL e- F- to N O m M T
o O o a J Z J M N O p ^ Q 1 1
= O c c
N N
0 t6
CL
o y.c O m c m m }}, d m m ry c m
C E E ° 0 LL m y N V O N C 7 N >. 0
U'c E- d U o °-' 3 °' n m cn ` LL 3 ami !_° n .� 3 a=i � m m p OJ
.m. wy0 � u d w oLi2 � E E o 02 (7 n E m
T N y LL. Q N Q V N O V
(V N U L>.N V lG (D U E 2 C C m m N
c y G d E Y 'C d !0 .0 N m G./ E 2 C G m m O
mm ..m an d > > ` � U w � o` m EYE w o TL m o E U t m o m m
d o m o c y c > > m o u m E U w m o o
U' danQn im c ass e E c c R a > a E a c U a a C $
o a o y m F e c o o y m o 1- m o m a a m o o 0
a s .°a
N
O
d' O 'O N 0 0 >
(O co . LO N 'O O \ W h
U_
pcc Ill
O N
=03 c .�c 'nF- oomm nr F- omo o N Z o o
N j 5 e- O i- p J O
O
U W
ti N t U
rn
m
.12
'iJ O V J p O O O O J co N N O
O E .. O N
I N U w C u
m OI=L
(n O
E c af0i Eyv a m
U
C wo•N co
ID
ID �
y �y d'O O O I O O m 0 0 0 0 O O
O Wc� ozn -
U S �,
a � -
O
C 2
Y 4] O C
h O O
} N 0 0 0 0 z 0 O m o
ci O o I l p
C O y CCN C V
ww p p C N w
C�acD
E w
EO•U•' N J p
N N p J I� J p cp O O O o
' 1!�,
O M O N
a o I I
o :0 Z •- Lo
0 O Q J
O v
C Y C C
U
N w
m y C u) LL � w LL (r w t
.� LL
O C a x L LL x U
> m > t v J o' -
C w (Y > w N C C w > cu
N C J w T = Cn
E y cn C w LL '0 O W u_ N No
O Ol (0 O O
o > v 3 w a m (4 w_. 3 w n m w w D J
Lam.. U w Ln w U w O Il. _ C 10 E w w ° x c� a C (p L C C a L L
m icLL
ay aw m Eto E ExZ m mt rnv to E w2 rnt ° O w° E U -> ° m m
ww�'o � � L ° > °m � u � U � cnc > � m � uu � 0U0 � � � > waE � � 200
U, c m Q c a Im c N o o w o w w F- w o ° o w o w w w F- o w c N a a
> �� axa � � Jc» �� axa a- LL lrJc� o ¢ rn ci � a s
N
'O 6' O U) co N 'O C
CC .- u� cU 'O 'O
O� �
° J o rn ' ? oo W o LL
\ E J M O
w N
O
Q ca\ j •°p O lo N o 'O
0 3 L H N O N I d o m o 0 0 o N Z o o
o' N j N ID O
U'oN ¢ u w
t
rn
t
} O N LO T
QC E O T J O � 0 0 O O -� N � R N O
c E o 0
m
to ° �s S o
E `m �'
to a o m _
L• C C w E L O C 9cl N
J o B or t o'� w a
CO I o 0 0,
o?
Z O o �
O (n O
U � r
F— co o > >
N L C,4
H 0) cc N I r .0 O z 0 O
a c 3 Z t
T
O O a N U_
Z C O (D C U
W c) w E n y
E.�\\^W O O W O
O O O
O C N N Lo a,
o
Z a
C �Y C C
A
O m y C u) LL u N LL �' m
•£ B C w a= C C
`m.B o y E ° ° > o w > o L w ° r
v L
w w w._ w u m 'u >, w o
C E u O p w > > ° N c >
0 o E c� c > u 3 a0 a m Bin LL 3 a° o o y rn w m O
N Ul U a N O�G w U_ N E w = T C C t l0 f/� E W= T C C ¢ w l9 Q N w ° > > c0 N
C?^c w- w `p w E y w m 'n o�m w E Y w w L Oi L rn o U r o- o 0 0 0
ymw.Jm ° wwr > > m � � aUc `c � c > > w � � � � `� Uwcm wa
,v c wm c m m o o w o w I- w o ° o w o w w B H ° c n > c v E o o a a
G LL w= z z a i a a a J U 5 r z - o. .i o. o LL U) [C � U o a z .� > C5 > � U O a a
N $
am p o p I N n o D o 0 0 >
c
� cu c
m E o
\ E
o .-
W
> O 3 m O W
�pc ; ? nt 1S I F o Nit- 00000 N 2 0 0 - o
m'v W fi
0 w
t
5 n
y OCO
N p 01
Q C C J p 0 0 O O °
a ti
_ ` b
y E
O 0 10; E�•00 m
N t O W y C
Q. 61�W V7 Q. p O > G
d N .p ch d'p00 I 00 O� K O OO O 0 0 d
Z g
O to O
c� OZp r
U 'a
a o a
a
O
0
Q) EN � Nco !- OOOO O Z O O m 8
Q ° U z
o� 3
�•moY a0i C Z u°
mmpm� � � m
c\ p
0 O
0 0� d Z �r o $ o cl ¢ I 1
m
LO p a > O
Z
C�EE° L
o m
` K a sr W=
E
a cR
v CD c c
w d a _ v m > a c 3 ca > c= v J rn >
d' m °
C €E NNOc G m tL � 'm d N c m lid m ° p N c > to
I d h° `c o °i ° c o m m 3 d a0 Q. a) o d o d m m O
d w cTi a N 2 a°i U_ N E O= u. c c m m (� E m=L c Q O cm d m 01 ° ? c=i o
y m w"-'m o v,Sv, m = ° > > c u U a c m ° > >Y " ` ` U o m m o ° o n
0 c c w � F cc o > cvE a ct9 ao
c �� c�-w d �� °aSa � � � U � �� °aia a t� in � ti � 0 C� ° rn U OJ a CL
N
c0 D'O O O N O C
1 `^ cc
o co of m
�03 0 c w
m o
lac c r`°� oo0 a; 1- 000o N Z o o �
C h N r O
W
t
rn
O N Ol
Q O
Q C muJp T
N O
0 m N f/1 V Z
w N U u
fII L
N E ccID E=o a w m
_I w o o>-
N
.cd.. Ncm ra M�ppO I oo CD W popO 0 0 a
zc
in �
a a12
o
m rN�•M O N I r- he- Nm t- 0000 0 Z O O m $
c> z ' 1 I
G c�c T.11
b ,•� J O p O O O O
M-W O Q a ^ y Z -� IN
o O h ¢ I 1
p ° Q ... O O
C O s C c
LL M
m om`� m a= = a = u =
p vd� mm _� o
° � � v m 3w > o= m
c EE uwU O LL O N C C Nw > O N C 6 0 !h
o� m o y 3 v o m ° LL 3 a0 L° a o d rn o m p° O
gym w �LL = ~ m m inm 0Qa m m C7 u y o
a, U E 2 c c d2 c c w m o m o 0 0
L ' c o— m' _ `O E Y w w v rn= w rn ° E U g o-o 0 0o
d 0 0 m ° w N > ° 14 ❑ 2 a U N C N C > O co O O U d U N w N N O Q. ^
t9-w'n- .° c —° o d o w 2 F m o_ 0 o o w m ° H m o m a _o> m E o ,\.�, o n °• a y
N
p C
a F- (D Lo O O >
U C C 0 (o N N
J d O N ^ c E O
\ E -a � O N N N N
O j
c W
Q m\ j O O of o to
c 3 c L '�'o ° 1 do Z 0cl o N
(71 Ito j 7 0 V mo O J O
-c
rn
L
Qp V J O Cn O O O O J v Cn t0 N O
� .0
o z
U) E u)
E L O C y
J wp- o o> t o'� m s
N
m a (D o <
12
m o 0 o I o o o 0 0 0 0 0
_ _ d
0 fn C � c oZv7 r
ti `o
U S
a a -
O c °
U)
0o
N O N F O a� O O O Z O O
Q t N O N O u)o
V I I 0
Z
O ° ° o-o In
Z Cow a c Z
c ao o N •-Jorn o i° I� J rn o
ocD 0 o w m
Lnmta JZ ^ oo �
off °
IV z a a
0 O s c m
m E m LL m LL m
o ctq m G1 d= L dx t c c
o E o v 0 `o ai °� e m o t _
a)LL U a] T al C U lO T N U N J C T
C E o O p m > v ni c m > p 0 c > > aci >, w � `o
d o E m v) c LL 3 a10i LL 3 ami m m p O
,�-, Umo O m U N aci oFL A E aci o � 2 C7 a c O u w o
m Ta , m E c x T c c L o m E m x T C y Q o s ' m E U c o o U Nr t
N D v1 N > > J U 'O U C C N C E m C a] a > N
,n C O)a] C lD d t0 O O aJ O N QI F N O U O N O a) N I- o W a O �. U m O O v a W C Il. = d J U �2 LL S LL d LL Cn J U 0 J > U > D7 (� J �J
N
12
ci
m J Ste°) co N h
\ m E M o o
No
I�
w
Q m\ �N ♦-u)co v o D7
O
o
[7 U N Q u) W
t
� I
t
12 o N °
Q c o J o o O O o J o N o
rz
0
o
m `o L S o
N 4 o ur i
O c U U N u) LL O <
Z " �'. m c o? m � 000 I o o a, K o00 0 0 0
O n
U i
a j
m o >
cn
o cn
o
-
O
W a^O _
Tr
N t0 HI
Fl
J O O O O O
I�W o¢ a p o o y Z
Lo t o d N 7 p 0
O zO Q J
Z
C N a C
O C
p m yc lC LL � m L- � m
o = x t
o cco
'10 C a = t ax LL r y
p .. W �O v m O al c C L
L N W G > > o L d o
p LL _ N O U a] O U a1 V V J >
W al W _ % T N C T W a7 V Cl C a] (n
C o o E OC a�. LL 3 m o ai,- '" 3 a10i m ° m o v rn ° O
N U'C~p .o p c oxF- c m E '- c c o 2 C� a m oL I c n °� L
... o�'._, o u a� o u. .. ai o li O o d o v O
Q) U cTi d O U al U N E N x c c ca N fn m Q N al v U U
> ` T m N m `1 E = T C C O)L N OI E U a1 N 1-
C _ co_ a� m EY � mm Ey � dm o r Qo 000
y m m m o a L ° > o ur c 9 U ° n c > c U E E U v c a > w ° E o
c rn m c m N m o o d o ur ?� o _ - o o m o v m B F- m o m a o m ->- ° in o 0 E o. h
�.7�GGCQiLL�W�_iljlclGl 17ILLIlILLILILLIJIUIJI1CICl IJILLI%ILLILLILLIUJILL IUIIu 121J1>IUI>IrnIUIJIQIQI i
N
c co Lo
N 1 IY N a. N
d N N
IY O r O O O >
gy
ol
y m J m O M O M LL
E C y `- J N W O b LL.
