Truckee 2012 Pavement Maintenance Program

Transcription

Truckee 2012
Pavement Maintenance Program
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Page ii
May 2012
Executive Summary
Town of Truckee Pavement Maintenance Program
This report documents the development of a six-year Pavement Maintenance Program (PMP)
for the Town of Truckee. The report identifies pavement conditions and maintenance strategies
for Town-maintained roads, trails, and parking lots. The report identifies a schedule for
additional work, rationale for the continuance of both short- and long-term maintenance
programs, and program funding. The road, trail, and parking maintenance provided by the Town
of Truckee can be divided into three primary categories: Routine Maintenance (crack sealing,
sweeping, pothole repair, striping, vegetation clearing, drainage, etc.); Snow Removal; and
Preventative/Rehabilitation Maintenance (slurry seals, overlays, and reconstruction). This
report focuses on preventive/rehabilitation maintenance.
Changes in the 2012 Program Update
Although the approach to the PMP development is similar to the 2008 PMP, several significant
changes are proposed as discussed below.
Measure V and Functional Classifications
Measure V, which levies a ½ cent sales tax for road maintenance on all Town roads, did not
exist during the last PMP update in 2008. Instead, Measure A was in effect. While Measure A
also levied a ½ cent sales tax, all funds generated by this surcharge were earmarked
exclusively for the repair, replacement, construction, or reconstruction of Town “backbone”
roads, which represented approximately 36 miles of the total 152 miles of Town maintained
roads in 1998. Therefore, the previous plan developed cost analyses and minimum condition
benchmarks for three road categories, as shown in Table ES-1.
TABLE ES-1: 2008 PMP Paving Plan and Minimum OCIs
Road Category
Proposed Plan **
Measure A (backbone)
3-year slurry, 10-year pave
TSSA
Non TSSA
Minimum OCI *
75
75
65
*OCI = Overall Condition Index with 100 representing the best condition and 0 representing the worst.
** Note: paving intervals reflect estimates based on assumed rates of roadway deterioration. Scheduling of paving
work is driven by actual rates of deterioration and the minimum OCI benchmark
Measure V has since replaced Measure A and provides revenue for all Town roads. As all
Measure A funds are projected to be expended by the end of the 12/13 Fiscal Year, this PMP
does not distinguish between backbone and non-backbone roads. Instead, this PMP uses a
functional classification system that identifies each Town road as an arterial, collector, or local
road.
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May 2012
This new plan evaluates six primary road categories, as shown in Table ES-2.
TABLE ES-2: 2012 PMP Paving Plan and Minimum OCIs
Road Category
Proposed Plan **
Arterial
No slurry, 6-year pave
Collector
TSSA Collectors
Major TSSA Collectors *
Other TSSA Collectors
Local
TSSA Local
Minimum OCI
80
70
80
75
60
70
*Note: Ma jor Collectors i nclude non-arterial p ortions of Northw oods Boulevard ( loop sectio n), Glensh ire Dr ive
(Dorchester to Town limits), and Dorchester Drive.
** Note: paving intervals reflect estimates based on assumed rates of roadway deterioration. Scheduling of paving
Former “Measure A” or “Backbone” roads are now classified in either the collector or arterial
road categories with the exception of Coldstream Road, Keiser Avenue, and Manchester Drive,
which are now classified as local roads. Local road designations in this plan are generally the
same as in previous plans. The arterial and collector roadways are recommended to have
higher levels of maintenance than the local roads as follows:

Local Roads: The maintenance interval recommendation for local roads in this plan is
reduced from previous plans as a result of pending funding shortfalls for road
maintenance activities.

Collector Roads: The maintenance plan recommendation in this plan for the collector
roads (previously designated Measure A) is effectively the same as under the 2008
PMP, although the minimum OCI benchmark has been reduced from 75 under the
previous plan to 70 in this plan.

Arterial Roads: The maintenance approach for the arterial roads has been modified in
this plan from the 2008 plan, with a goal of providing improved average roadway
conditions on the arterial roads at similar cost to previous plans.
Changes in Funding
When the PMP was updated in 2008, the annualized cost of the base level road maintenance
(not including TSSA’s increased service levels) was estimated to be $2,880,000 and the
forecast Measure V revenue was $2.1 million annually, which resulted in the need for $780,000
annually in non- Measure V funds to fund the PMP. To address the remaining funding gap, the
Town began to annually set aside $500,000 in General Funds for use in future overlay projects.
The remainder of the funding shortfall was funded with miscellaneous additional funding
sources such as Regional Surface Transportation Program (RSTP) and Proposition 1B funds.
Executive Summary
Page ES-2
May 2012
The decline in Measure V revenues in recent years has had a significant impact to pavement
maintenance funding. This 2012 PMP assumes $1.45 million in Measure V revenues annually,
representing a $650,000 per year decline in funding compared to 2008. The reduction in
available funding has required Town staff to re-evaluate priorities in this PMP. As such, the
focus of this plan is to maintain arterial roads in excellent to good condition, collector roads in
good to fair condition, and local roads in fair condition.
Proposed Plan Approach – Arterial Streets
In developing a maintenance plan for arterials, the following was considered:

There is a desire to limit disruption on arterial roads resulting from road maintenance
activities because such disruptions affect a large proportion of businesses and residents.

Allowing arterial roads to deteriorate to an OCI of 70 has resulted in the need for more
expensive roadway paving activities than would have been required had the road been
overlain when it was in slightly better condition. For example, Donner Pass Road from
Cold Stream Road to Gateway was originally reconstructed in 1998. In 2010 the
roadway had deteriorated to an OCI of 70 and was in need of major rehabilitation of the
pavement surface.
Because of extensive cracking and utility cuts in the road, it was determined that instead
of a 2 inch mill and overlay, a 4 to 6 inch mill and overlay would be necessary to prevent
the extensive pavement cracking on the roadway from reflecting through to the surface
of the new overlay. If instead of removing and replacing 4 to 6 inches of asphalt after a
12 year service life, two - 2 inch mill and overlay projects had been constructed over this
same 12 year period, the level of investment in the roadway would have been similar,
but the average pavement condition over that 12 year time period would have been
improved.

Application of slurry seals on arterial roadways such as Donner Pass Road, West River
Street, Brockway Road, Glenshire Drive, and Northwoods Boulevard can result in
significant and routine disruptions to traffic flow. Additionally, because of the high traffic
volume on these roadways, the slurry seal product tends to abrade from the roadway
surface much more frequently than is the case on local or collector roadways.
For the reasons stated above, it is recommended that minimum OCI levels on arterial streets be
set at 80, which will have the effect of increasing the frequency but reducing the magnitude of
paving projects on arterial roads. This will result in 2” paving projects on arterial streets on 6 to
8 year intervals. Given this higher overlay frequency, slurry seals on these roadways can be
eliminated while maintaining improved overall arterial road conditions at similar costs to the
2008 maintenance plan.
Proposed Plan Approach – Local and Collector Streets
Because of the reduced sales tax funding that is currently being realized, this plan proposes to
reduce the minimum condition threshold for collector roads (from an OCI of 75 to 70) and local
Executive Summary
Page ES-3
May 2012
roads (from an OCI of 65 to 60). This would result in approximate 15 year paving intervals on
the collector roads, slurry seals on local roads and most collector roads every 5 years, and
overlays on local streets every 30 years (except on TSSA local roads as discussed below).
The base pavement maintenance and rehabilitation program for all Town roads is shown in
Table ES-3.
TABLE ES-3: Base Level Pavement Maintenance Program and Cost
Road Classification
Arterial
All Collectors
All Locals
Total
Paving/Slurry Plan *
no slurry, 6 year pave
5 yr slurry, 15 yr pave
Annual Cost
$
940,000
$
455,000
$ 1,172,000
$ 2,567,000
Minimum Condition
Excellent/Good
Fair/Good
Fair
* Note: paving intervals reflect estimates based on assumed rates of roadway deterioration. Scheduling of paving
The cost of implementing the proposed plan on arterial and collector streets, as well as
continuing the slurry program on local roads is approximately $1.812 million a year, which can
be funded with the forecast Measure V revenues ($1,450,000) and the General Fund Overlay
Designation ($500,000). This will also allow for an additional $138,000 of funding per year to be
reserved for future local road overlay projects. However, the cost to overlay local streets
represents an additional $755,000 annually, resulting in an annual cost that exceeds the annual
revenues by $617,000.
Use of TSSA 1 (Tahoe Donner) and TSSA 5 (Glenshire) Funds
The General Fund and Measure V Fund provide a base level of service to all Town roads. This
level of service includes paving of arterials at 6-year intervals, paving collectors at 15-year
intervals, paving local roads at 30-year intervals, and applying slurry seal to all roads except
arterials at 5-year intervals.
TSSA 1 and TSSA 5 funds are used to increase the base service levels in the Tahoe Donner
and Glenshire neighborhoods as follows:

Slurry Seals: Slurry seals are programmed every three years versus every five years on
TSSA collector and local roads. Therefore, TSSA’s funding share for the more frequent
slurry seal schedule would be 40 percent [(5 years – 3 years)/5 years = 40%] of the
slurry seal costs.

Paving: General Fund and Measure V sources would fund the paving of collector roads
(regardless of whether they are in a TSSA) at 15-year intervals. Therefore, there is no
increased service level cost associated with the paving of TSSA collectors. As TSSA
local roads will be paved at approximate 20-year intervals and other local roads at 30year intervals, TSSA funds would pay for 33 percent [(30 years – 20 years)/30 years)] of
the TSSA local road paving. It should be noted that these intervals may be adjusted in
the next PMP update as more OCI deterioration data will be available for forecasting
purposes.
Executive Summary
Page ES-4
May 2012

Glenshire Drive, Dorchester Drive, and Northwoods Boulevard (or Major TSSA
Collectors). It was determined that there is a significant benefit to increasing the paving
frequency on these roads, which provide loop access to the Glenshire and Tahoe
Donner neighborhoods. The cost and disruption to traffic flows and residents caused by
the frequent slurry seal application to Northwoods Boulevard, Dorchester Drive, and
Glenshire Drive collectors was determined to outweigh the benefits resulting from the
application of a slurry seal at 3-year intervals. Therefore, it was determined that the
slurry seal program should be discontinued on these roads (similar as is being done with
the arterial roads) and that these roads should be repaved as necessary to establish a
minimum OCI of 80. This will result in an approximate 7-year paving interval on these
roadways. TSSA funds would fund 45% of the Glenshire Drive, Dorchester Drive, and
Northwoods Boulevard paving, which takes into account more frequent paving but
provides credit for the elimination of the slurry seals.
Bike Paths and Parking Lots
Unlike previous PMPs, the 2012 PMP additionally inventories existing Town-maintained asphalt
concrete bike paths and parking lots. The report identifies a schedule of once every 5 years for
the sealing of these facilities as well as an estimated maintenance cost.
Six-Year Paving Plan
Table ES-4 summarizes the programmed paving and slurry costs over the next six years as well
as the currently available funding sources. The TSSA funding shares are based upon the fair
share percentages for paving and slurry seal projects as discussed above. As the table
indicates, the cost of the six-year paving plan is almost $26 million, with approximately $20
million funded by Measure A, Measure V, General Fund, or other sources.
TABLE ES-4: 6-Year Pavement Maintenance
Activities
Costs
Slurry Seal
Funding
Paving
Total
AB 1600
Traffic
Impact
Fees
Measure A,
Measure V, or
General Fund
Year
Miles
Cost
Miles
Costs
Costs
TSSA 1
TSSA 5
2012
30.2
$597,739
4.9
$1,363,176
$1,960,916
$131,454
$31,761
$0
$1,797,701
2013
34.0
$660,728
6.5
$8,216,239
$8,876,968
$135,779
$51,153
$2,000,000
$6,690,036
2014
36.7
$723,703
10.1
$5,200,975
$5,924,678
$823,720
$100,411
$700,000
$4,300,547
2015
32.0
$583,856
2.9
$913,081
$1,496,937
$146,491
$33,709
$0
$1,316,737
2016
35.1
$713,455
6.1
$2,479,970
$3,193,425
$134,842
$51,153
$0
$3,007,430
2017
33.6
$667,729
4.9
$3,701,263
$4,368,992
$136,179
$647,891
$420,000
$3,164,922
Total
201.7
$3,947,210
35.4
$21,874,704
$25,821,914
$1,508,464
$916,077
$3,120,000
$20,277,373
Average
33.6
$657,868
5.9
$3,645,784
$4,303,652
$251,411
$152,679
$520,000
$3,379,562
Executive Summary
Page ES-5
May 2012
Funding
Table ES-5 provides a summary of funding projections for the various pavement maintenance
funding sources. As the table indicates there is more than adequate TSSA funding to provide
the higher service levels proposed in this PMP. The table also indicates there is adequate
Measure A, Measure V, and General Fund Overlay Designation funding to implement this 6year pavement maintenance program. However, note that Table 7 only identifies projected costs
for pavement maintenance projects although TSSA funds may also be used other projects such
as roadway and drainage improvements, trail development and construction, and public parking
improvements in the Town right-of-way which provide direct benefit to the residents of the TSSA
service area. In addition, Measure V is eligible for miscellaneous roadway improvements that
are not part of the Pavement Maintenance Plan, such as the bridge and drainage
improvements. Therefore, there will likely be additional expenditures of TSSA and Measure V
funds that are not identified in Tables 7 and 8 which may result in a funding shortfall.
TABLE ES-5: Funding Projections
Current Fund Balance
Annual Revenue
Projection
Funding Available
through 2017
Total of
Measure A,
Measure V,
and General
Fund
TSSA 1
TSSA 5
Measure A
Measure V
General
Fund Overlay
Designation
$ 5,231,829
$ 1,173,539
$ 2,773,728
$ 2,995,545
$ 3,000,000
$ 8,769,273
$
$
$ 1,450,000
$
500,000
$ 1,950,000
$ 11,695,545
$ 6,000,000
$ 20,469,273
615,000
181,000
$ 8,921,829
$ 2,259,539
Projected Paving and
Slurry Expenditures
$ 1,278,972
$
694,414
Potential Unexpended
Funds
$ 7,413,365
$
1,343,462
$
-
$ 2,773,728
$ 20,728,528
$
194,900
Note: Does not include AB 1600 Traffic Impact Fee Fair Share Amounts.
In the late 1990s and early 2000s, the Town paved approximately 80 percent of the Town
roadways. At the time, it was understood that a number of years would pass by before overlays
were again required. As a result of the Town’s overlay projects being clustered in the time frame
from 7 to 12 years ago, many of the Town’s local roads will require re-paving in a clustered
grouping approximately 10 to 15 years from now. As a result of the Town’s aggressive overlay
project approximately 15 years ago, many of the Town’s local roads will require paving in the
next 10 to 15 years. This coupled with the fact that some Measure V funds will be required to
fund some non-pavement maintenance type activities demonstrates the need for the Town to be
more aggressive in building reserve funding for future overlay projects.
Because few local roads (TSSA or non-TSSA) are expected to require funding through the life
of this six-year plan, the current funding levels are adequate for the short term. However, the
Executive Summary
Page ES-6
May 2012
Town needs to look at ways to bridge this funding gap as paving of local roads will need to be
programmed in the next PMP update to maintain fair conditions. Possible sources of new
revenues for road maintenance are:




Sales Tax Recovery – If sales tax recovers to pre-economic downturn conditions, it
could generate as much as $650,000 in additional Measure V revenue annually.
New Sales Tax Measure – The Town could consider a sales tax measure that would
increase the current ½ cent sales tax amount currently collected under Measure V.
However, an increase in sales tax is not recommended at this time because there is no
immediate need and the Town currently has adequate funding to implement the
Pavement Maintenance Program over the next few years. It is also questionable whether
such a measure would be passed by voters in this economy.
Grants and Outside Funding Sources – The Town can pursue outside funding sources
similar to the RSTP and Prop 1B funds that have been used on pavement maintenance
in the past. However, it should be noted that Prop 1B funds are no longer available and
RSTP funds have been allocated for use on trail projects in recent years.
Increase General Fund Contribution – The Town can increase the amount of General
Funds it sets aside each year for pavement maintenance.
Executive Summary
Page ES-7
May 2012
Prepared May 2012
Engineering Division
10183 Truckee Airport Road
Truckee, CA 96161
(530) 582-7700
TABLE OF CONTENTS
Chapter I - Introduction & Background ......................................................................... 1
Purpose of the Pavement Maintenance Program ..................................................... 1
Routine Road Maintenance ........................................................................................ 1
Snow Removal ............................................................................................................. 1
Preventive/ Rehabilitation Maintenance .................................................................... 3
Work Conducted Under Previous Program............................................................... 3
Historical Preventive Maintenance Funding and Costs ........................................... 5
Impact of Previous Programs ..................................................................................... 5
Addition of Trails and Parking Lots to Pavement Maintenance Program .............. 9
Chapter II - Methodology .............................................................................................. 11
Chapter III - Inventory & Inspection ............................................................................. 13
Road Inventory Database ......................................................................................... 13
Road Inventory Condition Rating............................................................................. 14
Desirable OCI Values ................................................................................................ 19
Chapter IV – Condition Forecasting ............................................................................ 21
Deterioration Curve ................................................................................................... 21
Asphalt Concrete ....................................................................................................... 22
Pavement Preservation Strategies ....................................................................... 22
Asphalt Concrete Mix Design ............................................................................... 22
Portland Cement Concrete ....................................................................................... 23
Other Pavement Considerations .............................................................................. 23
Town-Recommended Treatment Methods .............................................................. 23
Condition Forecasting Methodology ....................................................................... 24
Chapter V – Cost and Funding ..................................................................................... 27
Costs of Paving and Treatment Plans ..................................................................... 27
Funding Sources ....................................................................................................... 27
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May 2012
General Fund .......................................................................................................... 29
Measure A ½ Cent Sales Tax ................................................................................ 29
Measure V ½ Cent Sales Tax ................................................................................ 29
Truckee Special Service Area (TSSA) 1 ............................................................... 29
Truckee Special Service Area (TSSA) 5 ............................................................... 30
Other Funding Sources ......................................................................................... 30
Available Funding ...................................................................................................... 30
Use of TSSA Funds for Trails ................................................................................... 30
Chapter VI – Development of Proposed Plan ............................................................. 31
Evaluation of Various Maintenance Plans............................................................... 31
Arterial Roads ........................................................................................................ 31
Collector Roads ..................................................................................................... 32
Local Roads ............................................................................................................ 33
Pavement Maintenance Program ............................................................................. 34
Slurry Seal Program .............................................................................................. 36
Paving Program ..................................................................................................... 37
20-Year Paving Forecasts ..................................................................................... 42
Funding Allocation ................................................................................................ 42
Program Funding ................................................................................................... 44
Chapter VII – Trails and Parking Maintenance ........................................................... 47
Chapter VIII – Future Goals .......................................................................................... 49
Chapter IX - Conclusions ............................................................................................. 51
APPENDICES
Appendix A - Completed Preventive/Rehabilitative Work on Town Roads Appendix B - Unit Costs Appendix C - Examples of Various OCI Conditions Appendix D - Road, Trail, and Parking Lot Inventories Appendix E - Cost Assumptions Appendix F - Paving/Surry Seal Programs Annual Cost Analyses Appendix G - Slurry Seal Maps and Schedule Appendix H - Paving Plan Maps Appendix I - OCI Rating Sample List Truckee 2012 Pavement Maintenance Program
Page ii
May 2012
LIST OF TABLES
Table 1
Table 2
Table 3
Table 4
Table 5
Table 6
Table 7
Table 8
Table 9
Historical Funding for Roadway Maintenance ...................................... 6
Historical Condition of Roadway Network ............................................ 7
2012 PMP Paving Plan and Minimum OCIs ......................................... 34
Proposed Pavement Maintenance Plan Costs .................................... 35
Six-Year Slurry Costs ............................................................................ 36
Six-Year Paving Program ...................................................................... 39
Six-Year Pavement Maintenance Activities......................................... 41
Funding Projections .............................................................................. 45
Estimated Annual Seal Coat Costs for Trails and Parking Lots ...... 47
LIST OF FIGURES
Figure 1
Figure 2
Figure 3
Figure 4
Figure 5
Figure 6
Figure 7
Figure 8
Figure 9
Figure 10
Figure 11
Figure 12
Figure 13
Figure 14
Historical Routine Road and Snow Removal Expenditures ................ 2
Historical Pavement Maintenance Costs............................................... 4
Historical Condition of Roadway Network ............................................ 8
Road Classifications and TSSA Service Areas................................... 15
Truckee Roadway Maintenance Responsibilities ............................... 17
The Cost of Deferred Maintenance ...................................................... 21
Estimated Town of Truckee Deterioration Rates ................................ 25
Historical Funding Sources .................................................................. 28
Historical Funding Sources Since Establishment of Measure A ...... 28
Arterial Maintenance Plan Options ...................................................... 32
Collector Maintenance Plan Options ................................................... 33
Six-Year Paving Plan ............................................................................. 38
Six-Year Paving and Slurry Program Funding .................................... 41
Anticipated 20-Year Paving Plan .......................................................... 43
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May 2012
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May 2012
Chapter I - Introduction & Background
This report documents the development of this six-year pavement inspection and
maintenance program for the Town of Truckee. The report addresses pavement
conditions and maintenance strategies for roads, trails, and parking lots within the Town.
The report identifies a schedule for additional work, rationale for the continuance of both
short and long-term maintenance programs, and program funding.
Purpose of the Pavement Maintenance Program
The purpose of the Pavement Maintenance Program (PMP) is to evaluate the condition
of paved Town facilities (primarily roads), forecast the deterioration of those facilities,
and develop a cost-effective method for maintaining acceptable roadway surfacing
service levels Town wide. A pavement maintenance program is also a vital tool for road
funding programming and the annual budgeting process.
The road maintenance provided by the Town of Truckee can be divided into three
primary categories:



Routine Maintenance – This includes crack sealing, vegetation removal,
drainage clearing, sweeping, pothole repair, striping, and other maintenance
activities typically programmed by the Town Public Works Department.
Snow Removal – This includes snow removal and sanding of roads.
Preventive/Rehabilitation Maintenance – These activities are those evaluated in
the Pavement Maintenance Program and include slurry seals, overlays, and
reconstruction.
Routine road maintenance and snow removal are generally completed by the Public
Works Department, while preventive maintenance and rehabilitation is contracted out on
an annual basis.
Routine Road Maintenance
Routine Road maintenance is a significant task completed by the Town of Truckee
Public Works Maintenance staff each year. For example, in the 10/11 Fiscal Year, Public
works staff spent almost 6,000 hours on crack sealing, pavement patching, stenciling,
and striping of the roads. Additionally, approximately 4,000 equipment hours were spent
on these same tasks. This does not include other routine maintenance tasks such as
drainage and vegetation maintenance. The cost of routine road maintenance since 1994
is summarized in Figure 1.
Snow Removal
While the majority of the routine maintenance occurs during the summer and fall, the
Town expends significant resources on snow removal in the winter and part of the
spring. In fact, in the 10/11 Fiscal Year, Town staff spent almost 15,000 hours on snow
removal. Historic snow removal costs are also shown in Figure 1.
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May 2012
Page 2
May 2012
Preventive/ Rehabilitation Maintenance
Since its incorporation in 1993, the Town has invested an estimated $30 million into
preventive and rehabilitative maintenance of its roads. With such a large investment at
stake, it is crucial that the Town maintain its roads in a cost-effective manner. This report
develops a schedule/cost for preventive maintenance (slurry seals) and rehabilitative
maintenance (asphalt overlays and reconstruction) and while it focuses on the
preventive and rehabilitative maintenance of Town roads, the routine road maintenance
and snow removal are also important components of protecting the Town’s road
infrastructure investment. The annual historical cost of road maintenance is summarized
in Figure 2.
Benefits associated with a Pavement Maintenance Program include:





Cost savings/cost effectiveness
Improved strategies and techniques
Less traffic disruptions as roads need full reconstruction less often
Higher customer satisfaction
Increased safety
Work Conducted Under Previous Program
In March of 1993, the Town of Truckee incorporated and inherited maintenance
responsibility from Nevada County
of approximately 145 centerline
miles of road that was generally in
fair to poor condition. In order to
take on the task of improving the
Town roads, the Town recognized
the need for a pavement
maintenance
program,
which
would schedule rehabilitation and
preventive maintenance activities
for the entire roadway network. In
the
interim
of
program
development, the Town performed
many different rehabilitation and
preventive maintenance activities
Jibboom Street Prior to Rehabilitation
to
the
roadway
network,
specifically where the roads were in the poorest condition.
In 1999 the Town took a more proactive approach to road maintenance by developing a
Pavement Maintenance Program (PMP), which accounted for all roadway activities
within the network for five years. The program effectively and efficiently managed the
road network, as well as assisted decision-makers in the prioritization of road network
repair activities and the programming of funds. The Town took a similar approach when
preparing the 2002 PMP, which outlined work through 2007. As a result of the first two
PMPs, the Town has significantly increased the overall condition of roads throughout the
Town and by 2008 could focus on road maintenance instead of rehabilitation.
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May 2012
Page 4
May 2012
As such, the 2008 PMP focused on maintenance of the generally good condition of the
roads. In addition, the 2008 PMP provided a paving schedule that would include paving
projects every other year as opposed to every year. While the slurry schedule in the
2008 PMP was implemented, not all the paving projects were. The paving of some roads
was deferred because field inspection indicated paving was not yet necessary. However,
significant portions of Donner Pass Road were reconstructed in 2009, 2010, and 2011.
Work completed by the Town from 1993-2011 (since incorporation) as part of the
pavement maintenance program is summarized graphically in Appendix A.
Historical Preventive Maintenance Funding and Costs
Table 1 presents a summary of roadway capital expenditures between 1998 and 2011.
These costs represent slurry seal and paving projects that have been implemented by
the Town but do not include snow removal and routine maintenance costs. On average,
the Town has spent roughly $2 million per year on road maintenance and repair.
Listed in Appendix B are the unit costs the Town has paid for road construction activities
since 1999. The analysis demonstrates construction costs rose rapidly in 2005 and 2006
but have since remained more constant. As an example, the cost of slurry seal has
increased at a rate of 4 percent per year since 1999 but has remained relatively constant
since 2008. The cost of Asphalt Concrete (AC) has increased by 9 percent per year, but
most of this growth occurred prior to 2008. The cost of AC has only increased by 4
percent per year since 2008.
Impact of Previous Programs
The Overall Condition Index (OCI) of a road indicates the condition of the road with 100
representing the best condition and 0 representing the worst. Pictures showing the
various OCI level are attached as Appendix C. The condition of the entire road network
in 1998 (prior to the first Pavement Maintenance Program), 2001, 2005, and 2011 is
summarized in Table 2 and Figure 3. As the tables indicate, the past Pavement
Maintenance Programs have been extremely successful in improving the overall road
conditions throughout the Town. Since 1998 the percentage of roads with an OCI less
than 75 (in fair or poor condition) decreased from 61 percent to 7 percent in 2011.
Page 5
May 2012
Table 1: Historical Funding For Preventive And Rehabilitative Roadway Maintenance
FISCAL
YEAR
97/98
98/99
99/00
00/01
01/02
02/03
03/04
04/05
05/06
06/07
07/08
08/09
09/10
10/11
11/12 budgeted
TOTAL
GENERAL
FUND
$744,473
$845,400
$190,623
$630,615
$1,073,640
$1,321,456
$392,580
$248,476
$544,237
$666,686
$231
$193,395
$214
$0
$0
$6,852,026
MEASURE
A
$0
$1,076,883
$781,707
$890,933
$1,164,866
$931,773
$1,122,022
$0
$383,722
$132,368
$746,939
$2,680,793
$200,164
$2,252,937
$746,000
$13,111,107
TSSA 1
$125,446
$864,974
$1,197,209
$541,767
$770,018
$545,380
$0
$0
$140,176
$244,279
$5,086
$136,066
$115,245
$125,867
$273,000
$5,084,513
Page 6
TSSA 5
$100,000
$60,000
$50,000
$0
$470,000
$23,461
$140,000
$29,000
$21,687
$72,127
$40,000
$0
$32,374
$38,947
$80,000
$1,157,596
MISC &
GRANT FUNDS
$479,718
$251,389
$563,682
$2,054
$277,118
$0
$200,000
$0
$5,893
$0
$79,004
$394,790
$3,375
$306,775
$147,000
$2,710,798
May 2012
MEASURE
V
------------$463,336
$159,126
$1,009,000
$1,631,462
TOTAL
$1,449,637
$3,098,646
$2,783,221
$2,065,369
$3,755,642
$2,822,070
$1,854,602
$277,476
$1,095,715
$1,115,460
$871,260
$3,405,044
$814,709
$2,883,650
$2,255,000
$30,547,501
Table 2: Historical Condition of Roadway Network (miles of
road)
Year
2001
2005
2011
2.1
2.3
9.4
0.5
0.0
13.3
0.0
1.9
15.0
0.0
6.3
10.5
13.2
1.2
5.4
0.6
0.6
18.5
0.0
0.0
20.3
0.3
1.0
19.0
30.7
3.0
29.1
9.9
2.5
50.4
0.0
1.4
61.6
0.0
0.8
62.2
32.6
1.0
10.5
13.3
0.7
30.1
1.3
0.1
50.9
0.1
2.8
50.9
Poor
Fair
Good/Excellent
78.6
7.5
54.4
24.3
3.8
112.3
1.3
3.4
147.8
0.4
10.9
142.6
Percentage Fair/Poor
61%
20%
3%
7%
Area
Condition
Arterial
Poor
Fair
Good/Excellent
Glenshire/Devonshire
Poor
Fair
Good/Excellent
Tahoe Donner
Poor
Fair
Good/Excellent
Other
Poor
Fair
Good/Excellent
1998
Total
Poor = OCI of less than 60
Fair = OCI greater or equal to 60 and less than 75
Good/Excellent = OCI greater than 75
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Addition of Trails and Parking Lots to Pavement Maintenance Program
In recent years, the Town has taken maintenance responsibility for several Class 1
(separated from roadway) asphalt trails throughout Town, including the Truckee River
Legacy Trail and the Frishman Hollow Affordable Housing trail. In order to ensure their
longevity and to assist in the budgeting for future maintenance costs, paved trails have
been included in this PMP update. More specifically, a trail inventory has been created
and the pavement maintenance schedule for these trails is discussed. As with the road
system, the trail inventory will be expanded as the Town accepts new trails for
maintenance.
Parking lots that are the responsibility of the Town to maintain are also included in this
PMP update. An inventory of all paved trails and parking areas that are the Town’s
maintenance responsibility in the Town is provided in Appendix D. Some of the trails
listed in this appendix are the responsibility of others to maintain but they are identified
as such and included in the trail inventory as they may eventually be accepted by the
Town for maintenance.
While there are several class I concrete paths that are constructed throughout the Town,
a discussion of their maintenance is not included in this Pavement Maintenance
Program because their maintenance schedule is not consistent with that required for the
asphalt trails. However, an inventory of the concrete trails is provided in Appendix D.
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Page 10
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Chapter II - Methodology
The development of the Pavement Maintenance Program was accomplished in the
following three steps:

Maintain and update inventory of roads including current and past
conditions. The road inventory was originally developed using the Cartegraph
PAVEMENTview program, purchased by the Town in 1997. The database
includes each road segment and identifying attributes. The database is also used
to store road rating data and “as built” data. The software program calculates an
Overall Condition Index (OCI) according to inspection ratings. Road ratings were
completed in 1998, 2001, 2005, 2010, and 2011. Parking lot data is also stored in
Cartegraph. The trail inventory is currently maintained in a spreadsheet but may
eventually be added to the Cartegraph database.

Develop a method for forecasting road conditions under different
maintenance program options. The road inventory data, historical OCI ratings,
paving history, and other technical sources are used to develop an
understanding of deterioration trends along Town roads. This data can then be
used to develop condition forecast methodologies.

Evaluate project alternatives and associated costs to determine the most
cost-effective plan. Road segments are evaluated based upon location,
functional classification, and funding sources. Cost estimates are then prepared
for different types of rehabilitation activities. Maintenance scenarios and costs
are then reviewed by Engineering staff in a cost benefit analysis to try to
determine the most cost-effective plan that maintains roads in an acceptable
condition. The costs evaluated include annual treatment, repair and replacement
costs, and the benefit corresponding to the average and minimum road
conditions.
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Page 12
May 2012
Chapter III - Inventory & Inspection
Road Inventory Database
In 1998, 2001, and 2005, 2010, and 2011 the Town Engineering Division inventoried and
rated all of the publicly-maintained roads in the Town of Truckee. The 2011 inventory is
used as the basis for this Pavement Maintenance Program. The road network is divided
into routes (each road represents a route). An individual road may also be subdivided
into several segments at locations such as intersections with other roads or where a
road feature such as pavement width or pavement condition changes. Each segment in
the network is identified by a road number followed by a segment number.
In the road database, each segment is described by physical features such as length
and width along with specific information about the segment such as shoulder widths
and type and historical maintenance performed. The inventory can be sorted in the
database using numerous selection criteria. Appendix D contains the entire road
inventory sorted into different areas or subdivisions in the Town. As a part of this PMP
update, one of the following functional classification has also been assigned to all roads:

Arterial – An arterial is a higher capacity road, the function of which is to deliver
traffic from collector roads to the State highways and freeways. Donner Pass
Road, Brockway Road, and West River Street are examples of arterial roads.

Collector - A collector road is a low to moderate-capacity road which serves to
move traffic from local roads to arterial roads. Unlike arterials, collectors are also
designed to provide access to residential properties.

Local – Local roads provide limited mobility and are the primary access to
residential areas, businesses, and other local areas.
The road functional classifications were developed based upon the traffic volumes,
purpose, utilization, and overall importance to the functionality of the Town road system.
The 2008 PMP identified unique deterioration rates for “backbone” and “non-backbone”
roads. This was done primarily because Measure A funds (generated by a ½ cent sales
tax) were earmarked exclusively for the repair, replacement, construction, or
reconstruction of Town “backbone” roads, which represented approximately 36 miles of
the total 152 miles of Town maintained roads (map provided in Appendix D). However,
evaluating roads in these two categories was not an entirely effective approach because
the function and deterioration trends of some of the backbone roads (such as East
Jibboom Street and Church Street) were not comparable to other backbone roads (such
as Donner Pass Road and Glenshire Drive). In this PMP, unique pavement deterioration
rates and evaluations of the annual cost of various paving/slurry plans were developed
for each functional classification.
Whether or not a road is in the Glenshire or Tahoe Donner Truckee Special Service
Area (TSSA) is also identified in the road inventory as this affects what funding sources
are available (as described in Chapter V). The road classifications for each road, as well
as the TSSA area boundaries are shown in Figure 4. The road inventory is provided in
Appendix D. The districts are arranged in alphabetical order with a summary page at the
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end. Similar inventories are provided for Town-maintained Asphalt Concrete (AC) trails
and parking lots in Appendix D.
The current road network consists of approximately 154 centerline miles of road. It
should be noted that the total Town-maintained road mileage will increase in the future
due to additional roads being accepted by the Town for road maintenance. Examples
include roads within the Gray’s Crossing and Cambridge Estates neighborhoods. These
roads have been built to Town standards but do not yet generate enough property tax to
meet revenue neutrality and be eligible for acceptance into the Town maintained road
system. Figure 5 identifies such roads, equating roughly 9 miles. A list of these
roadways may be found in Appendix D.
Road Inventory Condition Rating
Following the initial pavement inventory, the Engineering Division performed an
inspection of each road segment. An Overall Condition Index (OCI) was calculated for
each section based 40% on a pavement distress rating, 40% on a ride quality rating and
20% on a pavement rutting rating.