43
Oti W
Q cc)
�03 m ?o �o p 1 tiO N f O O O O N
O Z O O
o
LnUN Z m W O
g
lo
O N rn
QQ) R J O Co 0 0 O ° -� N GO (0 N O
NO N .o
o a
c c
O c USN ^,inn. 3 <
..w. dCm 'ac)wOw� o I 00 co O p d
0 to c oZtn n
v
a
0 cl)
O ]
NF-CF- pm!°p O O < O O m S
U Z <n v I I p
w
COT m C 2 V
F;rn�ao o y •-��� nN '- J n -, omoo 0 0
F°W o t1`S..N B I? ; Z T J Yam-. C OO
p a
Et
2
•t
Li] j C N LL N LL C N 4 g o LL o w
c :°
o E E
a o v c > v m > v rn T
C E () O C Q' N C c m LY >9 C N C w = A m fn
U'°t N O ° d `' c _o S c m E a. c o o S C7 a c m = c `ca
c O
�„w.- ? ° N w ° LL m m fn °� o u Q c C! ° w
w?C n y C?� *1 V N E S N (0 L y m N E w 2 T C C O 0 L y o m E U O N N F
O O
co caw " dAo _cm E 'vU cm °ci 2 g v U c = o > c > E o a n $
�� ° iia � � _° c°» �° °aiaa � in � � U o ° g � U > rnci � ¢ n
x
N
�O C N O
a�y
U C c
a C m o o 0
Q:
m T v rn r Lt,
OI? 7 c m
Qm a° ero_ LOn o 'o
�03 a my I •- I-- o arF- o'moo 04 o o �
> N O N N O J O
LnUcpv fi N to
O�
L
oN
QO <J O In
C E`S O L: .. p
y N 'O $
t0 'o
Q in 'o
In E ccami EL$ a m
u3 a
w mNm c"LtYoco 1 0o rn pmpp o p a
Z c C o
0 V3 c < Z� n w
0
ILco o
a
a co co I .- 1_ .- ow I- O2o00 0 2 0 o m 8
U o o U
Z
O �ooimob wN, v &
COS m C � U°
m m O m�c w
Ea` o 0 o N �o� � � n J n -Lo m o O 0 0
!°Wo¢oar o o � Z ' JMryoo ^ Q I I
0 0 0 o 0
az ¢ J
� OY c �
G m c cC c
y y �
•gip 'D o
� N 2 Lei.. cwi S LL cwi .0
C c m w 2 L n S L C C
p v IL w w _3 ° °i > v m B °' > v ° b
.� w _ w o m w c o m w w
C EEL`��O p LL� 1-1.
2v cjco wow a w ° w w%wN w ou2c@ E ou_ (Jac �° Oo on y u w U E 2 c m m mw 2 c c a w m = m C a c w w Ln ;_ `° w E Y = w L y v E v oc L y E m w 'm y w > > U w c o ° E" � U w o w t Q Q ornm o c > ? m ° c n > cQ.r n v n n, c ^� s s omow @ 4, c c° o w o w v m 8 1- m o d o o m ° n o 0 n a y
N o
b I� OOi CON I �- N Q, O N O O >
^ O N
° 0 7 N 0
J L LL'1 N U_ ^ uL
\ E G b v A v M h
a, 1 c a m
> p h m o N = w
�03 ju' Foocn = I- 0000 N z o C � o
N p m
vJUc Q U w
m
t
} oN I
co
Q C O T O O 0 0 O O J N
N N O
O M v
d v O C 2
fC0 Ei
oL .Ea =O
o
� m
(n 2 � � a E = o a u z
t o v
O E_ -.o,u N co
y �ma L,0 mao0o I o o � IOcoOo 0 0
_ v'c o 0
ON c o c z o -
U
ato
-
O j >
c
s o in o'
m LN~�Ob I- o o O o z o o
m
Q ci U o v I I p
a_ � 3
o �o=
O
cc� = U a
W N C = cd N U
Lo
N " co Lo coO O O p O I I
N b O O Z m J n 0 �'1 O N
1p ,D > Zo
N Z a o
C p x C C
m y c f0 LL LL' N LL W v
.� O N S LL U S LL U L
•o C :.11 d1 a S L a x L r
L d.� E E `U ( 0 p al o L p O t
0 0 O m tr > o N c c m >
o p E m e > 3 a10i n 3 to w ,., LL 3 w `� o y o� m v 0
oE: m 2 m V1 v oLL2 U-' Q c C! w o > aci 0 cLi
E S T C G L OI d E a)= T C C m L O) E lo
y m aci m o w m t o > > m E v U c in c > ? m E E U 10 Ra
a E c tD o 0m m N m o al o o n0.¢¢o¢a. w- > 19g ° d = a gw � Ux �� °a = a d n � U o > U > rn U n n ti
x
N
v] N C
O D a N O N I o n � n n o o >
N
N O O
(/) m m ° N O O O O O
J p !n
\ E c 'D LL
In
N L ? C W co
Loa c r'n� v� m .�°or F ono o N 2 0 0 �
N O N u1 O J O
nUN ¢ U w
t
rn
t i
Q C N CIF R N O o
o
^ Ci
O
M E L O K
U) c a0 E U o
L n
w'
O c v f.N m °a n ° a
a L m 0 0 0 1 0 0 0 0 0 0 O O
Z j C G O O o _
(n c
O -
a
O v
F h o > >
QN~rno � I ^ tir Nw F- oC-Do 0 0 2 0 o m r
o � I I p
Z
oa w u a
O ,E y
E �
G In CO
O O O O ° m r J '� O r I
N a m Z
h C C a w 0 0 0 co ¢
O , O Q J
Z L
C O x C m
_0 m P c f0 LL W I- w m
E s c is m (L a x .2 c c
m o ai w e ar o t
> N C m N N d N co p
C o o E m O o > LL 3 ami >mn. ° LL 3 w a m o
U�Np aci oLL2F o m E 0 � 2 C7 n o % � L
of m o a m m u y E v 2 c m m <n v ¢ m m � O o m o v o o f
T L y O) N E S T C C - m - m m
C-> c - � `° m EY � mm o � EYvvvoLmo oEUL o0 00 � �
y m .23
m o u, y .0 > > m E v U c m c > m c E E U °1 c m --I> w n o\° o a o
c rnm c m N m o o m o m m N o ° o w o m w m $ fN o v a o c o en h
2 i a
Intersection
South 19`h Avenue & Graf Street
N
p W
�U tOa: a'o rn i N �- �Ol p p >
m e o r In h o rn
° N - 'con o o n U ui U
Qf N h C a m
> O� c W
tm3 C LNF-h a .r- t- O0, O O N
a00 > 7 M p "'1 N O Z O O J O
v�UN t
n W
_a
t
+y.. O N to O O
Q C y�0 f"JOo00 O O -� hrn � r- p o
O
d N y) m a is
� z
N E c ami Es� � a m i
C C N
2 o N t o
co a o o
cod O "s
-
U >
CL
O c a c
E-} � o > >m tNl- mrn ro l .n am I- orn o 0 0 2 0 C.