The pavement distress rating is judged by the extent and severity of the seven
criteria described below:
o
o
o
o
o
o
o
Linear Cracking (Longitudinal/Transverse) - cracks running both parallel and
perpendicular to the road centerline;
Fatigue Cracking (Alligator) - interconnected crack patterns that resemble
alligator skin;
Edge cracking - cracks adjacent and parallel to the edge of pavement;
Rutting - longitudinal surface depression in the wheel path;
Patching - areas where the original pavement has been removed and
subsequently replaced, but is showing deterioration;
Potholes - areas where portions of the road pavement have broken and loss
of pavement is evident by the bowl shaped depression; and
Raveling - wearing away of the pavement surface caused by the dislodging
of the aggregate.
 The ride quality is a smoothness rating judged by the way the traveler feels
while driving the segment of the roadway.
 Although rutting is a criteria that makes up a portion of the distress rating it is
also looked at separately as part of the OCI value. Because rutting indicates a
high level of damage to the road, which affects ride-ability and is a potential
safety hazard, it has been given a high level of importance by being represented
twice in the OCI rating.
Once an OCI value is determined for each segment, the segments can be compared
against one another for prioritization in the pavement maintenance program. The
inventory in Appendix D includes the 1998, 2001, 2005, 2010, and 2011 OCI value for
each segment and a weighted average OCI value for each district based on segment
lengths.
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Desirable OCI Values
Pictures showing the various OCI levels are attached as Appendix C. Based upon past
experience and reasonable expectations, Town staff has recommended the following
classifications for OCI values:
Road Condition
Excellent
Good
Fair
Poor
OCI Range
Greater than 90
Between 75 and 90
Between 60 and 75
Less than 60
Page 19
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Page 20
May 2012
Chapter IV – Condition Forecasting
Deterioration Curve
The goal for prioritizing pavement projects is to maximize the OCI value of the entire
network. Determining which roads receive which type of rehabilitation and when
according to the available capital improvement budget is a difficult task. A key
component of this task is to be able to forecast road conditions over time. Figure 6
depicts the pavement deterioration curve as published by the United States Army Corp
of Engineers, which demonstrates the importance of timely maintenance. The figure
shows that the overall condition of a road deteriorates slowly in the first ¾ of the life span
and then relatively quickly in the last ¼ of the life span. It should be noted that the
deterioration curve in Truckee is different than the national average due to the high
elevation, snow loads, and freeze thaw conditions experienced here.
A simple review of OCI values would tend to cause a decision for repair of the roads in
the worst shape first, meanwhile neglecting routine maintenance on the roads in better
shape. The problem with this course is that the high cost of reconstruction, while
operating under a limited budget, will cause the overall OCI value of the entire network
to go down long before all of the roads in poor condition will be repaired. On the other
hand, if all of the funding is placed on maintaining the roads in the best shape, the roads
nearing the bottom of the OCI spectrum would fall sharply over a very short period of
time. This too would cause the overall OCI value of the entire network to drop over time.
The goal is to maintain roads in good condition (at a relatively low cost) rather than
allowing pavements to deteriorate to the point where extensive rehabilitation or
reconstruction becomes necessary.
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Asphalt Concrete
Pavement Preservation Strategies
The Pavement Deterioration Curve can be altered with pavement treatments. Applying a
pavement treatment, such as a slurry seal, to a road can prolong the roads life. There
are several options available when it comes to surface treatments for roads. Methods
the Town currently or potentially employs are as discussed below.
Crack sealing, which is a relatively low-cost preventive maintenance treatment, is
essentially used to fill and seal existing cracks on a pavement. The Town began using
this method roughly six years ago and has found it to be relatively successful in limiting
the level of damage that occurs due to water seepage into existing pavement. The Town
currently crack seals roads the year prior to a slurry treatment.
A seal coat is a mixture of emulsified asphalt, water, mineral fillers, and various other
mixtures. Seal coats are applied directly to the surface of an asphalt pavement but are
thinner than slurry seals. The Town recently tested a Seal Coat application (OverKote)
on several roads in the Glenshire Subdivision (in place of the standard slurry seal).
While the seal coats are not effective in filling cracks they may be an appropriate
application for the treatment of newer roads that do not have cracks or other surface
irregularities. Therefore, the Town may consider the use of seal coats on newly paved
roads. Seal coats have also provided effective treatment on parking lots in the Town as
well as the Class I bike paths that are maintained by the Tahoe City Public Utility District.
A slurry seal is a cold-mix combination of asphalt emulsion, fine well-graded aggregate,
and water. This is a versatile treatment which results in a smooth surface with adequate
friction with moderate costs. Slurry seals have been used by the Town for several years
and have proven to be a cost-effective preventive treatment that is well accepted by the
community. A cape seal is a slurry seal on top of a chip seal. Because cape seals cost
significantly more than slurry seals, the Town has not used them.
Asphalt Concrete Mix Design
There are several factors to consider when developing an AC mix design and each
design must be developed on a case-by-case basis. The smoothness of the pavement
should be considered, which impacts ride quality, overall durability, and performance. In
general, the Engineering Division requires the use of 3/4” aggregate in AC mixes for
improved pavement strength and reduce chain wear. However, ½” aggregate may be
used on the top lift on lower traffic-volume roads to provide a smoother ride or when a
thin overlay (less than 1 ½ inches) is required. In addition, while the Town has had
success with the aggregate that is taken from the local Teichert aggregate plant, other
local sources have been less successful. Therefore, the Town should require the use of
lime treated aggregate on all construction projects with exceptions allowed with Engineer
approval.
The asphalt binder must be designed to address three specific pavement distress
modes: permanent deformation (rutting), fatigue cracking, and low temperature cracking.
The Town uses the nationally recognized Performance Grade (PG) System for
conventional binders. Performance grading is based on the concept that asphalt binder
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May 2012
properties should be related to the conditions under which the binder is used. Therefore,
the PG system uses a common set of tests to measure physical properties of the binder
that can be directly related to field performance of the pavement at its service
temperatures. For example, a binder identified as PG 64–10 must meet performance
criteria at an average seven-day maximum pavement temperature of 64°C and also at a
minimum pavement temperature of –10°C1. Caltrans recommends the use of PG 64-28
in the High Mountain/High Desert area in which Truckee is located although the Town
has allowed the use of PG 64-16 in some cases.
Portland Cement Concrete
The Town does not use Portland Cement Concrete (PCC) on its roads for a number of
reasons:





PCC material is more expensive than AC.
PCC takes longer than AC to set and cannot be installed in lifts and, therefore,
takes significantly more time to install than AC, increasing costs and public
inconvenience.
The freeze thaw conditions affect PCC more than AC.
De-icing agents tend to make it spall.
It is difficult to maintain, cut (for utilities and road modifications), and remove.
While all Town roads are asphalt concrete, it is important to note that a number of Class
I bike trails and sidewalks in the Town are constructed using Portland Cement Concrete.
Other Pavement Considerations
Other items that should be considered when planning a road treatment or rehabilitation
are as follows:




Whether shoulder backing is required.
Consideration to constructing stormwater retrofits should be constructed in
conjunction with overlay or reconstruction projects.
Consideration of constructing bike lanes in conjunction with overlay or
reconstruction projects.
Completion of a field survey prior to any paving project to verify the need for the
project.
Town-Recommended Treatment Methods
Through past experience, the Engineering and Public Works Departments have
determined the most cost-effective strategies for reconstruction, rehabilitation and
maintenance activities:

1
Applying an Overlay consists of topping the road surface with a lift of aggregate
pavement. Sometimes a slurry seal is placed prior to the overlay although this
PMP does not include costs for slurry seals prior to overlays.
Caltrans Highway Design Manual, 2008.
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May 2012

A Grind and Overlay consists of milling and removing a specified depth (usually
2-4 inches) of the existing pavement and base course. In general, a grind and
overlay is done in place of an overlay for two reasons: 1) significant cracking
exists in the pavement which may carry through to the overlay if not repaired or
2) conforming to existing driveways and roads would be too difficult if the
pavement elevation is increased. In some cases, the millings can be re-used for
shoulder backing or as base on other paving projects.

Reconstruction consists of removing the existing pavement and base course.
New base is then added, shaped and compacted. In some cases the existing
base is pulverized and kept in place. A leveling course is then placed on the base
course and topped with a final lift of asphalt pavement. This method is only used
when a road’s condition deteriorates such that an overlay or grind and overlay is
not expected to adequately prolong the life of the pavement.

For maintenance of a road in good condition, a Slurry Seal placed on the
existing pavement adds life.
These scenarios have been in use the past few years and are proving to be costeffective. Therefore, this PMP assumes the continued use of these methods.
Condition Forecasting Methodology
The OCI value for a road deteriorates over time, but not in a linear fashion. Figure 6
(above) is the theoretical deterioration curve that has been used by the Town of Truckee
in the past to forecast road conditions. A newly constructed road has an OCI value of
100 and a completely deteriorated road has an OCI value of zero. Unfortunately, there is
a gap in local data describing the deterioration curve, due to a lack of maintenance
records from the time of road construction to the time of Town incorporation. Therefore,
simplified linear deterioration rates were developed based upon available local historical
data. The deterioration rates in this plan have been updated since the last Pavement
Maintenance Program in 2008 based upon new data and the separation of roads into the
three classifications: arterial, collector, and local. The linear deterioration rates used in
the analysis are shown in Figure 7. As would be expected, the roads with higher use
(arterials) deteriorate more rapidly than the lower traffic volume roads.
The distress deterioration rates are as follows:



Arterials: 3.25 points per year
Collectors: 2.4 points per year
Local: 2 points per year
There are several unpredictable factors that can contribute to a road’s deterioration,
such as utility cuts, water seepage, and flooding. However, the deterioration rates were
developed using actual data points from Town roads and so these factors are accounted
for (if somewhat generally) in the deterioration rates.
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May 2012
Over the past few years the Town has been applying a Type II slurry seal to roads that
are in good shape. This maintenance is having positive results, with the greatest benefit
being on local roads. It is estimated that a Type II slurry seal typically adds 3.5 rating
points to the OCI of a local road. This is a conservatively low assumption compared to
experiences reported throughout the United States. However, because of the weather
conditions experienced in the Town of Truckee, optimum pavement life extension from
surface treatments cannot be expected.
It should also be noted that the Town does not have significant roadway deterioration
data for roadways that are more than 15 years old. Therefore, the deterioration rates
developed for local roads, which are expected to last over 20 years, is not reliable for
predicting OCIs at year 20 or later. Therefore, the expected life of the local roads in this
report was not only based on these linear deterioration rates but also engineering
judgment.
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May 2012
Page 26
May 2012
Chapter V – Cost and Funding
The Town of Truckee has invested approximately $30 million in road construction
projects since incorporation in 1993. Furthermore, the transportation infrastructure has
been dramatically improved since the Town inherited it and it warrants careful
observation and maintenance. Maintenance of this investment is necessary to promote
and encourage a healthy economy.
There are numerous maintenance methods that could be incorporated into a long term
maintenance program. Maintenance options can range from providing a slurry seal to
structural overlays, to patching, or a combination of all of these. With that in mind a
maintenance program that minimizes capital investment while maximizing the OCI rating
of the street is the goal.
Costs of Paving and Treatment Plans
In order to evaluate the costs of different pavement plans, pavement cost assumptions
were developed, which are summarized in Appendix E. It should be noted that because
pavement costs are largely dependent on frequently-fluctuating oil costs, pavement
costs are difficult to estimate. Regardless, the basic assumptions used in the cost
estimates were $120 per ton for AC and $175 per ton of Slurry Seal. Approximately 35% of construction costs are typically required for project management and inspection.
Note that the last PMP assumed $140 per ton of asphalt. However, paving costs have
decreased over the past few years. The 2008 Caltrans Asphalt Index in June and July
2008 was 645 and 717, respectively. In 2011, the Asphalt Index was 592 and 566,
indicating roughly a 20% decrease in costs.
For purposes of this analysis, all funding is assumed as constant (2012) dollars. This
analysis does not account for construction cost inflation, or the potential of increased
revenues from sales tax or property tax based funds. This approach was taken in order
to simplify the analysis. By updating this PMP every 4 to 5 years, the effects of
construction cost inflation can be appropriately accounted for in the Town’s ongoing
maintenance planning.
Funding Sources
The five basic funding sources for road maintenance in the Town of Truckee are State
Gas Taxes earmarked for local roads; General Funding; Measure A (1/2 cent sales tax);
Measure V; Tahoe-Donner Funding (TSSA 1); and Glenshire-Devonshire Funding
(TSSA 5). The State Gas Tax is a significant source of revenue (totaling $2,090,000 in
FY 11/12) but used primarily by the Town for routine maintenance and snow removal
activities. The other four sources are generally used for preventive and rehabilitative
pavement maintenance. Figures 8 and 9 depict how preventive and rehabilitative road
maintenance has been funded historically.
Page 27
May 2012
Page 28
May 2012
General Fund
The Town of Truckee General Fund is the most flexible of the available local funding
sources for road construction. General Fund monies can be spent on any Townmaintained road for virtually any purpose, including but not limited to, applying surface
treatments, overlays, or drainage improvements. These funds must, however, compete
with other community needs such as law enforcement, animal control, trail construction,
and Town staffing. Since 2008, the Town has set aside $500,000 a year for pavement
maintenance. To date, these funds have not been spent and there is a fund balance of
$2,500,000, which does not include the $500,000 transfer that is scheduled for this
11/12 fiscal year.
Measure A ½ Cent Sales Tax
During the March 1998 special election, Town of Truckee voters passed the Measure A
½ cent sales tax. This Measure levied a ½ cent surcharge on all taxable retail
transactions that occur within the Town of Truckee Town limits. All funds generated by
this surcharge are earmarked exclusively for the repair, replacement, construction, or
reconstruction of Town roads. The funds generated from this revenue source are further
restricted to use only on specific “backbone” roads, which represent approximately 36
miles of the Town maintained roads. Although Measure A has since expired, a fund
balance of approximately $2.7 million is expected at the end of this 11/12 fiscal year.
Measure V ½ Cent Sales Tax
In 2008, the ½ cent sales tax was extended with the implementation of Measure V which
is also available for repair, replacement, construction, or reconstruction of Town roads
but does not limit the use of the funds to specific roads. Measure V will expire in 2028
unless resubmitted and passed by a 2/3 majority of the Town of Truckee voting
electorate. While Measure V was generating over $2 million in annual revenue in the
past, recently it has generated much less in recent years. Current revenue forecasts
identify that this sales tax will generate $1,450,000 annually for use in repairing the local
roads. At the end of this 11/12 fiscal year, the Measure V fund balance is expected to be
just under $3 million.
Truckee Special Service Area (TSSA) 1
When the Town of Truckee incorporated on March 23, 1993, former County Service
Area (CSA) 4 was dissolved, and Truckee Special Service Area (TSSA) 1 was created in
its place. Geographically, TSSA 1 represents the Tahoe Donner Subdivision and
includes approximately 64 miles of town maintained road. TSSA 1 (former CSA 4) was
formed through a vote by the Nevada County Board of Supervisors, which placed a
$95.00 property tax surcharge on all improved parcels and a $70.00 property tax
surcharge on all unimproved parcels within the Tahoe Donner Subdivision. The purpose
of this surcharge is to provide an increased level of road maintenance on roads within
the Tahoe Donner Subdivision.
TSSA 1 generates approximately $615,000 per year of revenue to the special
assessment fund, which includes interest income. At the end of this fiscal year the TSSA
1 fund balance is expected to be $5.2 million. This PMP proposes to provide a higher
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May 2012
level of road maintenance within Tahoe Donner by funding more frequent slurry seals
and paving using TSSA 1 funds.
Truckee Special Service Area (TSSA) 5
Similar to TSSA 1, TSSA 5 was also formed at the time that the Town of Truckee
Incorporated. Geographically, TSSA 5 represents the Glenshire Subdivision and
includes approximately 25 miles of Town-maintained road. TSSA 5 (former CSA 5) was
formed as a condition of approval when the Glenshire Subdivision was created under
Nevada County jurisdiction. TSSA 5 places a $23.00 property tax surcharge on each
unimproved property and a $115.00 tax surcharge on improved property within the
Glenshire Subdivision. TSSA 5 generates approximately $181,000 per year of revenue
to the special assessment fund. At the end of this fiscal year the TSSA 5 fund balance is
expected to be $1.2 million.
This tax surcharge was originally allocated for road maintenance activities including
snow removal and road surfacing although the Town now funds all snow removal costs.
This Plan proposes to provide a higher level of road maintenance within the Glenshire
Subdivision by funding more frequent slurry seals and paving using TSSA 1 funds.
Other Funding Sources
Over the course of the six year program, it may be possible for the Town to secure other
sources of funding beyond those previously listed. In the past, Proposition 1B Bond
funds and Regional Surface Transportation (RSTP) funds have been used. However,
Proposition 1B funds are no longer available and RSTP funds are generally programmed
by the Town for use on trail projects.
Available Funding
This Pavement Maintenance Plan has been developed under the following funding
constraints:
Annual Measure V Funding:
Annual General Fund Overlay Designation:
Subtotal
$1,450,000
$ 500,000
$1,950,000
Additional TSSA 1 and TSSA 5 funding may also be used to increase service levels on
Tahoe Donner and Glenshire roads:
Maximum Annual TSSA 1 Funds Available:
Maximum Annual TSSA 5 Funds Available:
$ 615,000
$ 181,000
Use of TSSA Funds for Trails
In recent years, the Tahoe Donner and Glenshire/Devonshire Residents Associations
have indicated an interest in using TSSA funds for other improvements such as trails
and parking. While the Town has been generally supportive of the use of these funds for
these purposes, the expenditures must be weighed carefully against the anticipated road
maintenance needs to avoid future funding shortfalls.
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May 2012
Chapter VI – Development of Proposed Plan
Evaluation of Various Maintenance Plans
The deterioration rates and unit cost assumptions were used to forecast minimum OCIs
for a variety of pavement maintenance plans with varying frequencies of slurry seal
application. Separate analyses were prepared for arterial, collector, and local roads.
While previous PMPs were developed during a period of economic growth for the Town
(when more General Funding was available for road rehabilitation projects), this PMP
has been impacted by the recent economic downturn. For example, this 2012 PMP
assumes $1.45 million in Measure V revenues annually, representing a $650,000 per
year decline in funding compared to 2008. The reduction in available funding has
required Town staff to re-evaluate priorities in this PMP. As such, the focus of this plan is
to maintain arterial roads in excellent to good condition, collector roads in good to fair
condition, and local roads in fair condition.
Arterial Roads
An evaluation of various pavement maintenance plans for arterial roads is provided in
Appendix F while Figure 10 compares the minimum OCI and costs that would result from
each of the plan scenarios. Currently the Town applies slurry seals to arterial roads
every three years. If this slurry schedule was maintained, an OCI of approximately 70
could be maintained if the road was paved approximately every 12 years. The 3 year
slurry and 12 year plan roughly represents the Town’s past maintenance of the arterial
roads. However, allowing an arterial road to deteriorate to an OCI of 70 has resulted in
the need for a more expensive paving method than would be required on other Town
roads.
For example, Donner Pass Road from Cold Stream Road to Gateway was reconstructed
in 2010. Because of extensive reflective cracking and utility cuts in the road, it was
decided that instead of a standard 2 inch grind and overlay, a 4 to 6 inch grind would be
necessary. If the road reconstruction was scheduled sooner, a 2 inch grind and overlay
may have been appropriate. Shallower grinds can be completed in less time, reducing
the overall impact to road users. In addition, traffic operations/flow are less impacted by
shallower grinds because the grade differential between adjacent pavement sections is
never less than 2 inches allowing vehicles to pass. A 4 to 6 inch grade separation
requires the construction of a transition/taper between the two pavement sections.
Efficiency and safety deficiencies on arterial roads have a greater impact than similar
deficiencies on collector or local roads because they carry more traffic and, therefore, it
is important to keep them in good condition.
Page 31
May 2012
A scenario where the arterials would be paved approximately every six years was
analyzed and determined to result in a minimum OCI of 80. At a minimum OCI of 80 it is
reasonable to assume a 2 inch grind and overlay would be the appropriate pavement
rehabilitation strategy. It was determined that applying a slurry seal at a three-year
interval between paving cycles resulted in such a slight increase in minimum OCI that
the value of the slurry seal would be offset by the cost and inconvenience of a slurry seal
project on the Town’s major thoroughfares. Therefore, grind and overlays or overlays
only at approximate six-year intervals were identified as the appropriate plan for arterial
roads. Under the proposed plan, maintenance of arterial roads would cost approximately
$940,000 per year (roughly half the available funding).
Collector Roads
The collectors identified in this plan mostly represent the non-arterial backbone roads
from the 2008 PMP. An evaluation of various pavement maintenance plans for collector
roads is provided in Appendix F. Figure 11 compares the minimum OCI and costs that
would result from each of the plan scenarios. It was determined that an appropriate
maintenance plan for a collector in the Town would be to slurry seal the road every 5
years and pave it every 15 years. This would result in a minimum OCI of approximately
70, which is slightly less than the projected minimum OCI in the 2008 PMP of 75. The
minimum condition of both collector and local roads has been slightly reduced in this
plan update to more realistically match current funding levels.
TSSA funds can be used to increase the maintenance on roads within the Tahoe Donner
and Glenshire subdivisions. Applying the slurry seal on TSSA collectors every three
Page 32
May 2012
years and paving every 15 years would result in a higher OCI of 75. Therefore, this is the
plan that is proposed for the TSSA collectors with the exception of Glenshire Drive,
Dorchester Drive, and Northwoods Boulevard.
Similar to the approach with the arterial roads, it was determined that there is a
significant benefit to increasing the paving frequency on Glenshire Drive, Dorchester
Drive, and Northwoods Boulevard (TSSA Major Collectors), which provide loop access
to the Glenshire and Tahoe Donner neighborhoods. The cost and disruption to traffic
flows and residents caused by the frequent slurry seal application to these roads was
determined to outweigh the benefits resulting from the application of a slurry seal at 3year intervals. Therefore, it was determined that these roads should be paved at
approximate 7-year intervals with no slurry seal. This would result in an approximate
minimum OCI of 80.
The cost of the proposed collector maintenance would be approximately $611,000 per
year, $153,000 of which would be funded with TSSA funds (representing 45% of the
paving costs on Glenshire Drive, Dorchester Drive, and Northwoods Boulveard) and
40% of the slurry costs on all other TSSA collectors (to fund the increased 3-year slurry
frequency).
Local Roads
This PMP has been developed to keep the highest priority arterial roads in a good to
excellent condition and collector roads in a fair to good condition. However, based upon
Page 33
May 2012
current funding levels, the funding required to achieve this condition of arterial and
collector roads leaves minimal for local roads. Furthermore, because local roads make
up a significant amount of the Town road system (almost 70% of the pavement surface
area) the inclusion of any level of paving on local roads would use up a significant
portion of the available funds.
The Town does not have significant roadway deterioration data for roadways that are
more than 15 years old. Therefore, the local road deterioration estimate has been
developed based on historical data and engineering judgment. This program proposes to
continue the application of slurry seals every five years on local roads and anticipates a
minimum OCI of 60 can be maintained with overlays occurring every 30 years.
In order to provide a higher maintenance level on the TSSA local roads, this Program
proposes to slurry local TSSA roads every three years and pave the local TSSA roads
every 20 years, resulting in a minimum OCI of approximately 70.
The cost of the proposed local road maintenance would be approximately $1,588,000
per year, $400,000 of which would be funded with TSSA funds. This cost share
assumed that TSSA funds would fund the increased slurry frequency (40% of the slurry
costs for a 3-year versus 5-year interval). It also assumes that the TSSA will fund 33% of
the paving costs (for a 20-year versus 30-year paving interval).
While there is not currently adequate funding to implement this plan in the long term, no
local roads require paving during the life of this 6-year plan (except River Park Place and
the downtown Alley). Therefore, there is adequate funding for the proposed plan in the
short term. In addition, the deterioration rates and proposed paving frequency of all
roads will be re-evaluated in the next plan update which may change the TSSA funding
shares.
Pavement Maintenance Program
Table 3 summarizes the proposed Pavement Maintenance Plan and OCI benchmarks.
TABLE 3: 2012 PMP Paving Plan and Minimum OCIs
Road Category
Proposed Plan
Arterial
Collector
TSSA Collectors
Major TSSA Collectors *
Local
TSSA Local
Minimum OCI
80
70
80
75
60
70
*Note: M ajor Coll ectors i nclude non-arterial po rtions of North woods Boule vard (l oop secti on),
Glenshire Drive (Dorchester to Town limits), and Dorchester Drive.
Table 4 presents the cost associated with the proposed paving and slurry seal plan and
a summary of the development of the plan is provided below.
Page 34
May 2012
Table 4: Proposed Pavement Maintenance Plan Costs
COSTS
TSSA Share
Annual
Cost
Roadway Classification
Minor Arterial
TSSA 1
Non TSSA
Share
TSSA 5
Minimum
OCI
$
940,000
$
-
$
-
$
940,000
80
Collectors
TSSA Collectors
Major Collectors (Northwoods, Glenshire, and Dorchester)
$
235,800
$
-
$
-
$
235,800
70
$
$
230,600
44,700
Locals
TSSA Locals
$
$
Total Costs
Estimated Annual Revenue per TSSA
Page 35
$
$
85,905
4,480
$
$
62,865
-
$
$
181,830
40,220
80
75
466,500
1,121,400
$
$
302,840
$
$
96,040
$
$
466,500
722,520
60
70
$ 3,139,000
$
393,225
$
158,905
$
589,000
$
176,000
May 2012
$ 2,586,870
Slurry Seal Program