CS ' m O vi °
o UQ'I Z v I I
m
F y O J U
m 0 0 O O
CS - a) Z N ¢ i I
>>
O y Z Q J
N o R LL w
fR ao Cl'm 0) a u. V a
E 'C C E L - L g G C
O a s 01 u 7 a m
c EE.Nco r o
o LLa = CL w c c f9 mo0)V a 'Sa Q°
om E
mauan�`'� mc� yE ° x ccm ° mhE m2 ' cc ¢ am � � m ° o �>. mm �
m m 9 m m E 'v U c n c > °m E E U c c 0 0 > c y"° E c rn n o o
c rn m c m N m o o d o ur ° 1- m o 0 0 0 o d o m g I- m o m a o m ° ,,, o p
gg axa gaJUx gg axa a � tr JU o g J > U > rn U J ¢
N
` to
N M I „' N a'
O O >
O
o
fp ❑0 S
It O r: U h U
> O U) O 7 W
to3 c °�m00o I F o °o
o - o
0
v]U N fi to W
} In
O)
�L G O�O
O p r
E
O!n a > a
a m
J w o p} t o'- ] a
O c u.N a,cn a ° S' -
1 w m c m r ° n p o 0 1 C. o rn o rl p p o p a
0
c c o 0
O in�-� o z U r` w
U '�
CL a
O
m
)" Qi 'CNf-NOS 1 - Nm ~ O o OO p Z O O m $
ti U Z
o> > o
°6 ra Z m +� 41
u £
C Z u°
ma°iOm -S d
C
O -1 n J O 0 0 O O
O Cc�Sa C) 7 O J O m " O
ono Q � ._ oo �`
0 N c °
R1 c`o c tc LL a LL N ea
E LL
4 cU m °) ax = n 2 Ucc
° a s °OamdCy. amc U�corn,`at=j€N�4w'do`y 2y Ovo mtc) x�omme >
w a Uf'° Qasncni mrn mye a c mma
g Lco
LL o m mrnc°
cL
OP om
sUo
o0 ur° cai m Q° o
mu c Uc c
1°
° ' ms m a w > o si
�
>"
H
N
c
N G O Cc CA N Oi N
v k
D N~ 7 C W
o
Q In\ j n
F O O O O N z O O
O J O
U N ¢ U) W
L
rn
L
C N m
Q C N Cn Q J O O O O O O J m
O
'L O m d N 2
m L S o
(n E 9 a n m
c J o- E� o c in m
w o �
O rn rn aLo
o
O aN >, L c�IYpOp I o o m fY omo o p o
.• w`• m r'� o 0
Z c c o _
O inc� ozn n
h o
U 6iL
r
O c
F- coU)
7 7 c
0
yn, tNt- gym ; I ,- .-°om I- pmpo p Z o 0 0
} me Gov o v I l p
U z
OO p, O�° .N+ cOi n
0 O 0 { N
W C[p a 0 C `- 1,--
1,111-1
'oo LO
zi O (A m p r J O^ J W Z r- ♦_ �- H O O T I I
O > J �-
O O Q J
C N Z c c
m
O m m c N LL LL aNi
0 2 c
•Ip "0 (J N LL U S LL U
E o C m a) °• 2L a2 r C
v a.E', E 2 m > om > e L 00 t
C E O U Uq OQ) c N � oLL2 Cm7 a N.
9 O
m a a) .2OJ 2 0
m E0 0L c¢ .0 EU
oN
DtmO OtnW >O do m o o w o m
2 a fY 2 L n YJ (0)o 0¢a
N U W mO
ho
N
4, t
d (O a' "r Lo I N a' p co O O >
T)Q F O
G O O t0 �D b
U E J J N N p <p ( .0ll
N N~ b
> OIt m o W
�03 -0 0) 0� 0- 000 o N Z o o � o
v U N Q CD W
L
.12
rn
L
O N
}a COC O CI'J O tp O O O O J co ppj r p
r2 O
a
b
o.�
E L S o
to L
c C m E o c u
O C U N O
rnCf) a h
>" L m a'O m 0 I O p m ff p m p p O p a
Z �� c G o ?
O fn c O Z n -
U � r
'a
O � ? >_
C
O
rN F-•h O b m F p m O O ClZ 0 O m ry
U O o U I I O
a c 3 z -
O O U w V
t E
w Ul 4) N
G O[L
lC) O rn
I-1L C
O Z J h O O ^ Q
0 7GI Z Q J
N O
m
m Ip C l0 LL LL. N LL a, W L.O LL
O cU m N a2t a2 U cy
E O N N p N O o d O L
N Q
�- � -
_ O
a
v O >
o fi m m N m v o LL ¢ m m o d o d o �- O cLi off'
y NUay o� a� U E 2 c c 2 �
C ac m- v o E Y m m t m o� ro E Y rn t rn o E U L Q o m m o
v U m in > > m U m �= m v o a o o
c[n O c m -• d m o o y o w I� c o o o w _'o w m l; c o v es >o c v E o c o a ct .c
(� t o<r n iLLi c s L U 2 << u �. a s ii u� a U u > U > rn u a a
N
,O C
� ro 'or O O >
N G m 7 p10
S m W @ ap [p W
\ E J
m N E 7 C m M
? OIr W
Q m\ j Z O
mm I o F omo o N
j m Ci c,o
U N ¢ W
L
L
y O N m
Qy M O V'JO�
C p p c c
y N N C
-lull Z
14m A L s o a
� L am s
J 0 c o o}a E= o'o °E
O co2.N c,Ua Lo
w2N C N ra Md'OOO I O O O O N p p C. d
Z c e o ? o _
O iq o z m �-
U
a a O
0
N m tN!"!2mm I .- am t- omL" o 0 o Z o O 8
} E r v d v d v i l p
z
O aOa to Ob w V a
}� N•�Oy N C Z V
F Z m4) E d
m r d1
1�WOQo O N co`-JO O J thJ Oco O ° e- i,.� 0 0 1 1
N Ci N m T
R Z J r O O O O �]
O m z Q w
O cll m c R LL LL d.
LL V x u- V
C m (D
E a x L a 2 L C C
m o G m m
y> O d o t y p b
T w c U >> ° J m °' >• o
C E m U O O N C m Q' > V p N C m O N T c
o E y in c �, m tL 3 m a o d LL m 0 0 rn m m O a0i c
V aroi a m'2 ` w o uo. x F- E :° E '- E o 0 2 t� o. E m t c c o, CD
o Om t
N in cAi a w u m V E m 2 c c m m to E m 2 T c c q m O a m m ° E m m
d m ac m p d >: > >m E a U c m c_ ? m E E U c f° a > c a E c U E E c S
c m m c m e C1 m 0 'O m O m m I- m 0 O O m O m m m $ I- m 0 W o 0 m U O Q a
OQ a.W_ �� O. Sa 2lrJU2 �� 0_ SO. O. li (n K JU O `d J U `> rn U J
N
N h F C
U m(if
g a
ro C
E., P J N M e•; O �' k
m N 1+O o G m
> lY m O W
o CO I .- I_ O
o'+„N m ? N Ci N O Z O O J O
v�Ucov Q � w
L
rn
L
M
�JOm D O O O _j
0 > u`mi
fCQ O L 0 O
=a I ... m
o
°o c
` C C E, c N
J O o o} o'w m
O C aQ:Ei �U tL a
�w>' _ MSpOp I OO O � OmOO p 0
m.c m C O j Ci O v
Ozi� tz
a -
j a a
} w Nt-�o � I .- am ID
c. o Z o o CI m 8
s m z
roc � 3 m
O oa ov w u ii
tiWaQO N �-
JO �o p O O I I
i0 mLC :a > z '- .~.t M p Q
QI fJ
D� ,a c R u_ m LL m
tU a0 U.N
p a d c N
a Qo Qc 0 Smo0Tm Lmoo
�a
U m m m mm O
m
to c m U U
o
$
>C
0E m Eou o i
� m ` d U aoo o moVU rnE
o
a2JU2 MX az a, =Cmc 2 m E m EL >
_ E
c o (Doo rno aw_ 2 n JUo 3 U > v
aq a
N
O b
m~p tY oIn
��y O c
c
m 01� C c W
d O 7
tgUnot ¢ w
t
rn
L
o N m
O
.� N
� f0 EEL S 'o a
t
r
U y
d�'y L LL p p I 0 0 G
o) O c, 0 O p
I N T
w v•N r� O p
O — y
U S
a � r
C
O � O J U
m L N F- p o0i I �- ti�- a°° F- o o o Clz o o S
} m � tip m o cn o
ti U o I I
a; 3
lo
o �
� cos d C u
d �
m �
Eo,^a� o N Juna � � J Jo � oo 0 0
I°-W a N o o d m ^
o 2
t 'o w Z .- o o co ¢
� d a J
= i
o c J
omUm aLL m
= t LL= r
p a d v 7 9 °� > 'o m ° °� > 'L J m
,2 d N U m T al C U O
C E d o O p m o: > N c ., m x > m N C d d T m co
E N &5 C d LL m d ' O d LL m �o O O to d O
0 0 1- d o > 3 d T m in d 3 d o. d d ❑ J
U t ❑ m o 0 2 h 10 E c c o t Ur a c m L c n L L
al n cTLL n U_ N E d 2 c c t o w E d 2 T c c ¢ rn t C1 d 0 y m m
m m ac m o `w r ° > m U v U °c > > m u U d > ° o E o ° ° o
a n
C7 �Q O o m o m d F m o 0 o d o `w u m o Ir m C) a o m > u °\n o p a o
> �� LLxa � 2JU2 �� axo_ a LL cn xJU ❑ ¢ J > U > m U x
N
ho ,or p o >
d
m c
� m a o m m v
� J � �
jN C a w
NO o C
c Nc, o �
o p y j o ^ O J
v7Ucpv Q � w
L
O�
L
O ol
o co co
Q O '7 J O co 0 0 O O •--� ^ O
C E O O a
g o i v N z
CmC o L o a
` C C d E t cn
0 c r
J w O} L O'o ❑ d rL
N
w �LL' co poo —————-m
p p O p =
Z
a a c
O C
O
m co co ac° H o � oo p Z o 0c, 8
>. Np � m� o o� � z � I I
a c 3
6 oo � oa w u
�•�o= ami c 2 �
o m o
F-W o Q o .� ❑ Z J co Q o o ^ Q I I
z Q
_0 m `o C l0 LL d LL N
f0 N = LL U 2 LL U
co N E' 2o
L a S L C C
W d LL O d d U m T d C 0 a1 T o U �
d'� Q m m > N m LL' > d m d d -C co
C O O E U(n j LL 3 d .d C LL O 'O O .N C > j d T d
` D_ O
C J O S C (0 E C O S C7 O. C 12 L C C L J d ❑ J
L T d N d U : d O LL C d o LL C Q U d O a d ❑ L L
mNUo uN � E dx ccm � mN dx c � ¢ Nm m L uU
=T c m- d `o d E Y �' d m L N c o E Y d d L N o 0 .c o- o m m o
d c rn m ° m d •m >o o ami o `d v H o o o aa) o `m `a) I- m o m a o 0: a
C� ¢❑¢aw_ > �g LL2o YJU � :� o- o- a IL n JU ❑ J > U > m U J ¢ a
r
N
^10
cr N
� y
Q Co-j p C)O T 7 N N
(7 E :e T ^ rn N p
a k o; W
t�
� N F N ^
c �
� o o p W
3 c r�'hcovrov i F o .o hO-0oO N z q qQ:
v�UN t
fA W
rn
z
O N O
h
g O Ogici
pt
O O
CtCQ Q L
J y0,•,0 o>- t N N y C
Q c U U� Or co 4. 6
a+ � ul �
c,'7�'' OOO I oo O LL' Oco00 0 0
v •
Z �•� c e0 � O ° c
O N c o Z cn n w
IL
O
c
o a
(� m L N~ h ^ I v- F� ^ a co h g W q q O
CO
ti
v Z M o v 0 2 0 0 co t t o
ag 3 m
FP •�p z 0
Z m
0
E W N c�ago a E q
co O O 0^O O tL1 ty N h r-
h.