A slurry seal is assumed to be applied to non-TSSA collector and local roads at
five year intervals and TSSA collector and local roads at three year intervals, with
the exception of Glenshire Drive, Dorchester Drive, and Northwoods Boulevard
(no slurry seals will be applied to these TSSA collector roads).

When the paving contractor remains in one area, mobilization costs are reduced,
hauling costs are reduced, and efficiency is increased. For this reason, the Town
has administered its slurry seal program such that roads within one geographic
area are treated at the same time.

In the past, roads were scheduled to be slurry sealed prior to an overlay to help
fill cracks. This approach is not taken in this Program because the roads are
generally in better condition now.
The resultant six-year slurry plan is summarized in Table 5. The TSSA share of slurry
seal costs is based upon the additional costs associated with the increased slurry
frequency (every 3 years versus every 5 years), or 40%, as discussed later in this
chapter. Maps of the proposed slurry seal schedule are shown in Appendix G. Note that
no future slurry of non Town-maintained roads are shown on the maps or included in the
cost estimates, even if they are likely to be accepted by the Town in the near future.
Table 5: Six-Year Slurry Seal Costs
Year
Miles of
Slurry
2012
2013
2014
2015
2016
2017
30.2
34.0
36.7
30.1
35.7
33.6
TSSA 1
Increased
Service Level
Share
TSSA 5
Increased
Service Level
Share
$
$
$
$
$
$
$
$
$
$
$
$
131,454
135,779
135,241
146,491
134,842
136,179
31,761
51,153
41,926
33,709
51,153
41,926
Base
Service
Level
Costs
$
$
$
$
$
$
434,525
473,796
546,536
403,656
527,461
489,624
Total Costs
$
$
$
$
$
$
597,739
660,728
723,703
583,856
713,455
667,729
As the table indicates, the annual cost of the slurry seal application is estimated to be
between $580,000 and $725,000 each year. The cost to TSSA 1 ranges between
$130,000 and $150,000 per year and the cost to TSSA 5 ranges between $30,000 and
$55,000 per year. The annual cost of the slurry seal program is less than recent years
because slurry seals are no longer programmed for arterial roads, Glenshire Drive,
Dorchester Drive, or Northwoods Boulevard.
Page 36
May 2012
Paving Program
The paving program was developed based upon the OCI projections for each road as
follows:

The condition of each road segment for each year between now and 2028 was
forecasted in Cartegraph PavementView using the deterioration factors identified
in Chapter IV.

Rehabilitative activities (overlay or grind and overlay) were scheduled to maintain
the following OCI thresholds (which correspond to the proposed paving and
slurry frequencies):
o
o
o
o
o
o
Arterial: 80
Collector: 70
TSSA Major Collector: 80
TSSA Minor Collector: 75
Local: 60
TSSA Local: 70

In the case that an overlay, grind and overlays, or reconstruction was estimated
to be required in the next six years, Town staff reviewed the condition of the road
in the field to determine if the projection was accurate.

The paving projects were reorganized so that no one year would have too large
of a project and segments along the same route were paved together.

In some cases, such as with Glenshire Drive and West River Street, the
reconstruction is planned to occur concurrently with projects that would add bike
lanes and drainage improvements. The cost estimates for the paving projects on
these roadways are based upon the current Capital Improvement Program (CIP)
budget. It is important to note that AB 1600 Traffic Impact Fee funds will also be
used on these projects based upon a fair share cost towards the widening portion
of the project.
In the past, the Town has tried to coordinate with utility construction projects planned by
agencies such as the Truckee Sanitary District (TSD), the Truckee Donner Public Utility
District (TDPUD), AT&T and Southwest Gas. However, it has been the Town’s
experience that it is difficult to plan around utility activities in the Town right of way,
especially over a five-year period. Therefore, the Town’s approach has been to
coordinate with utilities at the beginning of each construction season and adjust
pavement/slurry plans at that time as necessary, as well as to provide the Town’s
Pavement Maintenance Program to utility providers, and obtain copies of their long
range capital replacement project plans.
While a set frequency of slurry seals should be established (as they are a preventive
maintenance procedure), overlays should not be scheduled until a road OCI drops below
the threshold established in this report. This is particularly important as the deterioration
of roads is dependent on many factors that cannot always be predicted (such as utility
cuts or flooding).
Page 37
May 2012
The resultant six-year paving plan is summarized in Figure 12 and Table 6. Maps of
each year’s paving projects are provided in Appendix H.
As the table indicates, this plan proposes paving over 35 miles of roads for an estimated
cost of $21.9 million over the next 6 years. The majority of the roads to be paved consist
of arterials and collectors. This plan includes the paving of all arterial roads within the
six-year period.
Table 7 and Figure 13 summarize the programmed paving and slurry costs over the next
six years as well as the currently available funding sources. The TSSA funding shares
are based upon the fair share percentages for paving and slurry seal projects as
discussed above. As the table indicates, the cost of the six-year paving plan is almost
$26 million, with approximately $21 million funded by Measure A, Measure V, General
Fund, or other sources.
Page 38
May 2012
Table 6: Six-Year Paving Program
Length
(miles)
1.39
0.26
0.42
0.43
0.89
0.68
0.12
0.13
0.58
4.90
Area
(square
feet)
234,624
34,125
55,125
56,975
112,848
86,472
24,680
10,976
73,392
689,217
2"
2"
2"
2"
2"
2"
2"
3"
2"
Work to be
Completed
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Estimated RePaving Cost
$
464,556
$
67,568
$
109,148
$
112,811
$
223,439
$
171,215
$
36,526
$
32,599
$
145,316
$
1,363,176
$
$
$
$
$
$
$
$
$
$
Estimated RePaving and
Widening Cost
464,556
67,568
109,148
112,811
223,439
171,215
36,526
32,599
145,316
1,363,176
TSSA Cost
Share
$
$
$
$
$
$
$
$
$
$
-
AB 1600
Share (1)
$
$
$
$
$
$
$
$
$
$
-
Measure V
or General
Fund Costs
$
464,556
$
67,568
$
109,148
$
112,811
$
223,439
$
171,215
$
36,526
$
32,599
$
145,316
$ 1,363,176
$
$
$ 529,285
$ 363,338
$ 748,877
$ 358,500
$
$
$
$ 2,000,000
$
459,043
$
256,846
$ 1,177,659
$
808,427
$ 1,666,251
$
797,663
$
396,198
$
317,869
$
336,283
$ 6,216,239
$
$
$
$
$
$
$
$
$
$
$
$
$
$
94,248
$ 1,304,722
$
570,278
$
125,433
$
71,482
$
234,333
$
184,469
$
251,742
$
258,459
$
164,030
$
167,244
$
327,571
$ 3,754,011
Year
2012
2012
2012
2012
2012
2012
2012
2012
2012
Subtotal
Route
Donner Pass Rd.
Deerfield Dr.
Palisades Dr.
Ponderosa Dr.
Alder Dr
Martis Valley Rd.
River Park Pl.
Alley
Schussing Wy.
Segment Description
Coldstr.-DonnerPinesCtr
Hwy-89 to 1365ft West
Brockway Rd-Ponderosa Dr.
Palisades-PlacerCounty
SR89 North to end
Brockway to Placer Co.Line
WRiver to end
Spring to Bridge
New ovrly to Alder Crk
Functional
Classification Segment ID
Arterial
7213
Collector
671
Collector
1851
Collector
1981
Collector
21
Collector
1581
Local
3441
Local
41
TSSA Collector
2304
2013
2013
2013
2013
2013
2013
2013
2013
2013
Subtotal
Brockway Rd
Brockway Rd
Glenshire Dr.
Glenshire Dr.
Glenshire Dr.
Glenshire Dr.
Brockway Rd
Brockway Rd
Donner Pass Rd.
DPR to Palisades Drive
Palisades Drive to Estates Drive
DPR-Olympic
Olympic to Highland
Highland to W edge of bridge
W end of bridge to Monuments
Estates Drive to Martis Valley Drive
Martis Valley Drive to Brockway Road
Bridge Street to Glenshire Drive
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
5011
5012
1011
1012
1013
1014
5013
5014
5001
Sierra Meadows
Sierra Meadows
Glenshire
Glenshire
Glenshire
Glenshire
Sierra Meadows
Sierra Meadows
Downtown
0.48
0.27
1.16
0.80
1.64
0.79
0.63
0.33
0.40
6.49
115,920
64,860
147,048
100,944
208,056
99,600
100,050
80,270
84,920
1,001,668
4"
4"
4"
4"
4"
4"
4"
4"
4"
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
$
$
$
$
$
$
$
$
$
$
459,043
256,846
582,310
399,738
823,902
394,416
396,198
317,869
336,283
3,966,605
$
$
$
$
$
$
$
$
$
$
459,043
256,846
1,706,943
1,171,765
2,415,128
1,156,164
396,198
317,869
336,283
8,216,239
$
$
$
$
$
$
$
$
$
$
2014
2014
2014
2014
2014
2014
2014
2014
2014
2014
2014
2014
Subtotal
McIver Crossing
West River St.
West River St.
West River St.
Dorchester Wy.
Northwoods Blvd.
Northwoods Blvd.
Northwoods Blvd.
Northwoods Blvd.
Northwoods Blvd.
Northwoods Blvd.
Pioneer Trail
DPR to West River Street
PlacerCo.line to beg 3lanes
beg 3lanes to end 3lanes
end 3lanes to Bridge Street
Manchester to Glenshire
DPR to TahoeDonMonum
TDMonum to Northwoods
Northwoods to Hansel
Hansel to Davos
Davos to Insbruck
Insbruck to Northwoods
Donner Pass Road to Comstock Drive
Arterial
Arterial
Arterial
Arterial
TSSA Collector
Arterial
Arterial
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
Collector
3471
2961
2962
2963
754
1721
1722
1723
1724
1725
1726
5041
Downtown
Downtown
Downtown
Downtown
Glenshire
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Prosser Hts
0.11
0.60
0.17
0.48
0.52
0.90
0.48
1.82
1.87
1.19
1.21
0.71
10.07
23,800
76,440
33,411
63,350
65,640
118,350
93,166
231,168
237,336
150,624
153,576
165,440
1,412,301
4"
4"
4"
2"
2"
2"
2"
2"
2"
2"
2"
2"
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
$
$
$
$
$
$
$
$
$
$
$
$
$
94,248
302,702
132,976
125,433
129,967
234,333
184,469
457,713
469,925
298,236
304,080
327,571
3,061,653
$
$
$
$
$
$
$
$
$
$
$
$
$
94,248
1,791,818
783,182
125,433
129,967
234,333
184,469
457,713
469,925
298,236
304,080
327,571
5,200,975
$
$
$
$
$
$
$
$
$
$
$
$
$
2015
Donner Pass Rd.
2015
Donner Pass Rd.
2015
Donner Pass Rd.
Subtotal
DPinesCtr-DonLakeRd.
DonLakeRd-SoShoreDr.
Southshore to Town limits
Arterial
Arterial
Arterial
7214
7215
7216
Donner Lake
Donner Lake
Donner Lake
1.87
0.35
0.69
2.90
315,776
58,496
86,880
461,152
2" Grind and Overlay $
$
625,236
115,822
172,022
913,081
$
$
$
$
625,236
115,822
172,022
913,081
$
$
$
$
-
$
$
$
$
-
$
$
$
$
2016
2016
2016
2016
2016
2016
2016
2016
2016
2016
2016
2016
2016
2016
2016
Subtotal
Alder Creek Rd
Alder Creek Rd
Alder Creek Rd
Fjord Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Hwy 89 S Extension
Hwy 89 to Schussing
Schussing- Campground
Campground-Fjord
Northwoods to Alder Creek
oldovrly to Levone
Levone to Pine
Pine Ave. to Lake Ave.
Lake Ave. to Sierra St.
Sierra Ave. to 89 South
89 South to Granite Chief
Granite Chief to Century21
Century21 to LaBamba
La Bamba to Northwoods
Northwoods to Coldstream
DPR to Caltrans R/W
Collector
Collector
TSSA Collector
TSSA Collector
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
11
12
13
921
723
724
725
726
727
728
729
7210
7211
7212
3451
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Gateway
Gateway
Gateway
Gateway
Gateway
Meadow Park
Meadow Park
Meadow Park
Meadow Park
Armstrong Tract
Meadow Park
1.43
1.83
1.20
0.08
0.07
0.05
0.03
0.08
0.17
0.05
0.13
0.24
0.09
0.53
0.11
6.10
181,248
232,008
152,664
15,330
21,720
17,280
8,520
26,580
54,540
15,900
40,620
74,700
28,560
169,020
44,800
1,083,490
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
4"
2"
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
358,871
459,376
302,275
30,353
43,006
34,214
16,870
52,628
107,989
31,482
80,428
147,906
56,549
669,319
88,704
2,479,970
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
358,871
459,376
302,275
30,353
43,006
34,214
16,870
52,628
107,989
31,482
80,428
147,906
56,549
669,319
88,704
2,479,970
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
-
$
358,871
$
459,376
$
302,275
$
30,353
$
43,006
$
34,214
$
16,870
$
52,628
$
107,989
$
31,482
$
80,428
$
147,906
$
56,549
$
669,319
$
88,704
$ 2,479,970
2017
2017
2017
2017
2017
2017
2017
2017
2017
2017
Subtotal
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Dorchester Drive
Dorchester Drive
Dorchester Drive
Glenshire Dr.
Glenshire Dr.
Glenshire Dr.
Bridge St. to High St.
High St to old overlay
Glenshire Drive to I-80 Bridge
I-80 Bridge to SR89N
Glenshire to Manchester
Manchester to Rolands Way
Rolands to Manchester
Monuments to Sommerset
Somerset to Dorchester
Dorchester to Town Limits
Arterial
Arterial
Arterial
Arterial
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
721
722
5002
5003
751
752
753
1015
1016
1017
Downtown
Downtown
Downtown
Downtown
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
0.50
0.45
0.43
0.37
0.25
0.46
0.15
0.98
0.89
0.46
4.95
70,578
75,264
100,980
117,420
42,688
77,824
26,144
124,392
112,800
58,752
806,842
4"
2"
4"
2"
2"
2"
2"
4"
4"
2"
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
Grind and Overlay
$
$
$
$
$
$
$
$
$
$
$
279,489
149,023
399,881
232,492
84,522
154,092
51,765
492,592
446,688
116,329
2,406,872
$
$
$
$
$
$
$
$
$
$
$
279,489
149,023
399,881
232,492
84,522
154,092
51,765
987,758
895,710
466,532
3,701,263
$
$
$
$
$
$
$
$
$
$
$
Zone
Donner Lake
Downtown
Ponderosa Palisades
Ponderosa Palisades
Prosser Hts
Sierra Meadows
Downtown
Downtown
Tahoe Donner
TOTAL
35.41
Average
5.90
Note 1: Actual AB 1600 Share is based upon a percentage of widening cost.
Page 39
May 2012
5,454,670
$
14,191,358 $
909,112
$
2,365,226 $
58,485
205,971
211,466
134,206
136,836
746,964
38,305
69,341
23,294
221,667
201,010
52,348
605,965
$
$
$
$
$
$
$
$
$
$
$
487,096
212,904
700,000
176,536
160,084
83,380
420,000
625,236
115,822
172,022
913,081
$
279,489
$
149,023
$
399,881
$
232,492
$
46,217
$
84,751
$
28,471
$
589,556
$
534,616
$
330,803
$ 2,675,298
21,874,704 $ 1,352,929 $ 3,120,000 $ 17,401,775
3,645,784 $
225,488 $
520,000 $ 2,900,296
Page 40
May 2012
Table 7: Six-Year Pavement Maintenance Activities
Costs
Slurry Seal
Funding
Paving
Total
AB 1600
Traffic
Impact
Fees
Measure A,
Measure V,
or General
Fund
Year
Miles
Cost
Miles
Costs
Costs
TSSA 1
TSSA 5
2012
30.2
$597,739
4.9
$1,363,176
$1,960,916
$131,454
$31,761
$0
$1,797,701
2013
34.0
$660,728
6.5
$8,216,239
$8,876,968
$135,779
$51,153
$2,000,000
$6,690,036
2014
36.7
$723,703
10.1
$5,200,975
$5,924,678
$823,720
$100,411
$700,000
$4,300,547
2015
32.0
$583,856
2.9
$913,081
$1,496,937
$146,491
$33,709
$0
$1,316,737
2016
35.1
$713,455
6.1
$2,479,970
$3,193,425
$134,842
$51,153
$0
$3,007,430
2017
33.6
$667,729
4.9
$3,701,263
$4,368,992
$136,179
$647,891
$420,000
$3,164,922
Total
201.7
$3,947,210
35.4
$21,874,704
$25,821,914
$1,508,464
$916,077
$3,120,000
$20,277,373
Average
33.6
$657,868
5.9
$3,645,784
$4,303,652
$251,411
$152,679
$520,000
$3,379,562
Page 41
May 2012
20-Year Paving Forecasts
While it is difficult to forecast roadway conditions and required pavement maintenance
accurately over a 20-year period, a program level analysis has been conducted using
the Cartegraph PavementView program to forecast the need for paving over the next 20
years. A summary of the miles of road by functional classification that will require paving
in the next 20 years is summarized in Figure 14. The mileage represented in Figure 14
reflects the approximate six-year paving interval for arterials, nine-year paving intervals
for Northwoods Boulevard, Glenshire Drive, and Dorchester Drive in the subdivisions,
and 15-year paving intervals for all other collectors. In other words, the mileage reflects
the fact that arterials and some collectors will be paved more than once in a 20-year time
period.
As Figure 14 depicts, TSSA local roads will begin to require paving in 2018 and a large
spike in the mileage of TSSA local roads requiring paving will occur in 2020 to 2024.
This is reflective of the fact that the Town implemented a relatively aggressive paving
schedule in the Glenshire and Tahoe Donner neighborhoods in the late 1990’s and early
2000’s. Similarly, a spike in non-TSSA local roads that require paving is forecast to
occur from 2026 to 2029.
Funding Allocation
In order to appropriately allocate funds from the previously-identified sources to
respective geographic areas of Town, it is necessary to consider the intended use and
applicable geographic areas covered by each of the four primary funding categories.
TSSA 1 and TSSA 5 funds are earmarked specifically for the Tahoe Donner and
Glenshire Subdivisions respectively. Therefore, all funds collected from the TSSA 1
service area are expended within TSSA 1, and likewise, all funds collected from the
TSSA 5 service area are expended within TSSA 5.
A Town-wide road funding plan requires that the TSSA contributions, Measure V
contributions, and General Fund contributions be considered in the total funding
package:

The General Fund and Measure V provides a base level of service to all Town
roads. This level of service includes paving of arterials at approximate six year
intervals, paving collectors on 15-year intervals, and applying slurry seal to all
roads except arterials every five years.

TSSA 1 and TSSA 5 funds are used to increase the base service levels in the
Tahoe Donner and Glenshire neighborhoods. As slurry seals are provided every
three years versus every five years on TSSA roads, TSSA funds would pay for
40 percent of the costs associated with the slurry seals [(5 years – 3 years)/5
years = 40%].
Page 42
May 2012
Page 43
May 2012

TSSA local roads will be paved at approximate 20-year intervals compared to the
30-year intervals of other local roads. Therefore, TTSA funds would pay for 33
percent of the TSSA local road paving [30 years – 20 years)/30 years = 33%)].
However, as no local TSSA roads are forecast to need overlays during the 6-year
life of this plan, this funding share model would not be implemented until the next
plan update, during which it is subject to change.

General Fund and Measure V would fund the paving of collector roads
(regardless of whether they are in a TSSA) at approximate 15 year intervals with
the exception of Glenshire Drive and Northwoods Boulevard within the TSSA
boundary. Therefore, there is no increased service level cost associated with the
paving of TSSA collectors. However, Glenshire Drive, Dorchester Drive, and
Northwoods Boulevard (Major TSSA Collectors) are overlain every 7 years
instead of 15, so TSSA funds would pay for the difference in cost between a 3year slurry/15-year pave and 7-year pave program, or 45%.
Program Funding
Table 8 provides a summary of funding projections for the various pavement
maintenance funding sources. As the table indicates there is more than adequate TSSA
funding to provide the higher service levels proposed in this PMP. As the table indicates,
there is adequate funding to implement this 6-year pavement maintenance program.
However, note that Table 7 only identifies projected costs for pavement maintenance
projects although TSSA funds may also be used other projects such as roadway and
drainage improvements, trail development and construction, and public parking
improvements in the Town right-of-way which provide direct benefit to the residents of
the TSSA service area. In addition, Measure V is eligible for miscellaneous roadway
improvements that are not part of the Pavement Maintenance Plan, such as the bridge
and drainage improvements. Therefore, there will likely be additional expenditures of
TSSA and Measure V funds that are not identified in Tables 7 and 8.
As a result of the Town’s aggressive overlay project approximately 15 years ago, many
of the Town’s local roads will require paving in the next 10 to 15 years. This coupled with
the fact that some Measure V funds should be reserved for non-pavement maintenance
type activities demonstrates the need for the Town to be more aggressive in building
reserve funding for future overlay projects.
Because few local roads (TSSA or non-TSSA) are expected to require funding through
the life of this six-year plan, the current funding levels are adequate for the short term.
However, the Town needs to look at ways to bridge this funding gap as paving of local
roads will need to be programmed in the next PMP update to maintain fair conditions.
Page 44
May 2012
Table 8: Funding Projections
Current Fund
Balance
Annual Revenue
Projection
Funding
Available
through 2017
Total of
Measure A,
Measure V,
and General
Fund
TSSA 1
TSSA 5
Measure A
Measure V
General
Fund Overlay
Designation
$ 5,231,829
$ 1,173,539
$ 2,773,728
$ 2,995,545
$ 3,000,000
$ 8,769,273
$
$
$ 1,450,000
$
500,000
$ 1,950,000
$ 11,695,545
$ 6,000,000
$ 20,469,273
615,000
181,000
$ 8,921,829
$ 2,259,539
Projected Paving
and Slurry
Expenditures
$ 1,508,464
$
Potential
Unexpended
Funds
$ 7,413,365
$ 1,343,462
$
-
$ 2,773,728
916,077
$ 20,277,373
$
191,900
Note: Does not include AB 1600 Traffic Impact Fee Fair Share Amounts.
Page 45
May 2012
Page 46
May 2012
Chapter VII – Trails and Parking Maintenance
As shown in Appendix D, the Town is responsible for the maintenance of almost five miles of
Class I bicycle and pedestrian trails. These trails are typically eight to ten feet wide and are
constructed using Asphalt Concrete. While trail deterioration rates are likely less than a road,
the Town does not currently have data to validate a deterioration rate. The case is similar for the
eight parking lots the Town maintains (also listed in Appendix D). As such, this PMP
recommends (as a starting point) the application of a Seal Coat to trails and parking lots at 5
year intervals.
A summary of the cost of these seal coat treatments are provided in Table 9. Funding for the
maintenance of these facilities is not currently budgeted. A paving schedule for these facilities
will be developed once condition surveys have been completed.
Table 9: Estimated Annual Seal Coat Costs for Town-Maintained Trails and
Parking Lots
(seals are applied every 5 years)
Year
2012
2013
2014
2015
2016
2017
Trails
Estimated Cost
$
-
$ 6,340
$
-
$ 11,710
$
-
$
Parking Lots
Estimated Cost
$
-
$ 19,360
$
-
$
$
-
$ 6,000
Total
Estimated Cost
$
-
$ 25,700
$
-
$ 11,710
$
-
$ 6,000
Page 47
-
May 2012
-
Page 48
May 2012
Chapter VIII – Future Goals
The following are future goals for the Town regarding the Pavement Maintenance Program.

Update the Pavement Maintenance Program every three to five years. Also conduct an
internal update to the overlay plan every year.

Rate all roads a year prior to scheduling an overlay, mill and inlay, or a reconstruction.

Update road ratings every three to five years.

Include ratings for parking lots and trails in the next road rating update or sooner. Include
ratings of non-Town maintained trails so that data is available if the Town accepts them
in the future.

In order for the Town to better understand the deterioration of pavements in Truckee, the
Town has determined it would be beneficial to conduct annual OCI ratings for a subset
of roads. This will allow the Town to model deterioration patterns on an annual basis, as
opposed to the tri-annual basis currently applied. This will prove especially useful in
understanding the impacts of providing slurry seals. The list of roads suggested for such
sampling is provided in Appendix I.

Coordinate paving projects with streetscape projects along West River Street and
Donner Pass Road.

Take core samples along major roadways such as Donner Pass Road, West River
Street, and Glenshire Drive and develop an inventory of the core samples.

As is the current practice, each year the Town shall provide a slurry seal schedule to the
Department of Public Works for purposes of scheduling a crack sealing program. It is
optimal to crack seal all roads the summer before they are slurry sealed.

Maintain coordination efforts with Department of Public Works and Special Districts such
as the TSD and TDPUD. As a part of this, Town shall also provide utility providers with a
copy of this PMP and any update to coordinate the paving projects with utility work within
the road right of way.

Integrate the Town’s road database with Geographic Information Systems (GIS). This
project is underway. A GIS module is being incorporated into the Town’s current
database program, Cartegraph.

Using GIS, consolidate road segments in road inventory as new overlays are installed.
Strive for road segments between 0.5 and 1.5 miles.
Page 49
May 2012
Page 50
May 2012
Chapter IX - Conclusions
The proposed six year pavement maintenance program would expend approximately $25.8
million over the life of the six-year program on road maintenance and rehabilitation. This
correlates to an average annual capital improvement expenditure of approximately $4.3 million
over the next six years and an average cost of $3 million a year going forward.
In addition to the proposed 35 miles of overlay and reconstruction, this plan proposes 202 miles
of surface treatments over the course of the next six years. The long-term maintenance program
prescribes the base level of treatment of a Type II slurry every five years, an overlay every 15
years on collector roads. And overlays on local roads at 30-year intervals. No slurry seals are
proposed for arterials, Northwoods Boulevard, Dorchester Drive, or Glenshire Drive. The costs
evaluated in this plan also include the cost to widen Glenshire Drive and West River Street to
provide a paved shoulder and bike lanes (approximately 11.4 bike lane miles on Glenshire Drive
and 1.6 bike lane miles on West River Street).
TSSA 1 and TSSA 5 would contribute additional funds which allow for more frequent
maintenance, including slurry seals every three years, paving of the non-arterial portions of
Glenshire Drive and Northwoods Boulevard at approximate seven-year intervals, and paving of
local TSSA roads at approximate 20 year intervals.
Because few local roads (TSSA or non-TSSA) are expected to require funding through the life
of this six-year plan, the current funding levels are adequate for the short term. However, in the
long term the annualized cost of this program is $3,139,000, which is $637,000 more than the
current funding levels provided by TSSA, Measure V, and General Fund Overlay Designation
funds. Therefore, the Town needs to look at ways to bridge this funding gap as paving of local
roads will need to be programmed in the next PMP update to maintain fair conditions. Possible
sources of new revenues for road maintenance are:




Sales Tax Recovery – If sales tax recovers to pre-economic downturn conditions, it
could generate as much as $650,000 in additional Measure V revenue annually.
New Sales Tax Measure – The Town could consider a sales tax measure that would
increase the current ½ cent sales tax amount currently collected under Measure V.
However, an increase in sales tax is not recommended at this time because there is no
immediate need and the Town currently has adequate funding to implement the
Pavement Maintenance Program over the next few years. It is also unlikely that such a
measure would be passed by voters in this economy.
Grants and Outside Funding Sources – The Town can pursue outside funding sources
similar to the RSTP and Prop 1B funds that have been used on pavement maintenance
in the past. However, it should be noted that Prop 1B funds are no longer available and
RSTP funds have been reserved for use on trail projects in recent years.
Increase General Fund Contribution – The Town can increase the amount of General
Funds it sets aside each year for pavement maintenance.
Page 51
May 2012
Page 52
May 2012
Appendix A
Completed Preventive/Rehabilitative Work on Town
Roads
Historical Pavement Maintenance Activites - 1993 to 1999
Int
e
8 0 rsta
Ea t e
st
Interstat
e
80 West
Br
Evens
Dorchester D r
ite
Wh h
C
Dr
Glens
Dr
St
ir
Gle nshi re D r
Hunt s
eR
d
H
as
ti
Ht n g s
s
ir
C
Sheff
ield
Pl
ir
Royal
Crest Dr
Crst
Ct
Co Ris
Je urt e
st
s t er
Et
o
Roya n P
Stuart St
l
l
aithe
Royal
Dr
Vill
Manch
Tud
or Ln
W
ay
Allenby
wa
y
gh
M
ills
80
W
es
t
d
il
rive
dge D
b ri
Ux
The
Strand
Co
ldwater Rd
Tewks b ury Dr iv e
t
ess
Fox
Dra
w
Dr
n
lde
Wa
Driv
e
Rd
er
ss
Martis Dam Rd
g
Joer
e
Ac c
Rd
d
Ac
es
sR
d
H ig
hw
ay
Legend
Year of Last Paving
26
7
1993
1997
a r te
D ic k B
y
Dr ail
e Tr
dg
r
St
ew
ar
t
te r
ke Te
Ja
Dr
Ct
eaker s Ct
Br
od
wo
M Lo
c k ay
Streets
Ba ias
ld w
in
Ca
rr
Pr
yo ie
r
®
a n Dr
t
1999
El
nt
ar
1998
Laho
n
Joh
ph Gr a
Laho ntan Dr
Bob Sherman
Bob
Wa tson
T im
i
D r li ck
d
J ose
L a honta
n
r
er
Do P a
y l ul
e
Ke
ise
n Laura
pso
m
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lR
a te
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o
vis
r
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l
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ss
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80
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i
Sudsbury C
Fa ir
Look o ut
80
r
Old
40
Ic k n
In
t
rsO
te v e
r.
Rd
W
s tate
ter
ill s
n M
n io
i on
Un
80
s
a il
Tr
W
E ta te J
te s
E
ta e r
r s I nt
e
t
I n 80
t
t
er S
r River
ES
80 Ave
River View D
t R iv
t
r
Ea s
hS
Village D
ise
Nicolas
St Chur c
Ke
h
Way
t
Dr
Hi g
s
Ea
St
Estates
Rd
Estates Dr
t
u th
h
as s
So er S
Br
Dr
rP
St
oc
Riv
ne
er
kw
iv
n
ay
R
Do
Winte rcre
Wa y
p
Rd
uth
ek
Reyno ld
illt o
So
H
Lp North
e
Ru
Sara b ea r Ln
Jeffery Pine Rd
R ed Fir R
d
a
White Fir Rd
eR
d
r Pin d
a
R
g
y
Blueberry li ne
Su
lle
ky
Va
Rd S
Ct
e R
Marti s
u m b in
Purple
M
Dr
Ct
Ryley
.
Rd
l eb
Ca le
rc
Ci
ters
Wa
Wa y
Beachwood Ln
Teakw ood Ln
Pinewood Ln
Dr
nd
hla
ac
W
o
C
tate
ters
80 In
E
e
tat
ers
80 Int
Rd
s
es
te W
C
d
e Ivy
Iv y
Dr
o
Cr
Dr
rsta
e
e ry V
w
C ir
Pl
kR
ree
t Ln
U
Union
er
ck
u
Ln
te
80 In
ar
m
er C
E Al d
oe Cir
r ia
ay
89 Highw
d
che r Lo op rd R
ott
ir a
H
e
nn
Chey a Ald er D r
Wa y
P
n
re e
G
Dove Ter
Ida Way
Rainbo w
Rd
Rue
Jeb
Ct
Rd
M
man
Ar ch
asture Dr
Ct
w Sh
La
Rd
un
L ock o od D r
w
Ct
ale
a le Rd
ch d
Ct
on
Sn
o
Sk i R
t
ny
eC
o
St
dg
Ri
Tin ke r
hd
W
allion ay
Leap
Lem
L
G
t.
d
fir
Silver
Cir
S
Val le y
Croc us Ct
Ca m
Dr
G ra n ite
Ind u
str
k ial W ay
Ct
He a ther R d
D
n
Labelle Ct
Ja
co
bs
b
pphire Ln
ian
In d k Rd
Jac
ah
M t Jud Dr
De vil's
Pe ak Rd
St
tub
s Rd
es
t Dr
oin
th Sho re Dr
So u
T
e
o nn
e
Ca m r Park
p s ite Rd
De erfie
ld Dr
le
dd
Levone Av
ark
ner P d
Don
eR
psit
Cam D
o ug
K
Pine Av e
Deerfield D r
R o cky Ln
Brook Ln
Valley Rd
Ridge Rd
Forest Ln
hw
Co t t
o nwood Dr E Conif e r
Conif er D r
Dr
Dr
E
Rd
A ld e r
Eue
r
Hig
S Shor
e
M
Pl
e
La k C t
ge
n
so E d
Ln
Ave
Ct
d
y
a r ia n Wa
rnese Ln
Be
Bern Way
Ln
Bernese L
l
C ed ar Tr
Olymp ic D
r
Mora in Sierra Dr W
Pa lisade St
e Rd
Mo
Lee Rd
Du lzu
rain
ra St
eR
Parker Rd
d
t
Sierra Dr E
aS
Boc
Rich ar
d s Bl vd
80 In
te rsta
te
Pa rkd
ner
R
D on
s ite
Camp
hn
ed
Re
B av
ich Pl
ur
ate
Ac
c
K it z
b
ssa ge
Pa
Rd
Jo
y
or
eg
Gr l
P
W Reed Ave
Sitzmark Wa y
Mougle L n
Actinolite
Wy
o Oth er Way
R
el
n
arte
mg
Ber
te
eR
d
Po int D
ner
e
n A v Ave Don
ento
Av e
e W D E Reed
ta t
Ave
te rs
r
e
n
I
n
r
0
8
eer D
Don
P io n
t
C
un
B ear R
e
Washo
Rd
Pine
L ak
Ce da r
eD
Pl
W olf
n
tai
un
o
M
tt 's
Ma
E
k Rd
arac it
m
a
T
m
Sum t
C
Ut
Willow St
e Dr
Fir St
Pine St
Spruce St
r
's
ne
r
P r iv
Dr
eek
uh
se
Dr
80 Interstate E
Do
n
eD
ston r
ok
e Wa y
a nn
e
rn
a
Be
lz
Bo
Ze rmatt Dr
no
Wa
L a us
en Rd
ta
Inte rstate E
e
ny
kC
ay
fW
Dr
g
en
el
l
n
Je e L y
re
ffr ey Wa
en
wo
R ain
bo w
od
Dr
D
r
t
st C
e
r
Fo
Sto
re e
ay A ve
t hw
Pa
eenle a
nsel Ave
Mu
hleb Ha
ac h
W
ay
Ro
un
dh
Mu
i
l
l
hl
y
Fa
c h Wa
lco
rn
n
Be
Po
i nt
in
Sa
t P
l
nters
80
Te lem ark
Pl
ra
a
Ln
Way
t
Chris tie Ln
Swiss
r
W
ay
er
r
Lp
Ln
iss
Sw L n
s
is
Sw
rn S
ho
ms
d
Ra
B lv
ds
r
oo
D
w
os
rth
av
No
D
H e idi Way
n
C openhagen Dr
or
sh
eis ve
W A
H erringbone Way
ey
idg
n
G
w
Si
e
Gl
eb
ie
iV
Oslo Dr
vd
Sk
r
Rd
ol
Ty r
V iew Dr
N
ol
Rd
Slope Way
Chatea u W ay
t Rd
cie
lo
Os
G la
er R
Ct
Cr
l
Dr
sB
lo
od
Os
wo
r th
No
Lp
Ty
r
Sk
i
St
b
Tim
L
ritz n
d
Vik in
Gla
c ie
on
dR
alc
r
Fjo
s
cess
Gyr
Sain
f
t Cro
ix W
ay
ee k Rd
Ald er Cr
t Mo
Sa in
P
se n
E Alder Creek Rd
Iris Rd
C
Sto ny
r w al
Hills id e Dr
e
Ob
cle Lp
n na
Pi
gan g Rd
Be ar
Me ad ow
C
t
sc
Acesa Dr
lt
Co
tt Ln
An d erm a
Wo lf
ar
Hir
H irs
V i ew Ct
E
Buckhorn Ridge Ct
B oc
ly Ln
eW
Fil
tat
t
er s
Sierra Vista C
Int
a
80
rstate
0
0.5
1
2
Miles
Appendix B
Historical Unit Costs
UNIT COST COMPARISONS 1993-2011
DESCRIPTION
2011
Annual
%+/-
Total
%+/-
$159.40
$158.30
4%
57%
N/A
$0.47
7%
103%
$116.75 $102.50
$104.00
$136.00
9%
176%
N/A
$14.40
$15.43
$28.29
$48.48
1%
15%
N/A
$400.00
N/A
15%
421%
1999
2000
2001
2002
2003
2004
2005
Type II Slurry (145lbs/sqyd)
Tons
$100.83
$78.15
$87.40
$81.89
$86.70
$87.73
$96.98
Coldmill 3"-4" & offhaul
Sqft
N/A
N/A
$0.23
$0.20
$0.24
N/A
$0.41
N/A
N/A
AC (Various Thickness/
Aggregate Size)
Tons
$49.34
$56.10
$55.32
$47.75
$45.84
N/A
$73.24
N/A
N/A
Class 2 Aggregate Base
Tons
$42.30
$48.25
$43.50
$21.00
N/A
N/A
N/A
N/A
N/A
Raise Utilities
Ea
$192.00 $150.00 $150.00 $300.00 $241.67 $250.00 $512.50
Note 1: Does not inlcude traffic control, which would increase unit cost to $108.77.
2006
2010
UNITS
2007
2008
2009
$142.38 $133.92 $155.74 $133.65
N/A
N/A
$1,750.00 $1,000.00
Appendix C
Examples of Various OCI Conditions
Road: Bermgarten Road (in 2008)
OCI = 56
Road: Bear Meadows Court (in 2008)
OCI = 55
Road: Estates Drive (in 2008)
OCI = 61
Road: Glenshire Drive (Highland Ave to Bridge (in 2008)
OCI = 73
Road: Washoe Road (in 2008)
OCI = 77
Road: Martis Valley Road (in 2008)
OCI = 80
Road: Parsenn Road (in 2008)
OCI = 84
Road: Alder Creek (Campground to Fjord) (in 2008)
OCI = 86
Road: Cedar Point (in 2008)
OCI = 94
Road: Prosser Dam Road (in 2008)
OCI = 94
Appendix D
Road, Trail, and Parking Lot Inventories
Road Inventory Summary by Zone
Zone
Armstrong Tract
Cambridge Estates
Donner Lake
Downtown
Gateway
Glenshire
Meadow Lake Park
Old Greenwood
Olympic Heights
Ponderosa Fairway Estates
Ponderosa Palisades
Prosser Lake Heights
Prosser Lakeview Estates
Sierra Meadows
Tahoe Donner
Total
Length
(miles)
3.8
1.5
13.9
8.5
1.8
23.2
2.9
4.7
2.2
3.6
2.4
3.9
9.9
7.3
64.3
154
1998 OCI
(Weighted
Average)
58
54
59
49
54
61
55
N/A
59
28
57
32
39
39
65
56
2001 OCI
(Weighted
Average)
88
56
82
52
90
90
91
0
90
32
90
28
63
43
82
74
2005 OCI
(Weighted
Average)
88
56
84
81
89
90
90
82
88
78
90
77
85
90
88
86
2010 OCI
(Weighted
Average)
86
87
91
77
85
86
83
78
89
87
86
88
90
87
86
86
2011 OCI
(Weighted
Average)
88
85
88
76
90
82
88
80
85
83
81
79
88
84
86
85
2012 Town of Truckee Road Inventory
Zone
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Functional Class
Arterial
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
2012 Pavement Inventory4.xlsx
Name
Donner Pass Rd.
Boca St.
Dulzura Rd.
Highway Rd.
Lee Rd.
Martis St.
Palisade St.
Palisade St.
Parker Rd.
Prosser Dr.
Richards Blvd.
Sierra Dr.
Thomas Dr.
Description
Northw to Coldstream
Prosser to Sierra
Prosser Dr. to Martis St.
DonPassRd to Sierra Dr.
Thomas to Prosser
Sierra to Palisade
Martis St. to Prosser Dr.
Prosser Dr. to Thomas Dr.
Thomas to Sierra
Sierra Dr. to Palisade St.
DPR to Martis
Rich/Martis to East end
Palisades to Sierra
ID
7212
3291
3281
1141
1451
1571
1841
1842
1861
2021
2141
2352
2841
Length (feet) Width (feet) Area (sq ft) 1998 OCI 2001 OCI 2005 OCI 2010 OCI 2011 OCI
2817
60
169020
95
84
84
72
91
455
17
7735
26
91
91
91
90
996
14
13944
41
91
89
91
88
370
23
8510
89
91
91
90
90
590
24
14160
45
91
91
91
88
734
23
16882
40
91
90
88
90
1122
15
16830
41
91
87
88
87
632
23
14536
39
91
91
90
90
740
24
17760
38
91
90
90
88
699
24
16776
42
91
91
91
90
4766
25
119150
32
84
87
88
90
4982
24
119568
89
90
87
87
82
1420
23
32660
36
92
91
90
89
Page 1
Zone
Cambridge Estates
Cambridge Estates
Cambridge Estates
Cambridge Estates
Cambridge Estates
Cambridge Estates
Cambridge Estates
Cambridge Estates
Cambridge Estates
Functional Class
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
Name
Bexhill Place
Eastbourne Court
Exeter Ct.
Plymouth Lane
Sherbourne Ct.
St. Albans Pl.
Sudsbury Circle
Woodbridge Ct.
Woodbridge Ln.
Description
Sudsbury Circle to end
Woodbridge to end
St. Albans Pl. to end
Dorchester to end
Dorchester to Dorchester
Glenshire to end
Glenshire to St. Albans
ID
6031
6011
3241
6021
3221
3231
6001
3251
3211
205
24
4920
N/A
N/A
N/A
87
87
350
24
8400
N/A
N/A
N/A
86
88
478
23
10994
87
88
89
90
84
282
24
6768
N/A
N/A
N/A
88
90
475
23
10925
85
91
89
90
84
2046
22
45012
82
87
85
90
85
2062
24
49488
N/A
N/A
N/A
86
85
1065
24
25560
81
86
87
80
84
1103
24
26472
89
88
88
90
85
Page 2
Zone
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Functional Class
Arterial
Arterial
Arterial
Arterial
Collector
Collector
Collector
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Name
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Deerfield Dr.
Donner Lake Rd.
South Shore Dr.
Aspen Street
Cedar Dr.
Cedar Point Dr.
Cold Stream Rd.
Conifer Dr. East
Cottonwood St.
Cottonwood St.
Deerfield Dr.
Dogwood St.
Eder Ct.
Fawn St.
Fawn St.
Fir St.
Larch St.
Maple St.
Mogul Wy.
Moraine Rd.
Moraine Rd.
Old Highway Dr.
Old Highway Dr.
Old Highway Dr.
Olympic Dr.
Pine St.
Pine St.
Point Dr.
Red Mountain Rd.
Rock St.
Salmon St.
Sierra Dr.
South Shore Dr.
South Shore Dr.
Spruce St.
Stub St.
Summit Ct.
Summit Dr.
Tamarack Rd. East
Tamarack Rd. West
Tinker Ct.
Ute Dr.
Washoe Rd.
Willow St.
Description
DonLakeRd-SthShoreDr.
DPR to East on ramp I80
DPR to Summit Crk Brdg
Spruce to Willow
So. Shore to Conifer
Donner Lake Rd to end
State Park gate to DPR
South Shore Dr. to end
Maple St. to Pine St.
15759Cottonwood to Pine
1365ft from 89 to W end
Pine St. to end
Washoe W to Washoe E
Washoe to Pine St.
SoShore to Aspen
SoShore Dr. to Conifer
SouthShore to Conifer
Morain to Olympic
DonPassRd. to Summit
Summit to end
S.Shore to Tamarack E
Tamarack E to Ute
Ute Dr E to Wahoe Rd.
DonPassRd. to Mogul
SoShoreDr. to Cottonw
Cottonwood-end
ESoShore to WSoShore
S. Shore to Placer County
DonPassRd to Moraine
Moraine to Olympic
Summit Crk to Stub St.
Stub to end
Maple to Cottonwood
So. Shore Dr. to end
South Shore to end
DonPassRd. to Moraine
So.Shore to OldHwy
Old Hwy E to Old Hwy S
Fawn St. to end
OldHwy W to OldHwy E
OldHwy to OldHwy
SoShore to Aspen
ID
7213
7214
7215
7216
671
711
2521
91
371
381
511
541
561
562
672
701
3271
901
902
911
1391
1551
1631
1641
1642
1771
1772
1773
1811
1951
1952
1971
2091
2191
2271
2351
2522
2523
2561
2681
2711
2721
2781
2791
3261
2921
2971
3081
7332
32
234624
35
85
75
89
86
9868
32
315776
63
76
67
92
92
1828
32
58496
95
78
86
92
92
3620
24
86880
43
87
91
92
90
1365
25
34125
95
94
81
90
68
5838
28
163464
40
94
90
92
88
1031
25
25775
77
56
94
91
90
727
25
18175
38
78
90
91
90
430
25
10750
39
78
90
91
90
624
24
14976
37
92
71
92
90
600
26
15600
95
93
91
89
85
316
25
7900
39
78
88
90
88
763
24
18312
95
78
85
91
88
725
24
17400
39
78
90
91
88
1945
23
44735
39
42
91
90
90
436
25
10900
40
80
90
91
86
292
22
6424
94
93
81
91
87
700
24
16800
37
78
89
91
88
620
23
14260
90
93
88
91
88
565
25
14125
41
80
89
91
90
374
25
9350
41
80
91
91
90
483
24
11592
39
80
90
90
88
429
23
9867
89
90
91
91
86
2623
24
62952
90
88
88
90
87
298
22
6556
89
90
83
90
86
740
24
17760
40
83
83
92
90
945
24
22680
95
82
89
91
89
1075
24
25800
37
78
86
91
88
2477
24
59448
89
89
86
92
79
965
24
23160
34
78
86
90
87
1538
24
36912
87
84
83
91
84
837
24
20088
42
82
90
91
90
809
23
18607
41
82
87
91
91
270
25
6750
89
89
88
91
91
720
24
17280
38
82
89
91
89
1073
24
25752
89
91
84
91
89
7483
24
179592
77
77
94
91
88
2268
25
56700
89
87
86
91
85
1122
25
28050
46
82
87
89
88
275
24
6600
33
76
88
91
90
268