ci cs
0
c p CO c c
_ LL LL
aU m c l4 H m m
m g c m a = L a=ca
U c
E -Fnow a�m °�v
c C E of m ° m LL N N N C C m
CdR—�mc"Ucarn0r'mot mj,c=•pdaOi Sym�—:: S>dd °m c>o >o @o h 3 xm m c c
a) 3 CL d ° LLmN 2 o
�e rn
o r
n 9 EJ> r U N a>mr
aNZZENN pC� . Oo p
W a) o m 00 0.
mo o m a (OJC!J,a
L x U (1 CL IL LL (1) a: CD 0 -1
8
$
N
J% O e- . O 10 Oqi Ww 1 CO
E C N N CS (p I° 1 ti
OF 0 c W
c L�h �O � I �^ F- O .°n,`- h000O N Z O O �
D! j p
�Ucov ¢ W
s
_rn
s
O N h 01
Q c y CO O V J g O O C. "t3
O ^O ^
� Co
N� h O C
•Ri O L � � a
fn o
L
U
m
� yO+ �N � c+r� C, 1 OO O> � OmOO q q
Z c c o o °
(n = � ozm -
U
n a vEr
0 > j
c =
0
Nco O ° Z O O m S
"r 1 1 a
°o °� oaCU c uCU
o
� (D c Z
yJ oro ° n J o c o 0 0 0
N .mac o o d Z
o
oaoQ `gon
d
O O c N N m
.� m(? � N = LL U U.
0 L
E G d x L a x L .•. C C
c E E 0 O a li m d N c c ar ti m y 19 N c > > m > y - '4
0 0- v c ` 3 m o•m ° rn a 3 m `� `m o a or m O o
iII U'Chpa ° y c SBxhc mE �c Sox U' a c m ° cc L � y OJ � >
O LL m o c n p L .c
m � Unn� dv E � 2 cccNowyE mxLLcc � rnt rnOmEU o mm �
ymac0 momw` c ° > �m � uaU � ca °c > om � � v c 4 a > aE c (A cn � �
C9 °a5 wm � ��g °a s° a 2 of C) a. �� °a. m m a LL v> of 10 0
o¢ 2 mi > U > rn ci , Q Q
N
h o
w♦` b m b
-
G
ED o 0 b b
r � v W W
a, OQ~ (u o w
tm3 a .�c `nF' � mco I l- I- o .o � omo0 N Z o o �
O j J ED O EA O J O
w
t
rn
t
o N n rn
a coo Q� o � oo O
C Q p v
C c L _� o C
U)
J S O O Y { J '�
O G u N rn u)d b
z
Z J C G O
f/7 p -
U 'S a
li a -
p co ? c >
h Y n o
N 000 0 0 0
a, o 0 o r v o '�* o v I I
Q o
o
z 3
O J O w
GOB O C U
� a E y
ooa� o N � �Oco � � omoo 0 o
o-Woa o t ~ o a Z J N o 0 o m I I
o z a
O m m c N W ai W [Y m
o c� LL
m da2L
.o aw.4 v E o` ai>
W C U O T U J [T T
C E O U U O N (L' > �, N C N > -w0 p N C J w T UJ
0 o E f° c > y LL 3 a10i a m 3 u) ` w 3 m [2 n m 4 m m
A av� ❑ w NN o o LL x ~ c 19 E aci o � 2UE a c �° d cLi aci o a v L L
m w m E_ ->' m IM L En rn d N E E_ ?' m aci v rn L v, of - o E U L -'- o. o m m
v m w v d t ° > J m E Un > E �' V c 10 a > °� a Eo m N m o ow o w I- o 0 0w o w w 0 ° I- w o w a o m u E o❑aaw _ > �� n xa � � c» �� Lxa a u m � c� ❑ ¢ > c> rn U
N
m~p (o o:"t Lo I N O m o o
'o o A v
w
c _
o O Eon i
N T O h LLc; u-
w O J
Lm3 c LO
L nHc. m ') I •- ho = I- omo o N 2 0 0
aE �N j o N O N N O J O
W
t
m`
t
r �oN m
a � � � o �� o� oo o
•° w o
N o L S o a"
E o� EL ago _
c c w i
_I w o o> p'� � w
O c o'er o`u) o ,o
'o o I o o a) 12c: oco o o 0 0
� in cJc ozvi r• -
U
co
a
O o o
J o
o J
N w LNF-mwro. I ,_ I- .- �m F- Omo 0 o z o 0 0
r bow w O
Q o
a e 3 Z
O oo o, o-Oo w'o xu
Z m `,om Z u
F d w
Wo�ao c E b ur
O�a 5 N r J b Ea Lo - �- J t-- -j O b 0 o O O d,
I-Wo¢o o 6Z � J n000b ¢ I I
En y t '0 >
o y z Q w
v
m l` C EO LL N w d' N
,cc O N a u-
2 lu = L S L
E ai> o L m o t
O a, 7 u v m v J En
o w N c c o o N c > j _cw T w cn
0 0 aa, o > ;! 3 w T a� 2 US 3 w m a a] o y m w m ❑ O
❑ N C J O S C (� E C J O S U' O. C E`0 L C C L J N
... >,w w y w w o W m J Eo !A m w o LL Q w m J d u w o �- w O cLi _
wnu0numcl E = cc S cc a J
C fa w v l: N L O > 7'Y T U U w w ` O w Y T U U '� U w to w w O.
O C m l0 C N Gl A O O w O w w FI'I C C N C O w O QI w O C C O. > C > E o C U a O.
❑Q d W C > !2_____tl. = CL (L' J U > a S a d tl Cn J U ❑ Q J > U i toil (1 O 6 Q
Intersection
South 19th Avenue & Blackwood Road
r
b
LY co
h N C
y\ a
m c
= m o CC r. o M h 'o
v W <d W
N N F. C a to •1'
O(Z = C
CO\ U7 In W
jtc�f- 00p h. i v- 1" O N.T- F' c. "0O O N Z O O
> W O O
h C)Nco
t
} y O N O
O O y O V J c, O
0 0 O J O NO ^ O
O O
2 w j N y d a
m E �t a
o
U) E c c � E,c a 'a
c
o.� aNi s
II m O co 0 I o o m O m 0 0 0 o d
z V5 c �c oZ. o c;O — r w
U
z
a a
p _ c E
N m Nl-- .000 m 0 0 o^ a F- `a 5
o f o 0 Z o 0 8
U o o w o u°vi V i
�coZ ami c
mwom� d �
az3 N JO � � ^
�WoW °
0 0 0 o y z ~ o CINo o ,:c 1 1
o Z Q d o 0
c
O Cp m R LL LL. LL
U-
N m
R o c m m y a n2=
p o = o ai j a oai� o t m o t �_
'�- m.0 m O C m m m c u m >, ai o y '� 'm m �, y
C o o E N to c °� LL 3 ni a a) g to d �-CU tr m m E N o O _ m °' m a) 0 €
e 5 o c °: 3 d a d a, w d L] J m
>,dNd 00, dfy o oLLSI- c E E oLL S C� °. c La L c c oa = m L t >
m N E N 2 c c a N m o d q a� o y N d o ° LLB
5 =
c o�16 c a co �' aLi r°a 'o m 5 'v U c aco
> > m U a�i c 'a ° aUi a E °' ° o o
c o a o o m !- m o 0 o ar o d 0 m ° F m o d 'L o R u c 0 a °.� $
�� aSa � � Jc» g a = an. LLcn � Jv o � J > U arnci � o a
b
N
OO MO � I ^ � N � �O 'n ^ OO >
�g o
\ a
IT-F---
c
0 r o�j Cv v
m N r4 C a N
O� l I
= c W
Qm a .a'n F O 0 v o h
V �° 1 •- FAO Nr 1' 0000 N Z O O �
O j ° ^O ^ m Ci O
v�UN t U) W
rn
O N
QJO00
S._ O
�
Ni a a a FmF o�.c :o c
C ccami Ery o a a ao
O c (D �coa
4
m c m r a m o Q o I o 0 0 o m o 0 0 0
Z to = c ozin o €
O — n
U '>
°
? (,4F•- �mo � i -
ml- O000 o Z o o m 8
o U 0 to v 1 I p
m a
zQ g c
mW 4), � E u
15o rJ co
W ¢ o0 d dZ
' .- 'F-j Mm o ooQ ^ro
Q I 1
J
C O z V a
G c
O W_W c m LL v, LL w N m
� o � m m aNi asL azt ,.,
m U a -� ja tm >,
C E U 0 O > N N C a7 d' > a O N CID N �. m U)
c c ° o s c c t m d O
y LL N o S U' 4 c L° d u m e a y p s L
dr�i° w�cNct E m= mac = C& E ° 2 _ cc vm o nmn uu
a)a).�+a7'p N .m.. L ° > >N U 'O U al C N ° > 7 Y V U U QI m C , m a � O `O `O
�^ C 'o C a W C GI cL r2 O LL = lL IY J U ^2'2 °a x° a s u- (n J (J D a Sc J v V O U OJ Q Q
c N
h o
'R Lo Q
O
TFM
Ic? c
C C o ^ O N 7
m E J :9 " co r` N m W m LL
O)
> O c W
L r N p h I F O Ln
B F- O p O O N Z 0 O
o� �N j O \ O p p O
v�UN t U W
rn
t
m o NLo
rn
Q C C O V J 0 0 0 0 O O J O p coo r O
O O O v
' W N a C v
19 O` L
c `2&5 _
L�
o
Ln
F- v ��� �o
woo p o
Z •" �'� c e ? o �
O in c� o n -
U
a
d z c
I- co c =
C,
N L N F- h -2 co F- p p O O
' p Q. w O O Z O O m S
U U Z o
o S , 3 y r
O ° a,Za N p s
'C pox a�i C u°
v m
E•� o O N J O h O H n J 0 0 0 0 p O
O C a O p J
ro a t Q Cl > Z '- J h o 00 cs m I I
0 0 0
o Z
c O c D
c
m O c O LL N LL N N
g cm'� a= s a-
O v ELn °�w 7 0 �' > m o m j o r aci o t
C E °1 U p O Q N > N C C a] � > O N N N (n
0 0` LL `��° o. •m 4 w m v `-T° Q
Oui
Ut N❑Z25� 41 c w = LL = ~ N � m Ulm o ° 2 U' .Q � � m OLcc >
d m aci mo > u U v oLL
> >Y -> aEi aUi a v ° o 0 0
O c rn� c Im d m o o v o o U F m o c p o a�0i 'o m m m o I- m o v a o E o ,� 0 0 a a
- � �� LLSd � trJ U ❑ $� LLSa a LL (� Ir IU ❑ .� > U j rn U J fi
� N
h
O 02
O CD er I a' N LL' O OD h O O ITRT >
O
p O C
("> N O tj M W
W O
c
N O
to3 c U� op'ioO
v�UN �
n W
0
L
Z rn
O N rnco m
•lfl O �L ;O C
O K
(n 2 c , W E L n o a .n w
-I w o o>- = 'c : w
O c u , ° mLn
a
O p
Z N j C O O O O
O z5 z U n -
U S
O o
N -aN H Q p W F p m p O p Z O O
° U Zo
mOro O m I I p
o� 3
o °a .n
•COY N
ICEC U°
�
cs o cs o `o
O C a N 7 O O m p 0
Q j moo
Na = C
O m Q c m V- N LL
.� O c m ry w a = L IL = U L
O f0 d' > O C al N N c
C O o F co > `- LL ; O. o ., LL 3 o N O
U N.N❑ O U O al O ° 2 H e N E c c
Gl T U d N U NU-1
1 N E O x C C L N N E U S LL C C ¢ a) a1 ° > j ❑ U U s
C c m v E m E >. m v rn L N rn E U o m m
d m (u cr o `m � > ?m � � � U m �10 N p > > c " a L° U m = ° v L v ° O o
U, c rn c a lu m o o ai o m m F- m o E ° o a�i 'o m w m` o F- m o m n o c > E p ° c 0� n a h
r'
� N
O O >
O
O C
m m.mej o ^ O O O
®p W v W
N O 7 W
j�F I tiO N F-
lo OOO O N
ca
OO O O
mUN s
U) W
`m
y O N h m
f� 4)O d VJ O v J p 0 0 O
_ O p
}aUJy
CC,QOfQ i Fb°E°.°ag i'ONh o0o�cy-•aWY°Noaa3°o`O
.O t aN 0 0 •- ,- c
m p o°uW�Oo Op O ZO 0 O0 JcvZvc+
mlSCmO
a aO
r00
o>
oU)CL
t. M
oO °Z
O � r 0 to m.0 ON M m
U Z
coy c( dm mrn c `oW .
N} moo oo a`r,
vo�
0 Q II II UpS-
aola
f
LL N I1.. N m
f0 O c m'� d S L a= U L
o ••c E m m e c
m lcU
p i N a),O N oa p � m
° LL m ,co
.o c Ec m EmOE0)Com c ° m W m oo ai m 0 I- m
o o
d o n xo J
o - o > c
$
b a
a o
O I-• f0[r pf
C
M O O >
h
� m b
U C C C
m�J d r M N a C^ O U O
O °~ � L O h = W
O,� _ � C I ,- F-O N F p4) O O N Z O p
f lU O O
�1U0° t
rn
O N h On
Q C O 7-a p c0 cl 0 O C, --� ^O 10 N
,..
r2 O213
E co
R t
c
(n
C°- =O d j t0 sm
O c .0.N c m a ,o y x
w m N m m o w o t o 0 0 O o 0 0 0
Z 5 � c o ° o
O u_ oZcn r
U
a, �o a
O
Cl) >
o
o ro o 0
U oN~ `rove I ,- I"- �m F o o z p p I t o
b e 3 Z '� z
0> c
ON to r. e- ..! t� J p co
o c0�,�^bin o
I-Wo¢o� 7 00 0 0 om m 0
10
p p Q y Z O
2 J
0 o C
'i0+ m N OC m LL N V- " N
m a c m a = a � t
E ° .. a xr
c ° 0 m� a m y �L° cO E �moo
oo `F m
o
@ >.(D m 5 Qf� m zo, c E E w o
ar w o a z5 m is E m= c m m in m= W c c ¢ m m o Gl u m o m 0 U
d m m..m.m'° to N 'C > 7 N U 'O U Yl C N ca
O > >Y — U ` N U N U t O O ~
rn m c m C! m o c c m c c m a > m n E < to a s c o m o d m F m o 0 o m om m `m g F- c
C7 o aw_ �� IL (KI x �� >n. xn. au 0If ` () aA5 `° , R, ° e o0gg
Q N
O >
v c
o G o o N v
m E c v 2 o o v cc
N N C C N
> p- o W
co I r O .o
O N O O
n U ov ¢ m W
L
m
L
N
Q C E O V J 0 0 0 0 O O J Om Gi ^ of v
O aEi m y m
l0 ° N L F o
a"
t
m vco
J o � o� E o _ �
�...:.._ L o m
O c v u N a s ° o a
w y `N T t m =o o f o o Q o o o ° o
� .. �'cm to 0 0
Ofn c c O Z
IL c
O C -
h > > >
O
N o �° o
u) v I l o
°
o U Z
3 m
O ° �b ° N w' U U
F2 � ;0 o C Z
t
m 4 0Ln
E _
E OI^ W p N �J L° co4o �- �- J r '-I 0 0 0 0 O O
o L a>i o o �-
0 0 o Q J
m
= O Sc c m
m N C f0 LL N LL LL' N
2 2 LL
E 0 cm 1. rd a = L IL
`p N O o W O t
p "O IL N N 0 > V N > t J O) T
4 N W U f0 T N C U (O T UJ I°p W W C 10 (n
C E E U m° N c m LL m E N c > > a� >' m 0
d o•- a 3 d w 3 m o m 19
` U0p❑ Hc mE c 02U' a m t a
N E E S �^ w m v rn s y oI a o E U L '>' o o o
(0 N f0'p N U/ L > > N O E V U C C N C > > l9 J E E U C a E o C fn O_ 0.
C m(0 C l0 N N O O N O Ol N N O O O N O N N N N O N O. O f0 ` O
0 d W S � O. 2 d � K J U � d 2 a s LL cn K J U J > U > O) U J Q
N
N
inmLo .- o o > ',
00 0 0
m E J m y 'h NO W
� E � a •- N o ryi � � W
O
No c w
¢m r j° o L rn o n
o w
L m
rn
L
O N O
W 0,
L p O p v
O N Z
> `I
f0 O L ) o z
U
� � t to Ccv Er a a
J 0 4 0>- L o'o
N T ^L M 0 0 0 I O O m 0 0
o?