22
5896
32
82
83
91
86
406
24
9744
89
92
81
91
90
371
25
9275
34
79
87
91
88
658
25
16450
38
80
88
91
88
407
23
9361
88
88
88
91
87
1231
24
29544
34
80
89
91
89
2976
24
71424
31
81
78
91
86
548
24
13152
44
82
89
91
91
Page 3
Zone
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Functional Class
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Collector
Collector
Collector
Collector
Collector
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Name
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Road
Donner Pass Road
Donner Pass Road
McIver Undercrossing
West River St.
West River St.
West River St.
Bridge St.
Church St.
E Jibboom St.
Jibboom St.
Spring St.
Alley
Bridge St.
Church St.
D St.
Dumas Wy.
E Jibboom St.
E St.
E Trout Creek Road
East River St.
East River St.
High St.
High St.
Indian Jack Rd.
Keiser Ave.
Keiser Ave.
Keiser Ave.
McPhetres St.
Old Brockway Rd.
Perkins St.
River Park Pl.
Riverside Dr.
School St.
Smith St.
South East River St.
South River St.
Spring St.
Stevens Lane
Stockrest Springs Road
Trout Creek Rd.
Unnamed Rd.
Description
Bridge St. to W High St.
Bridge St to Glenshire Dr
Glenshire Dr to I-80 Bridge
DPR to W River St
Twn/Co.line to beg 3lanes
end 3lanes to Bridge
DPR to Jibboom St.
Bridge to DPR
Bridge St. to Keiser Ave.
Spring - Bridge
DPR to Jibboom
Spring to Bridge
Jibboom St. to Indian Jack
DPR- East end
Bridge St. to East End
High St. to Keiser Ave.
Keiser to End
School St. to DPR
DPR to end
Bridge to previous end
previous end to end
Keiser Ave. to DPR
Keiser Ave. to Jibboom St
Bridge St. to end
DPR to E Jibboom
end to McPhetres
E Jibboom to end
High St. to End
Highway 267 to end
Spring to Smith
WRiver to end
Bridge to West River St.
Church to Trout Creek
Keiser to North End
SouthRiv,267 to end
267,SoERiv to end
Jibboom to Perkins
Stockrest Springs Road to intx
Donner Pass Rd to Stevens Ln
E.Jibboom to E end
Spring to High
ID
721
722
5001
5002
5003
3471
2961
2962
2963
311
491
1252
1251
2541
41
312
492
641
761
1253
781
3481
801
802
1121
1122
1181
1301
1302
1303
1601
1751
1901
3441
2171
2291
2441
811
2261
2542
6071
6061
2871
3391
2614
27
70578
91
91
82
69
91
2352
32
75264
93
89
88
81
70
2123
40
84920
N/A
N/A
91
84
82
2295
44
100980
N/A
N/A
92
86
74
1957
60
117420
N/A
N/A
91
91
91
700
40
28000
N/A
N/A
90
87
85
3185
24
76440
86
89
89
74
74
903
37
33411
92
91
89
86
86
2534
25
63350
92
91
80
85
85
436
40
17440
90
87
86
70
92
576
27
15552
53
94
91
86
85
972
22
21384
95
92
89
90
87
841
23
19343
62
90
89
82
87
120
26
3120
95
92
91
88
92
686
16
10976
95
85
75
69
59
1122
24
26928
40
43
87
86
88
373
21
7833
35
49
85
86
80
168
17
2856
60
76
91
74
65
141
17
2397
65
40
92
91
90
1812
22
39864
53
53
90
82
82
596
27
16092
86
84
91
88
86
422
15
6330
N/A
N/A
92
91
90
1944
20
38880
28
94
88
80
75
2560
24
61440
N/A
N/A
N/A
N/A
N/A
1682
24
40368
40
29
88
90
88
1133
19
21527
39
28
88
90
87
1219
25
30475
44
44
88
90
90
525
20
10500
87
92
88
90
91
1160
22
25520
43
32
91
89
89
782
22
17204
37
34
91
89
81
103
20
2060
45
39
91
91
90
356
24
8544
61
50
84
89
88
446
17
7582
47
41
91
89
88
617
23
14191
65
84
90
66
62
1178
18
21204
41
36
87
89
89
306
20
6120
37
91
88
87
85
235
21
4935
49
42
89
90
90
574
26
14924
50
66
81
91
89
784
24
18816
41
64
87
89
86
554
22
12188
43
28
91
86
87
770
24
18480
N/A
N/A
N/A
N/A
N/A
230
36
8280
N/A
N/A
N/A
N/A
N/A
320
21
6720
45
43
87
91
91
374
12
4488
47
36
91
91
90
Page 4
Zone
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Functional Class
Arterial
Arterial
Arterial
Arterial
Arterial
Local
Local
Local
Local
Local
Local
Local
Local
Local
Name
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Lake Ave.
Lake Ave.
Levon Ave.
Pine Ave.
Sierra Ave.
Spring Ln.
Tahoe Dr.
Tahoe Dr.
Vista Ave.
Description
oldovrly to Levon
Levon to Pine
Pine St. to Lake Ave.
Sierra St. to 89 South
DonPassRd to Tahoe
Tahoe to Spring
DonPassRd. to Pine
DonPass Rd. to Tahoe Dr
DonPassRd. to Spring
Pine to Tahoe
Pine to Spring
Tahoe N to Tahoe S
DonPassRd. to Spring Ln.
ID
723
724
725
726
727
1341
1342
1481
1911
2341
2531
2771
2772
2951
362
60
21720
95
89
87
87
85
288
60
17280
95
89
88
82
91
142
60
8520
95
88
87
82
91
443
60
26580
95
86
87
79
91
909
60
54540
95
87
88
73
91
300
20
6000
36
93
89
90
88
500
20
10000
57
93
91
90
91
1116
40
44640
37
92
92
83
91
353
24
8472
34
88
87
90
89
781
18
14058
43
92
90
91
91
1838
20
36760
43
93
90
89
88
1712
30
51360
41
92
87
89
90
200
21
4200
52
92
89
N/A
89
775
19
14725
46
84
89
90
90
Page 5
Zone
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Functional Class
Arterial
Arterial
Arterial
Arterial
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
Name
Glenshire Dr.
Glenshire Dr.
Glenshire Dr.
Glenshire Dr.
Dorchester Drive
Dorchester Drive
Dorchester Drive
Dorchester Drive
Glenshire Dr.
Glenshire Dr.
Glenshire Dr.
Allenby
Archeryview
Archeryview
Argyll Place
Balfour Reach
Beacham Pl.
Becket Pl.
Belford Pl.
Berkeley Ct.
Berkshire Cir.
Briar Cir.
Canterbury Ln.
Cavalier Rise
Chatam Reach
Chelsea Pl.
Chicwick Reach
Codogan St.
Court Jester
Courtenay Ln.
Cromley Sq.
Crown Cir.
Donnington Ln.
Donnington Ln.
Donnington Ln.
E Laburnham Cir.
Edinburgh Dr.
Eton Pl.
Evensham Pl.
Hasting Heights
Huntsman Leap
Ickneld Wy.
Kent Dr.
Lancaster Pl.
Lance Dr.
Lighthill Pl.
Manchester Dr.
Manchester Dr.
Melbourne Ct.
Nelson St.
Old Highway 40
Oxford Cir.
Powder Horn
Regency Cir.
Rolands Wy.
Royal Crest
Royal Wy.
Description
DPR to Olympic Blvd.
Olympic to Highland
Highland to WedgeBridge
W Bridge to Monuments
Glen-WManchester
WManch to Rolands Way
Rolands to E Manchester
E Manch to N Glenshire
Monuments to Somerset
Icknield to end
North end to Whitehrse
Whitehrse-Crown Cir.
Donnington to N end
Sherwood to end
Donnington to end
Regency Cir. to S end
Edinburgh to S end
Dorchester to end
Glenshire N to Glenshire E
Dorchester E to Dorchester W
Courtenay to Glenshire
Royal Wy to end
The Strand to end
Glenshire to end
Sherwood to South end
Saxon Wy to Cav Rise
Royal Crest to end
Sommerset to N end
Waterloo to end
WhitehArch to Whiteh S
Strand to Royal Way
Sommerset to Strand
Royal t Don/Don
Manchester to end
Regency Cir to end
Donnington Ln. to end
Rolands E To Rolands W
Regency Cir to end
Archery E to Archery W
Mancherster to end
Sherwood to end
Regency Cir. to end
Wiltshire Ln. to end
Berkshire to end
DorchestW to White Horse
White Horse to DorchestE
Glenshire Dr. to end
Royal Wy. to Royal Crest
Courtenay to Wellington
Royal Crest to end
Courtenay to end
Glenshire to Dorchester
Royal Wy. to end
Donnington to end
ID
1011
1012
1013
1014
751
752
753
754
1015
1016
1017
31
71
72
81
121
161
181
191
211
221
301
351
361
441
451
461
501
571
581
621
631
741
742
743
1332
831
861
871
1081
1161
1171
3431
1361
1371
1491
1541
1542
1621
1691
1761
1831
2001
2111
2211
2241
2251
6127
26
159302
92
86
89
70
60
4206
24
100944
92
91
88
85
66
8669
24
208056
95
91
88
72
63
4150
24
99600
95
93
88
79
67
1334
24
32016
95
88
90
90
90
2432
24
58368
49
94
90
91
91
3552
32
113664
41
94
90
88
88
2735
24
65640
54
94
90
79
78
5183
24
124392
34
92
90
74
61
4700
24
112800
40
94
89
84
82
2448
24
58752
30
94
89
88
86
264
28
7392
48
94
92
91
91
810
25
20250
41
94
91
90
90
1800
25
45000
39
94
91
91
91
158
22
3476
44
94
91
75
75
528
24
12672
45
91
91
91
90
367
24
8808
43
94
91
92
90
316
24
7584
32
91
91
91
88
422
25
10550
87
87
89
90
90
211
26
5486
39
94
91
88
89
2059
26
53534
93
92
90
89
85
950
22
20900
95
92
92
88
87
1003
24
24072
36
91
89
89
87
1995
25
49875
37
94
91
93
91
422
23
9706
95
92
91
89
89
158
30
4740
37
92
88
90
89
475
24
11400
39
92
90
91
91
1003
24
24072
54
94
91
92
92
158
24
3792
67
94
91
92
91
1320
24
31680
95
91
91
89
89
369
24
8856
39
94
91
90
91
950
25
23750
41
94
91
90
91
1356
24
32544
95
91
91
90
89
2633
25
65825
73
49
91
92
91
3935
25
98375
41
94
91
85
85
739
25
18475
48
94
91
89
91
739
25
18475
77
82
89
90
89
158
25
3950
42
94
88
75
75
2164
25
54100
37
94
91
90
88
369
24
8856
40
92
90
91
90
1900
24
45600
44
94
91
87
92
1372
25
34300
51
94
92
90
90
316
24
7584
56
35
92
92
83
739
24
17736
30
93
89
92
90
264
24
6336
39
92
84
86
91
422
20
8440
67
52
91
92
91
2114
24
50736
38
94
90
90
88
1531
24
36744
38
94
90
89
87
211
24
5064
37
94
92
91
91
1575
24
37800
36
94
90
92
91
1328
24
31872
32
91
91
63
57
787
24
18888
95
91
91
91
90
157
28
4396
58
94
91
92
92
1531
24
36744
41
86
90
90
87
1942
25
48550
95
93
90
91
90
2310
24
55440
33
94
91
92
92
3484
24
83616
38
94
89
92
85
Page 6
Zone
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Functional Class
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
Name
Saxon Wy.
Sheffield Pl.
Sherwood Dr.
Sinclair St.
Sommerset Dr.
St. James Pl.
Stampede Meadows Rd.
Stuart Staithe
Suffolk Pl.
Surry Pl.
The Strand
Tottenham Ct.
Tudor Ln.
Waterloo Cir.
Wellington Wy.
Wellington Wy.
West Laburnham Cir.
Whitehorse Rd.
Whitehorse Rd.
Wiltshire Ln.
Winsor Wy.
Worchester Cir.
Wyckham Wy.
Wycliff Ln.
Yorkshire Ln.
Description
Nelson to Cavalier Rise
Sommerset to end
Sommerset to end
Waterloo Cir. to end
Glenshire to end
Winsor Wy. to end
I80Wonramp to Town limit
Glenshire to end
Donnington to end
Glenshire to end
Whitehorse to end
Whitehorse to end
Dorchester to end
Glenshire to end
Manchester to end
Glenshire to end
Manchester to end
Canterbury to Glenshire
Sommerset to end
Rolands W to Rolands E
Manchester to end
Rolands to end
Glenshire to end
ID
2281
2311
2321
2371
2511
2591
2621
2671
2691
2751
2831
2861
2891
2981
3001
3002
1331
3041
3042
3091
3101
3131
3141
3151
3171
1214
25
30350
52
94
91
92
90
422
24
10128
92
89
88
87
88
840
26
21840
38
92
91
91
90
211
28
5908
41
94
91
92
90
3854
25
96350
85
91
85
87
84
475
24
11400
40
91
91
91
90
3255
25
81375
88
69
87
90
89
1056
26
27456
55
94
91
92
92
211
24
5064
95
91
91
91
91
369
24
8856
93
91
91
92
90
3009
22
66198
61
87
91
90
90
316
25
7900
43
94
91
87
89
158
25
3950
39
94
92
92
89
2376
27
64152
44
94
91
91
90
1288
24
30912
95
92
91
91
90
390
24
9360
95
92
93
92
90
723
25
18075
43
94
91
91
91
200
26
5200
44
80
76
68
67
2320
24
55680
78
91
91
90
90
897
25
22425
37
91
89
90
90
897
28
25116
49
91
90
91
90
1425
24
34200
43
94
91
91
91
739
24
17736
49
94
92
91
91
158
25
3950
46
95
92
86
89
158
24
3792
41
94
92
91
91
Page 7
Zone
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Functional Class
Arterial
Arterial
Arterial
Arterial
Arterial
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Name
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Hwy 89 S Extension
Brook Ln.
Bull Pine Trail
Cedar Trail
Donner Trail Rd.
Edmunds Dr.
Forest Ln.
Frates Ln.
Glen Rd.
Glen Rd.
Meadow Wy.
Ridge Rd.
Rocky Ln.
Valley Rd.
White Fir Tr.
Description
DPR to Caltrans R/W
Donner Trail to Meadow
Northwoods to end
Northwoods to end
DPassRd. to Bull Pine Trl
DTrail S to DTrail N
Frates to Meadow
RidgeRd. to ForestLn.
Frates Ln to West end
Meadow to West end
Rocky to DonnerPassRd.
W end to Frates Ln.
Donner Trail to end
Meadow to end
Northwoods to end
ID
728
729
7210
7211
3451
321
341
391
731
841
951
961
1001
1002
1611
2151
2201
2931
3031
265
60
15900
95
87
87
75
91
677
60
40620
95
82
87
79
91
1245
60
74700
95
83
87
77
91
476
60
28560
95
83
87
75
91
560
80
44800
89
93
91
68
66
1315
24
31560
44
94
89
91
90
681
24
16344
39
92
88
91
86
545
24
13080
86
75
91
80
90
1886
23
43378
40
94
90
90
85
1114
23
25622
45
94
91
90
90
838
23
19274
40
94
89
91
86
288
21
6048
87
94
91
91
88
205
23
4715
47
94
94
91
90
296
22
6512
46
94
94
91
91
1028
23
23644
35
94
91
90
87
1123
23
25829
43
93
91
91
91
1447
24
34728
41
92
91
89
91
815
23
18745
43
90
91
91
90
598
24
14352
40
94
91
N/A
90
Page 8
Zone
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Functional Class
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Name
Caleb Circle
Caleb Drive
Fairway Drive
Frontier Trail
Gold Rush Trail
Legacy Court
Lookout Circle
Lookout Loop
Old Truckee Airport Road
Settlers Lane
Trappers Trail
Villa Court
Description
Caleb Drive to End
Lookout Loop to Lookout Loop
Old Airport Rd to Lookout Lp
Lookout Loop to End
Lookout Loop to End
Fairway Drive to End
Lookout Loop to End
Fairway Drive to Fairway Drive
I-80 to Fairway Drive
Lookout Loop to End
Lookout Loop to End
ID
5131
5121
5081
5161
5181
5151
5101
5091
5071
5111
5171
5191
200
24
4800
N/A
N/A
91
92
91
3200
24
76800
N/A
N/A
91
92
90
9500
24
228000
N/A
N/A
91
92
89
486
24
11664
N/A
N/A
N/A
N/A
N/A
177
24
4248
N/A
N/A
N/A
N/A
N/A
608
24
14592
N/A
N/A
N/A
N/A
N/A
150
24
3600
N/A
N/A
91
92
91
7000
24
168000
N/A
N/A
91
92
89
1500
24
36000
N/A
N/A
91
N/A
85
800
24
19200
N/A
N/A
91
92
90
515
24
12360
N/A
N/A
N/A
N/A
N/A
578
24
13872
N/A
N/A
N/A
N/A
N/A
Page 9
Zone
Olympic Heights
Olympic Heights
Olympic Heights
Olympic Heights
Olympic Heights
Olympic Heights
Functional Class
Local
Local
Local
Local
Local
Local
Name
E Ridge Rd.
Floriston Ct.
Highland Ave.
Kayhoe Ct.
Olympic Blvd.
Riverview Ct.
Description
Highland to Olympic
Highland to Olympic
Glenshire to Olympic
Olympic Blvd. to end
Glenshire to Floriston Ct.
Highland to end
ID
3411
931
1131
1281
1791
2161
1056
24
25344
34
92
88
90
85
300
24
7200
39
93
88
90
89
4662
23
107226
95
88
88
90
86
646
28
18088
37
94
84
83
80
3355
23
77165
36
91
87
88
85
1640
23
37720
32
92
90