O to c o Z n r
IL ° c
!- o o
to N L N I- V LO .n m F- O m O O O Z O O co
Q m O O O
_ T
Oi
Z 3 cOZ m
F W %
° IO O
Wcc� E ogo o TJ Ln
cq
E o N �oh � .- � rJomoo 0 0
�E? O o o m Z
o .c o o
0 0 2 Q J
O °
C C C
A
0 m e m LL w u-
LLS L
E ° c �° d a2t a2 c c
.o o f a ai> o ai>
12 UI N._ N 2 U N T Ul C U O T O N N y U U
C E E N 63 m Oc O m ii n.N o LL o N g oI v ° O
i0 U'°C °' N ° .°'. c o = >. c � .�.c 0 2 CE7 nm L c c L a�
91, °� to m m ° LL ~ m ° �- ¢ m m Q ° m O �' m cLi cLi
y U U O v U U 1) E S T C C L N O N E 2 T C C O L v m O E U _ O O N y
f0 N (0'O to N L > f0 O E U C C N C_ > > (0 7 U U C C N 2 > C O>. E \ C u)
�n C 01 N C lfl C d 19 O O Ul O Ul N N O O O Ql O 71 U) N o I-� N O N O. O CO y
V 6. W- '2__�d 2 d K J U Z d 2 d ti LL I/J J U D Q J > U > m U OJ Q Q ti
Appendix H
SIG/Cinema Capacity Calculations -
Signalized Alternatives
Intersection
South 19th Avenue & Stucky Road
.y
WI
N
e0
'uI a
0
a
u d.
00
M
u 7I N
00
7r
N Cr 000
acn
N M
U h N
ul
00
CD
CK
b
G M N
O O 0 y C
ux > a
v m C 0 N O
_W o o C7
Pk O
C m
�q U
u7 Z V U
o 0
U C'« o ¢ n o N co
y,O•,-�j V Q N O P�
f+ W a p T N I V
Q I N o 'C
ltl g a O a N F W
U q
Ue p 4
a1 z F � O ca j ry 0 0 p p N V
J y7 a v q
rill
Q G
v
V/1 q EO
•� �nv°i Ea 3Foory o00 � �
0
E o _ n
O
N
G O 0 O= a o
UYx s c a a
G U e o Q > ; " G� m a a mo
u FJ �1 m 3 z m ewe a awe wa
y �V
WI N
a �
a
m
a
•� N
+�.► x a —z- N
Ch
ir
^ 00—
�
oo= m
goo �� a
kn
U O U N
C��-C••31I � „
Q ¢ Q]
B T�
CJ L p
Uto
0
.9w� q
� g I
b I �
u
n N (n
O D h v Q L
ZW ate ° I Um UC
a"
�Qa
F' rvl a' o rn N f=
IL•1 ��a � O I a
T�I Q Qu -I h Ic
V1 O N
• ao qr>5 3 � LPN 0000 T �7
u 0 U o O V N
0
v
I
rn o U a -
�.y
yl E N ry x
F-i Q U in
a 0
^ IV fV
V 6 O N S
T
O v t
V1 '0 O N V
a� v rn •• 3 �u
W F a m fQ p p� S ' O tj pi q u 9 0 5
w m a � aao ww fnww � zr�i, (7r w ��
S rn
�I
N.
N
W �
U a
F
NI
m
� �N
^r
ao0
1Ea U N n
v�ioU N
> N ri h
cn
.r Q
O O O
x o
+{y by CQ7
m
0
" � e
y
a
,n a u
NNN y
C5 < n o n�
_O•� U O N G W
zgo y n oo N I �jm c
a
a o ry
Q` o
�•/1 V] Z �+ � O
.J °
"rw W N O E
3 o U g a a
^� 0 oU o o N I v
�.y
�I o
O
°
O
O
fV � N
°o
N F 0.1 F1 ry� W o °u
d z �y Sm p� u
W vl ry, o P. e L f 0. ry�l C7 Yi W U
ram.V1
N
}
b
O
N
�+I N
F. n
p,l a
m
a
� N
m
vJ00
p ��
cd
T N Vj O N m
u C dj N
rn o U h �+
RS kn
10
A
ro Zi o rn n
Qv> N b O C
u O
a d
o
N H a
Y U S
rn
•� a O P N T
v v
/� N
N
C�pp v ❑ Y
z 9 N o °` N I U m U
7 0
° p ^ � a
FN�'•7 R: O ? N E'
U �
0 9 O I O
>� O
U aCC p z (, N O N .7 m 0 0 0 0 ❑ N ❑ '.
fn �D m
ry W e > o U
' uO N G
_
v v
m b, .d
N 3 O O
_ U S N O �, 'd•� V
eN
O
� a
xCi
^ O N I m
U n
a
U � N N N � {• O G: N � � N O O O E O O
Iu' C O N
.4
Yl b
r-I r7 a O T N
O h b t
C m N V V
u0o
°c x Im
v
p1 {wy L� 3 0
I-'W W R1 y 4 EE> f0, C7 �o L fA [[LL qq G1 k
N w U
0
NI ry
I a.
0
•---ro
nl O D
° cn
Q > r
� ¢ �� N
NZ, 0
ti-r
b N
4oa
00 00�7
.YUp N N
ula0 r M
s
10
ttl�r O h M O=
N y U C
U � �
zO MMO
L 0 > V N h O
2_
W Z �
� V U
w �
9 �
Vl rl rJ' p NN � y
r•pb = G Q N oCr
Z '�NI U
a E L9
U F O =
Q r: a o
> O N
� 9
.G � O m N •1
ca T u n C ou
00
.P" aCO 5 arLa
N < CC
vl O U o g ry I o
VL4 O d ry J
T I N O
p l
R
c a ry U
2 u s ¢ u
M u ° a ° Q O>
e0 G un � 9 � .. oe
N F+ m FI W a1 ° x >E �F u `� u u
w m w a a d x a o w w y z m E - w U
aw3Zv�, v ?�
S�
O N
N�
n
a a
v�
0
x
r? �
;on ¢ ��
u
W m 0 7 00 O
R:�O UO TT cl N r'1
X a U
woU n
N N
N
O L1 Q U
O Q Q U U
d vOi d V' Vi
N
O
C O O p
o O H N W O
°
NFa �
p�q7 a U
Q W z
m
I
e m N T
(A fA m C G T m No
o
zN a ju
Y p
a E w
tFtl�'✓OI Ri ° a N F
H P
v � a
�I
m
u
V1 y O� Z ri p
u .a
V� o—s
• 0 0 o c o
t acUJ F o o a a
tioU rn m
u N r-1 O O N y II
o
a
a a d a H d v
N Y
a a o
O t t Y ~ M
J o
o ° N
5 in
N
N
�I N
0.
N
�i
O
V� d ❑ tr_
U
^I rn r m
a 7p y N N
.Y N 7
U p U N
n m
� Ul SO 7 f
I---
MMO
W N N m
N O O O O
[�U
(� U O
C, ------------------ T—
E
Yu
U
w h
O m N
W y N G O T 1 W
�N I
z �n
F >+•o� a � � N F
� O
O V u
I a �
a ci N I w o
> c a m o a a
�I > a - > c U
75
•� R:N fp � 3 F• o o N o 0 0 o UT � � �
uC)v 'o
~ W v
a G
N m N ¢ m
G I C u
� U
a m
I C O
a a a N m N
0
9
7 � a
v
u
N F W Upj a a W 7 z 5+ W 6u
N
O ry
NI an
a�
a
0
a
� o
u 7
con Q
-i�, x Q �• N
�I a V1
1r�� u1 O
--
FCT
uOV N
� Gov
q v
O w Q q q
q�> v v
i o i
00 y m rn Q
0 0 0 0
m'a � o
u
ri
c�v FM .a
* 5
•� U
r m
E N a ^
U C o P.
F Tv�WIC a � a ry � a W
V1 VI .c`. eli n o aci h
u
•1� go 7 c H o ry o 0 0 0 ul
V1 u v 3 0
En o U ,�
�'N ci - .- u rn X
U y N O
J
^ w O F7 ❑.
o U >
� hl
p E
O E u u tl
20
w u .�.1 a •' o ' q c > > ? � o � Q .a .a Q m
ma maw mc7r vc?
.y
yl ry
¢z m
0
a
N
°
O 7
2
0
cG o 0 0---• °:
rn o U00
«
�I
O v
O Q Q d Q d d
yt o r- m
r- o;
X> o v M o 0
N
O a O O O O O O
�MO+
La y W C N 0 0 N O
�d O O O O O O C�
Wa m o
m
-� s
s
W * Pa V V
w �
� � aPONxm G c a
v
W G VJ G m O N�p
�a o a N I U D •C
a A w E Q W
O
O
> ° c dv
a v o
V1 y rn Z m o I V �n
u
•1� N h E 3 F O a N O O o p U 9 a a
lid po h o o
�I 2 co..� 75
N
kU
o U m y fn
.. N N N
TWuV ' l+J O 6 N eV O J
Ln
PW
1�7 a O N Q C
v o U $ t
i
Hv�
ko x o > pVa°
pa W U
WE+ w N � �ae a � aw m' a 'v�, aw � �z � 5r
c N
WI N
p°p
al a"
m
a>,
.�E N
> e
— N
-------------
.ter --------'-- v
00 Ir
fx o 0 00—.
m oo n N
7r m
T
(•-'�0 7 p 0 O CJ O
RI O O n O 4
to '2�Si > O O N O In
WwL o O o O O 0
+ O C r
P. a� a a H F a S >
♦ Y U
d
¢ W z En U U
C7
M N
C C L
L1 ro U u
°;
Co„ q L
vi o
H
w
W $ O O N
qua 3 I a n = a a
v � � j• c v U
vI 4
0 0 L:j100
in
U
T O
I _ p
V1 O U
a
-
v� O
M N fV N R F O o N a M N 0 0 0 6 N > O J
° N
O � L
U �
v u
O°
U
x r m a
a a
ge
W Fa mj e a c h a o m' aU3a w 3 2 vm c7 ? w vtj
Sti
e
0
0
N�
N
a
�o� a
o°
a
.—ul
° m
�I w--N
v -
`N
�I rn
----------
coa 7
0
C r�r N N
Vi O U ^
� r M
° 3n
a�
�Q O ' O O Ci p p
O'4
�mm'Jj O O
w O O O C
O � v O
¢ W z U 5
V
r �
uJ
N b Ci ti O N 0.i M C O �A
� u
ci
i Q u
a E a
4 p P N H w
00
Q V a O Off. 'C
l/1 VI rn ? M o u
& ul
N V] 9 •'1 a
m
U]O U O O P N x C
N ^ ^ a
$ � N T st
p I - �U
m N Q
o U N
I'7uWV� ^ a N N J
.al a F
o a
t+ g a
o L d c
_.M
(q
N H W F in 0. W 5 �Z v�i C� �' W �6
rG+Vl
Im'
N
- Ngoo
V
O O
N O
�q • u
C7
M h
° 9 u
C Hp u AP
zN
►,� ° ° o
(•1 v
IF�M OI e� a u 000
u
> O O U
vrrwwLl � Q� •� fit O I C �
vl .0 b
•~ W o o U
O N ° r•� O v
E ms° 0 0 o I a o
V]O U
-Eb
c cr.7
0
a
p1 a
,Z,Fx q u ° r d 94
J J
e a < e > ° yUH
NFa w ca � x � � F c7 x � � (A �p
w `�' ae 3 waa w' a inaw3zh0 >� W
a
NI N
n
,lyl a
o"
u ~—00
V) r—OM
> c
- - -
z'"
Ci -�
Wn
~ 1
05
rn O N m uo\�8
noU a
��y I
j O 0.l Gq Q
�
Q
CO n N O b
CQ b 7 O Ci O
o a
CD
o 0
rq
Q w z y U U
r
rn
� W
Y
0 o q da
a
aW O O N y W
' I
a
�I ry E a � °' � •c
a
•1� wT'�`1 v°1 E � F p o N o o p p U ,y .-�1 .�-1
I� UO o
V)O U 0 0 O a N I C b
• VV �N fY c4
F cCC9
O I to m q
„94j
.. o
e
V c ¢
N I m k > o u
w i z vow e a do. e = sm3zvm, U ?� w �U C7
S rn
0
NI N
a� a
m
a
01
-�
m
>�Q% GO p N P
Yvu D
�+ ul O U 1 f
N N
N ^
O U Q -
TT 5.
O U Q Q W Q Kl
QT
1r'•r11''1 � Q..> N �D l� Orn O l�
O m
� O 4
O O O o O o
O O 2 D n
c E
Q W �q � •[ U
z Y N
N W m >
C ° •, o ° O o F U
�n
v _
oW
C oe
z., z N a o a N V oo u
2
U
/w1 v
v` C, O O N I Vl
N a
•I�•�I o O F G O N O o O O y a a (y
Ln
[/1 O U N N ..1 o rn ry I II
O F IX CC
M m
� U ;° O
G 6 cs1 71�
d a o •C
O u u u
y
+ I] E > >
� a a e F > o
g V a e
0 0
NFa awe
�y
N
L N
'C
�i
� h n
i �m
Le ---__
�r
L'
v N ON N m
R N oU
CI m
N h
a
m v a rn
u/
!_^W^
m
F�
� o 0 0 o c c c
�x
�
+w' o 0 0 o c
CJ
nEa,
N F�
* p]r B
W z � U 5
r
rn
O m N
9
L
V1
a
tyCN o n I T L
7 m
o C o o v a
O Q f7
O+ u
TI'1 •� p� O � N ��J
I C �
c61
Ri o o
Ri
1•~ m o U � � ry a o m
E •� qq U N K
E., rL
N
•� C
rl
O
.0..1 � v
Nix o r E
oow < E 9v � x o9 0 o < Q�
NF w3zvL° xa � aFw � z � V � w 12�
�i
]�-
V) ------------
-------------
o U
R1 U
O q
M 10
`I O Q R1 W U 4" U
v Q T
G =°N r'• m rn t� rn
Qv> vmi T Q` t C cV
cn
o� 0 0 0 0 0 0
c o
E
N Fad, a� q a [-
r
a ¢1 �I � •G U
Q W z cn U C7
N
x. ��N++I O
6AC >
T. a E q
Oo
v1 a p a ry h
O� p
L p O O N I V a p
OU N N ..]
��yy ry II
�IT�
., ..
ce
F w u: O ri
o U ry
a a F .] n m N F• 'i
O L
-------------
e
----- ---- ---ci
0z 0 E u u m
a
NHa
a .a a n. o ma rn�P. w3ZvQi0 w ��
L N
I
Rai
a M
�N
Q - - - - ---
�I � � N
- - -
g o o 00 �� �^
ryy O
Vl SO M
00
Con
a "ham n v
VJ DO
°x
o N d a
a O 0 N O
+ o
ro
W F°� a 94
U
con
W Pa U u
s �
I
u I
tl o, S
"�i WI h a p O N
O
CC .G
of � F b p0 N �-• M O O p p ^ O O
o C, I v
�y E 3E, ocN oopo �' � a a
uov cc� i
...R1 G O O N I G
inO U
-
M U
V ^ ^ ^ 41 O
r
h ^ >
MOB N a ^
zx
a tp a e O N !a , U C �i a a m
K o d e 3 °5 v
w y as axa" e wa nww3v� � � w �M
��
�wi N
ai a°
m
rnn h
-.
v1 Ir—
o Q 't
�+ cp
00
CL' o �
o —` --'
i 0 m m „
Qu �� N
rn o U
Vl 4 A v> of O` p�
cn
ch N m
v>
>C N N N N
O CD O O O
z x o O N 0
a y.SG C p p
N W`2 Wv v o
e
w �
•� O o z
° 9 U
Q 0
U cF
0
O N U m ^
O
v
�•�wa E a W
0
3 I r n
�y e
j e
cn 9 °
:3
a
VL u a p P N
0
U O N !00
O U H
�I. n ti N F O O I a O
ou
U r �(
F—I I V r a
U e O O O VO g N C N
O O 0 0 u p p
a a p N O
O � t
m a
� °o o ¢ u
°
+ p" 6 °' Q F o a G fi
p u o m u U
a e a a a e ca `m a w 3 z
Sti I
b
O
N
�I
ry
u
v� a
o°
rn t—'n
771
-.
�y ry
r1 �N� �
vl o U
�V
p cq
T
O
� � O
a
NF
4 W z V U
*
m
C y� I y 9 O L C CU
� n
m ^ 4
a p z F.
E
n
'~ a O p O p N 0 0
V1 +Tn
a�� z
w o U o
O n .F.7 �•• N O C
O O
C V N L
+ 2 o n A > H > > 5 a'
NO
C °
�-- `-r-
- - ~-O---
oN_
___------------------- N
NaW
7
A o U
cl V) kn
En
V 1 < w >
cn
E N o rn m
U O
>C N m N
W'O y O O O O
O 7
O O w CR
N
v�y
cq CD N F.rJ O O CQ
+w Pu y O
0 ID
0 NFa
U
Q W (S1 �O •C U
* y
O N
�4 a C4 o I O o C fA
o
4-1^ .1 F b Obi ry a I n O O p O a e ^
C ci
Uc ¢ ' c oa
0:o
x, N� a o o ry I U ,o Ic
v q a
rya b� E m
!1 L 9 z U
< > N U
C O O N e
a rn E 3 F o o ry o 0 o p U� g a a
cnoU p o a ry I a c
N a n
J O m O
o U v A
N
a
V a p N
a a F a e a i v
c e
c U u
c _ >
h
0
O O
N > oa .4 q�o
NFa - N ° e a n+Wu > 12 InI
——Vt
w u�
��
e
0
NI
N
m
.—ono
M
> t _
1_� Q
r -�
1�1 ^ m
� rn
W O p
X
co N N
yuyOh �
F 8 G N
vl o U
v1 t N ...
k> o
�Q o o c o
0
a x 10 m93.
N o V o
+W p
�a o
� G
• U
W z U U
Y ti
y
u u
0 o p � A La°
z �N, h apaN ..
w
i•r 3 a
Q a m o m
U
��\ O\ v v > O U
V1 Uj ti � m p I FCL
rrww Vl
•� N Go o �
8 NN p I V
V1 O U N N G O O N
a a ¢ o
F p IC m m
O
.. rl tV �O C F O OOi. N CC m N O p O E O > O N
O
.. O
o >
h � _
C
u
NF W 3 a aQaa. � r-0a mww3zvi C�7N W CV
Sh
0
N
�I N
w
,ol a
0
a
-
y Q -' N
7r
goo to
� o
P moU r m
N N
N �'N
C1 Q
V1 < Q,5> O1 G ono
q Qv> O °O o
0
d
N
N �•� O C) NO
N O
e
U °
W* J 5
µ2' cOiO U V
y
F C 9 r
m L
O a-
-
° V m
[ ODD = 6 f5 OP.
O
Z. N
>Q u u Mt
T M W w � .>l
� as
m c 0
C v
vTTww1 �J � z �, Cho
'� N.,Crp Ea 3FOON oopp u �, a a
U)O U p O P N I V O
p C m U
.4
N G V
O n {
'no10
w " sae a < � we caa maw3z � c� Y� w ��
SN
N
NI
N
I �
o °
0
--------- —•
oy " Nam. N m
h
Ulsu 7 r
M
^
N c�A b
< A ".> ° o
N
�o0 o
z o o y C
a x ; a
+ o o o
ooa
NF
U
x �
uJ
� s
ti a ram. u
0
o mo q ca
y
o E ¢1
om
wl � r�
^
�1 U o m
//I••r � ¢ v � � o U
•r•I 00. a m
arv� v 3FoaN OooO �a a
o U 9
1_� p u o
l "m u"
VJ O U
b N
o I O N
^ o
a o_
171 ^ u
m.d g
two a xae m' a naw3z � v � w �U
N
O
NI
N
a m
bl a
0
a
u �
Q u ter_
- N
________________________
O h
0.5
yT m
N N
r + tq oU m
m 7i N ^ ,�
< A L rn n
Ty p cq W w w
a
N E tc
CQ
Z c U U
C7
E $
U C F 6 A Cl!
N m
O
b o:
CI
z
u�
� ' '• h D •C
ue > o U
V1 �
Pi NN E 3 F• o o ry o 0 0 0 a a
IM w o U o o v 5 e
^ c N U 4
o _ r, lb o ?C
oC ry m m I c bN
_o
N O r
O <
� a .a a a e W a fnawdz m [7 ? w u�
Sy
Intersection
South 19`h Avenue & Graf Street
b
0
N N
fi v
l¢j m
v
rn
O
+—N
rn x w --
a 0 N N -.
W ON U N
m ~
�o U
tn
q..> o oc
vZ> o
O.N�.> o 0 00
N u o0
u o o 0
0
P, o o N o
oEa
W Z co U V
r
C7
h
z
s �
a o
U c n a o H m
C O� = Q o of
O
z o .7 o rn ry I U m C
q U 9
9
� ¢ � •z � apoN
t.( o o to 5 a c
� VJ
V1 N�v vi d
I�7
�.�1 C�o U Jz•, .,� o rn N _ c
ci
N C]
N II
o U
uTWV O p ry G .-1
o �
N o o Ic
pF
N t � 3 � z � < v � a I�oo
F" a a �
00 0
� a e adaa e wa 'v�, aw3zm5 � ��
� u�
0
O N
NI w
„I
u
b
rn
O
—00
C7 -�
4-4
7
N
�r
U
x - �I a
r C—•
u v) N N
h
O
C)o u
En
En
10
ri
i luv; Q T
Ll
N O
a �
W p7 p� C U
Co
u U
�1 rJ �
^
GO fA m O
----- ----------
o a o g N H
0
eppi,,QNI�m p a v
o
.a r la
h m
----------
oI -----------
G�O a o U
a
•�1 j N 0
vl•• >
rn o
C7 O U 11
EO •I orj' o x
o U y e 6
y
f''1Wu''� .r .r •� 6 a
O
1✓ F � .a h m N � v
o v t
U
N �S t ^ v .. a' v .. u
o m o
[A �p
' � � S
h
0
N N
ul 0.
U
4j
h
h
C w
Q N
01
� N N
� 0 80
�r�yl
�'v O
^� o ¢ a M
o ra Q
5> 0
o� o o
o ^
a � o
tmvF� ..1C7 a a � c a d
„ � e
r �
y
FCi � b u
ma o F O O
O W
ti Q NI v u O y m
m
C N
a
00=O
�Nti E 3 o O u 5 a a
io dy
N O
W o a a ni O a t
.° 4 U c i
4
pm� E U
�' '_ W
5 z � a. v a 6 � ao ma. 'v, aw3zwC7 � �C7
C A
b
0
(VI ry
a� Ci
u
r
O N
w—h
M
pl �O
7
C
q.110
U N
N
CI
TF
o �
U t�
co
R7 yy
Om W eq
0 7 O O
00
O
x > O Cl! 7
O O O O U
w Y10
b ea y w o
N
� E
r �
b m
V a N u _
O
n Q u t v
mccw
v 'S a' o N Fy
qv 9¢y �C I p¢b 3
o �
11 9 u
�
7 9
> r
vou
—
�~
u _ U .^. X
J E °�4 m o
�r�{7 1a Nm
O ^ m y
I�1 vNq� � U N v1
V ^ ^ ^ YJ O
u a o N a F o c
0 0
o U a
g a
m
a N
zOz o z C 6 VF.
d
{C� wn�. 0. w3Zv� (7 � w vj
.°
N
O N
NI
lD
y� M
U
Pri N
14 r�
V � _
>
� � M
w N
fn h N b
N
N
�y o
G
Q v> N O M >
c`7
N 7
OO Oa p p C
x
* U
N
b � G
vi a a
�n
~ o F ry m N m
U G m o � � o
N O W
CLAN y N o a m ^
9 C
� a o
a
•r�r�� C N N v 3 F o � N o 0 0 o U y a a
Irk w c ti 'o �
UoU 7 o m N I v x e
T c
►�1 Ea _� m � � N X
FX O m N ¢ m m N V a
wO m O
^ o
N
O =
r U v
0 0 �.
2x
EEaa En kcc, � 9 � �7 p7
N
O
N� N
n
al a
u
En N
4 � e
u m
C
�0.o 00
W o
N
N b
In
o
q.".J> N rn
U) U
a�� v
10
q..> N
U m _
O x c m b
zO nO o 0
L O N b b O
CI
w a
G p 04 U O
NFa �� rli
>
Y U 6
r ti
'O V
< n6,2
a a m
e
yo� A N L
w >
a ry w
c,9 _
ct
O U
a9i
Tf1 Q FyJ u a. o N
a C
M4
CCt C7 0�� � � a o
oU
N - c5 k
o
to O � in
yy o e U N [O
�uV� WW o a o
a p
a a a °p c; I `
a
V
O ^
b a � n
O0 p u
"d a
NFF m3Wm ox � ao
S in
Intersection
South 19th Avenue & Blackwood Road
NI
9 u
A m
O
a w
v
u O
> 7 T h
Q
o
W oo
O 0 0 r N
b N N
N�0
!A o U M
O
t
o
T
Q v
U 10
O0 O O O O
O �
z 00 4
I+x > N •• tb�l O
O
W U O O L1
Q W w U O
u
Y
U1
C o I u b
�+ L
LC O O O O mT U
O
z a O N I U m G
y V O n
U
F, ��o, ..a ap � N F w W
v qti v o �
cl
u
o N U
u
' n
O C�. O N X
T O
°° -
o
m
U ^ N W O o
o a
94
0
N E �t �n ° �5
F w z aoad � n" � w' a nnw3 � vC0 � ? W tY
S�
NI
a N
m �0
a a"
v
3°0
uW)
W w-00
N
7
ooa
o00 z
b
N N
,co
CI o u a� m
� I
7 ;
R' n
E
m < a a
QN> 2 JJ
o6
k j N 7
O b
O O O O
O O v v
3x q �
0 0 � o
o �
� o
w�
o
U
a W+ Fp awl U U
z
nn V1 �] to U .ti
Ll
o Q oa
za ti
g o � ry �
a
o
v m O o
V
o
9 O q N
� N
•� 1110 l a
�
u o u o
Qa O U p rn N - p
l O i O
a h ry C
O a m
yy Op I o d y
a N a N O
a �
O V N L
oq
If
00 ° E v v a m u
N E+a W 3 Fp rtpi,
N
�I
-0 ry
m u
O
f1, n
V3p� 4L
X
In
ca
� Q N
Nab 30 o y In
1�1 Se o m a
^O U N N
w o u ,� r
0
09
N v N G ~
q...> o b d
0
0o a o
' = 't o
P4
NE
N
z U
O �
VJ
U O q v c < v N n
a
U tl Q 9 O
.-1 0
Q� � a vi �• � 'C
c > c U
a• � h
C* 0 C, v
� 0 0 S E=�
�D >
R1 o U3, a o a ry _ c
O
a s
a v
0
U a 3
0 0
p1 µ� v xT .fie
1OF+I ry
W OUO
�i
F
'U
3
.4
m �
Cl)
u �T
o° m
ON N N
mop 7 �
„ n
�y �pg O P7 Q a1
U
� T
10 m N
O
OMO H h
W > N o°
y( Vl O
0 0 .�.7
N[-
°
/1 Ul
u u
U CN
yo° �Iyy
F o -� O W N I •.U°.
a o
°
U 0.0
W v
Q ° a hC9 N I p e u U
rw1 a .6Gp
x ^ "
005
■� U
m v C
0.1O
o I n �
0 0 0 o a
eU ^ Q ry O C
0
C
s � v
H �
C, 0 (�Aq �1 v x ° >E o ti E 9
w m Fu .4 a wa 'v, am. —Mtub w ��
Sy