89
84
Page 10
Zone
Functional Class
Collector
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Name
Soaring Way
Estates Dr.
Estates Dr.
Joerger Drive
Martis Dr.
Martis Dr.
Ranch Wy.
Renyolds Wy.
Riverview Dr.
Riverview Drive
Rosa Ct.
Stewart Ct.
Description
SR267 to Truckee Airport Rd
Brockway to end
Martis to end of Estates E
Soaring Way to TSD entrance
Estates to Riverview
Riverview to Renyolds
Martis Dr. to end
Hwy267 to Martis Dr.
Martis to end
Estates Drive to end
Martis Dr. to end
Reynold Wy. to end
ID
5061
851
852
5031
3421
3422
2071
2121
2181
2182
2221
2641
3100
40
124000
N/A
N/A
94
92
82
2855
24
68520
54
93
77
92
91
165
24
3960
38
64
89
92
91
4775
32
152800
N/A
N/A
91
79
75
850
23
19550
45
42
89
89
84
1477
24
35448
95
92
88
84
83
116
26
3016
37
33
88
88
88
2406
24
57744
51
45
89
91
88
656
26
17056
57
57
90
91
88
2170
24
52080
N/A
N/A
N/A
82
80
147
24
3528
56
49
90
83
82
184
25
4600
55
49
88
91
88
Page 11
Zone
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Functional Class
Collector
Collector
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Name
Palisades Dr.
Ponderosa Dr.
Aspenwood Rd
Blueberry Rd.
Gooseberry Ct.
Pine Cone Rd.
Pine Cone Rd.
Purple Sage Rd.
Rainbow Ct.
Sky Line Ct.
Snowflower Ct.
Sunrise Ct.
Tamarack Wy.
Willey Wy.
Wyetha St.
Description
Hwy267-Ponderosa Dr.
PlacerCo. to end
Purple Sage to Aspenwood
Purple Sage-end
Ponderosa to N end
Palisades Dr to end
Aspenwood Rd. to end
Blueberry to end
Blueberry Rd. to end
Placer Co. to North end
Blueberry to end
Pine Cone to Ponderosa
Aspenwood to end
Placer Co. to Purple Sage
ID
1851
1981
101
281
1021
1921
3461
2031
2041
2421
2481
2741
2801
3071
3161
2205
25
55125
95
94
89
79
68
2279
25
56975
95
94
91
90
72
897
30
26910
41
94
87
90
88
1123
27
30321
38
94
93
89
88
299
35
10465
38
94
91
91
90
1093
25
27325
39
93
90
91
82
565
28
15820
N/A
N/A
91
78
84
1515
30
45450
38
94
91
90
89
186
30
5580
41
94
91
85
86
1749
24
41976
41
94
91
83
85
181
24
4344
39
94
91
87
89
263
30
7890
39
94
91
86
88
316
24
7584
37
95
91
91
89
121
32
3872
42
94
91
85
89
141
30
4230
37
94
91
91
91
Page 12
Zone
Functional Class
Collector
Collector
Collector
Collector
Local
Local
Local
Local
Local
Local
Name
Alder Dr
Comstock Drive
Comstock Drive
Pioneer Trail
Barnes Dr.
Beacon Road
Industrial Way
Jacobs Ct.
Lockwood Dr.
Rue Ivy
Description
89 North to end
Pioneer Trail to Bridge
Bridge to Alder Drive
DPR to Comstock Drive
Beacon to end
Alder to Nend
Comstock Drive to End
Barnes Dr. to end
Beacon to end
Donner Pass Road to end
ID
21
5051
5052
5041
131
171
6051
1221
1511
6041
4702
24
112848
95
93
92
90
68
750
32
24000
N/A
N/A
91
91
90
3075
24
73800
N/A
N/A
91
91
89
3760
44
165440
N/A
N/A
91
90
76
1347
24
32328
43
31
91
89
85
2046
24
49104
41
31
92
91
89
620
24
14880
N/A
N/A
N/A
N/A
N/A
926
24
22224
41
23
92
91
87
688
25
17200
38
25
92
92
91
2674
24
64176
N/A
N/A
N/A
93
92
Page 13
Zone
Functional Class
Collector
Collector
Collector
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Name
E Alder Creek Rd.
Prosser Dam Rd.
Rainbow Dr.
Blue Jay Ln.
Crocus Ct.
Crocus Dr.
Daisey Ct.
E Alder Creek Rd.
Forest Ct.
Greenwood Ct.
Greenwood Dr.
Heather Rd.
Iris Rd.
Jeffery Wy.
Lakeview Ct.
Lariat Ct.
Lariat Ln.
Laurelwood Dr.
Lemon Ct.
Lenelle Ln.
Lilac Ct.
Madrone Ln.
Nuthatch Ct.
Pine Forest Rd.
Poppy Ln.
Prosser Dam Rd.
Ski Run Rd.
Snowshoe Cir.
Snowshoe Ct.
Whiskey Jack Ct.
Whitetail Ct.
Whitetail Ln.
Description
Hwy 89 to Rainbow
Hwy 89 to 35 mph zone
Hwy 89 to E Alder Creek
Lariat to Whitetail
Crocus Dr. to end
Laurelwood to Heather
Iris Rd. to end
Rainbow to end
Pine Forest to end
Greenwood Dr. to end
PineFor. N to PineFor. S
PineForest to EAlderCr
Poppy to Pine Forest
Poppy to Greenwood
Rainbow to end
Lariat Dr. to end
Rainbow to Whitetail
Rainbow Dr. to end
Heather Rd. to end
Pine Forest to Greenwood
Iris Rd. to end
Rainbow to Greenwood
Whitetail Ct. to end
Rainbow to EAlderCreek
EAlderCrk to Heather
35 mph zone - Town limits
Rainbow N to Rainbow S
Snowshoe Cir. to end
Rainbow Dr. to end
Rainbow Dr. to end
Rainbow to Pine Forest
ID
771
2011
2051
271
601
611
651
772
941
1041
1051
1091
1211
1242
1351
1401
1411
1431
1461
1471
1501
1531
1731
1941
1991
2012
2391
2451
2461
3011
3051
3061
439
24
10536
49
94
91
N/A
87
6620
24
158880
31
30
51
90
90
6557
26
170482
37
94
91
92
88
328
23
7544
44
45
91
90
90
314
24
7536
43
42
88
91
88
618
24
14832
39
38
89
91
88
160
30
4800
46
44
91
90
90
3400
24
81600
49
94
90
91
88
331
28
9268
38
37
90
90
88
204
26
5304
43
42
89
90
90
3771
22
82962
40
36
89
91
88
2190
26
56940
35
94
91
90
80
1270
24
30480
41
39
89
90
90
2634
22
57948
44
43
89
91
90
155
24
3720
45
42
89
91
90
167
24
4008
41
39
89
90
88
1321
24
31704
46
42
89
90
88
2252
24
54048
39
94
88
91
89
369
24
8856
43
42
90
90
88
1046
24
25104
46
46
88
90
90
150
32
4800
48
46
89
91
90
510
28
14280
43
41
89
91
91
171
24
4104
46
50
87
91
90
4162
24
99888
37
94
88
91
85
1144
24
27456
41
40
89
90
90
3650
24
87600
40
37
90
91
91
1328
24
31872
40
94
89
92
89
3283
24
78792
34
94
89
91
89
208
32
6656
34
94
89
90
88
580
24
13920
53
52
89
90
90
674
24
16176
43
43
89
91
88
2051
26
53326
37
37
89
90
87
Page 14
Zone
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Functional Class
Arterial
Arterial
Arterial
Arterial
Collector
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Name
Brockway Road
Brockway Road
Brockway Road
Brockway Road
Martis Valley Rd.
Alpine Fir Rd
Bishop Pine Rd.
Columbine Rd.
Dogwood Rd.
Evergreen Cir.
Frond Rd.
Hope Court
Indian Pine Rd.
Jeffery Pine Rd.
Laurel Ct.
Old Mill Rd.
Pine Cir.
Red Fir Rd.
Redbud Ct.
Shore Pine Rd.
Snowberry Rd.
Star Pine Rd.
Stone Pine Rd.
Sugar Pine Rd.
Torrey Pine Rd.
White Fir Rd.
Description
Palisades Dr to Estates Dr
Estates Dr to Martis Valley Dr
Martis Valley Drive to SR267
Hwy267 to Placer Co.Line
Torrey to Jeffery Pine
Indian Pine to Placer line
Oldmill to N end
E end to W end
Torrey Pine to end
Shore Pine to South end
Brockway Road to end
TorreyP N to TorreyP S
TorreyPine to MartisValley
Columbine to end
MartisValley to Placer Co.
Jeffery Pine Rd. to end
MartisV W to Martisl E
Columbine to end
Columbine to end
Bishop Pine to Red Fir
PlacerCo. to N end
MartisValley to PlacerCo.
Star Pine to Martis Valley
Palisades to Snowberry
ID
5011
5012
5013
5014
1581
51
261
521
691
881
971
5021
1191
1231
1421
1781
1931
2081
2101
2331
2471
2631
2661
2701
2851
3021
2520
46
115920
N/A
N/A
91
90
80
1410
46
64860
N/A
N/A
90
89
80
3335
30
100050
N/A
N/A
88
89
80
1745
46
80270
N/A
N/A
91
86
72
3603
24
86472
91
93
81
73
65
418
24
10032
75
67
92
91
90
1102
26
28652
61
58
94
90
90
1700
24
40800
49
37
91
89
87
366
28
10248
60
69
90
86
86
431
23
9913
57
50
94
87
86
333
25
8325
98
75
87
87
84
1340
32
42880
N/A
N/A
89
90
88
1690
25
42250
34
34
94
87
86
4285
25
107125
26
87
92
88
87
387
25
9675
65
55
90
90
89
895
24
21480
35
31
93
89
89
136
24
3264
66
57
92
91
90
2782
25
69550
47
41
92
91
90
203
24
4872
53
48
90
91
88
1331
24
31944
98
87
89
87
84
1156
25
28900
66
65
95
91
91
2268
25
56700
38
33
88
91
90
584
23
13432
49
48
92
91
90
657
25
16425
53
50
84
91
91
2960
24
71040
44
41
94
86
86
1024
25
25600
48
39
91
90
90
Page 15
Zone
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Functional Class
Arterial
Arterial
Collector
Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
Name
Northwoods Blvd.
Northwoods Blvd.
Alder Creek Rd
Alder Creek Rd
Alder Creek Rd
Fjord Rd.
Northwoods Blvd.
Northwoods Blvd.
Northwoods Blvd.
Northwoods Blvd.
Schussing Wy.
Schussing Wy.
Alder Creek Rd
Andermatt Lane
Baden
Basel Pl.
Bavarian Way
Bear Meadows Court
Bennett Flat Rd.
Bennett Flat Rd.
Bermgarten Rd.
Bern Way
Bernese Ln.
Bolzano Rd.
Brookstone Dr.
Brookstone Dr.
Chalet Rd.
Chamonix Rd.
Chapelle Pl.
Chateau Wy.
Christie Ln.
Copenhagen Dr.
Cristallina Wy
Davos Dr.
Davos Dr.
Davos Dr.
Davos Dr.
Edelweiss Pl.
Falcon Point Pl.
Falcon Point Pl.
Glacier View Rd.
Glacier Wy
Greenleaf Wy.
Gyrfalcon St.
Hansel Ave.
Hansel Ave.
Heidi Wy.
Herringbone Wy.
Hillside Dr.
Hillside Dr.
Hillside Dr.
Innsbruck
Julian Ave.
Kitzbuhel Rd.
KT Ct.
Landeau Ln.
Lausanne Wy.
Description
TDonMonum to Northw
Hwy 89 to Schussing
Schus - Campground
Campground-Fjord
Northwoods to N Hansel
upperHansel to upperDavos
upperDavos to Insbruck
Pathway to new ovrly
new ovrly to Alder Crk
Fjord to West end
Wolfgang to Pin. Loop
Zermatt to Baden
Lausanne to Mougle
Mougle (E) to Mougle (W)
Skislope to end
Hansel to Lausanne N
Laussane N to Laussane S
Skislope to end
Bernese to Northwoods
Northwoods to Bernese
Innsbruck to Northwoods
Lausanne to Schussing
Schussing to end
Matterh to Matterh
Falcon Point to Northwoods
Norse to Chalet
Chalet N to Chalet S
Northwoods-Skislope
SkislopeW to SkislopeE
Swiss S to Swiss N
Northw far E to North E
Northw E to Northw W
NorthwW to NorthwE
Northw farwest to Skislope
Swiss to Cristallina
Muhlebach to Chamonix
Chamonix to Hansel
Skiview Loop to Tyrol Rd
Skislope Wy. to end
Hansel to Pathway
Hillside W to Hillside E
Northw E to Lausanne
Lausanne to Northw W
Davos N to Davos S
Skislope to Copenhagen
Northwoodsw to Solvang
Solvang to Gryfalcon
Gyrfalcon to Northw E
Davos to Northwoods
Oslo to Northwoods
Mougle to Sitzmark
Mougle to end
Muhlebach to Hansel
ID
1721
1722
11
12
13
921
1723
1724
1725
1726
2303
2304
14
61
111
141
151
5141
201
202
231
241
251
291
331
332
3401
411
421
431
481
551
471
661
662
663
664
821
891
892
981
991
1031
1061
1071
1072
1101
1111
1151
1152
1153
1201
1261
1321
1271
1381
1441
4734
25
118350
87
88
90
83
82
2518
37
93166
74
51
90
90
89
7552
24
181248
94
85
88
88
79
9667
24
232008
94
80
87
82
77
6361
24
152664
81
86
87
85
83
438
35
15330
93
92
90
84
82
9632
24
231168
69
45
89
80
78
9889
24
237336
77
56
91
88
83
6276
24
150624
71
71
94
90
83
6399
24
153576
75
68
90
87
79
1871
26
48646
94
92
91
89
87
3058
24
73392
94
84
87
78
72
3947
24
94728
75
79
87
87
83
742
23
17066
35
25
90
90
88
2957
23
68011
39
91
91
89
88
405
24
9720
91
92
90
87
88
909
23
20907
56
92
89
86
73
700
24
16800
N/A
N/A
69
92
92
2275
23
52325
95
92
87
81
89
3897
23
89631
91
93
77
87
88
195
23
4485
52
90
73
90
90
249
24
5976
54
94
91
91
91
4883
24
117192
52
94
90
N/A
90
1606
24
38544
47
92
91
85
89
1047
24
25128
33
91
89
90
90
2026
23
46598
95
91
88
91
87
3430
24
82320
39
94
91
87
86
3053
25
76325
45
93
88
90
90
370
21
7770
44
94
91
90
90
1122
23
25806
40
94
91
90
90
1283
25
32075
92
91
78
90
88
6274
23
144302
32
93
64
88
88
2701
24
64824
47
92
89
86
87
1798
24
43152
37
91
89
90
86
6397
23
147131
45
91
84
90
88
2917
24
70008
40
93
89
89
88
564
31
17484
43
94
91
89
88
903
23
20769
46
91
88
88
88
2503
24
60072
95
91
93
89
89
2821
24
67704
91
91
87
89
89
2111
24
50664
40
94
91
89
89
789
24
18936
48
41
91
88
86
1981
24
47544
95
93
92
89
90
2157
24
51768
86
89
89
85
84
1050
24
25200
95
91
90
88
88
9875
24
237000
94
90
90
90
83
2737
23
62951
38
91
89
90
90
3536
23
81328
39
92
89
90
88
2088
25
52200
91
92
88
86
82
4958
25
123950
44
94
91
85
84
1000
25
25000
91
91
88
88
86
1425
23
32775
35
93
87
91
90
419
24
10056
43
94
91
86
87
3238
23
74474
95
90
88
90
87
558
23
12834
43
94
88
91
90
653
24
15672
91
93
91
89
89
7454
26
193804
84
81
87
91
86
Page 16
Zone
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Functional Class
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
Name
Lausanne Wy.
Lucerne Ln.
Matterhorn Pl.
Mougle Ln.
Mougle Ln.
Mougle Ln.
Muhlebach Wy.
Muhlebach Wy.
Munich Dr.
Nordic Ln.
Norse Ave.
Oberwald Wy.
Oslo Dr.
Parsenn Rd.
Pathway Ave.
Peregrine Dr.
Pinnacle Loop
Ramshorn St.
Rhineland Ave.
Roundhill Dr.
Roundhill Dr.
Schussing Wy.
Schussing Wy.
Sierra Glen Wy.
Sitzmark Wy.
Ski View Loop
Skislope Wy.
Skislope Wy.
Skislope Wy.
Skislope Wy.
Skislope Wy.
Skislope Wy.
Slalom Wy.
Snowpeak Wy.
Snowpeak Wy.
Snowpeak Wy.
Solvang Wy.
Springbrook Pl.
St. Bernard Dr.
St. Bernard Dr.
St. Bernard Dr.
St. Croix Wy.
St. Moritz Ln.
Staghorn Rd.
Stockholm Wy.
Sun Valley Rd.
Swiss Ln.
Swiss Ln.
Telemark Pl.
Teton Wy.
Tundra Dr.
Tyrol Rd.
Viking Wy.
Weisshorn Wy.
Winter Ave.
Wolfgang Rd.
Wolfgang Rd.
Description
Hansel S to Hansel N
Swiss N t Swiss S
Snow Peak to Chalet
Sitzmark to 11820 Mougle
11820Mgle to 11406Mgle
11406Mgle to Mgle/Mgle
Northwoods to Landeau
Landeau to Muhlebach
Sitzmark to Mougle
Sitzmark to Mougle
Northw S to Northw N
WolfgangE to WolfgangW
Hansel to Oslo
Wolfgang to Pinnacle
Hansel to Schussing
Gyrfalcon to Solvang
Andermatt to Andermatt
NorthwE to NorthwW
Snowpeak to Northwoods
Muhlebach to 500ft East
500fteast to MuhlebachE
Lausane to St. Bernard Dr.
St. Bernard to Pathway
Northwoods to Skiview
Mougle to Schussing
SierraGlen to SierraGlen
AlderCreek to Snowpeak
Snowpeak to 600' BM
600' past BM to Glacier
Glacier to Davos
Davos to Herringbone
Herringbone-Northwoods
Northwoods to Snowpeak
Skislope to Slalom
Slalom to Northwoods
Gyrfalcon to Hillside
Skislolpe N to Skislope S
Hansel to Schussing
Schussing to end
Northwoods to Hillside
Solvang to Hillside
Parsenn to Alder Creek
SwissLn.N to SwissLn. S
Northw to Swiss/Swiss
Swis/Swis to Swis/Swis
Schussing to end
Ski Slope to end
Mougle to end
Skiview E to Skiview W
Copenhagen-Davos
Hansel to Oslo
AlderCrk W to Andermatt
Andermatt to AlderCrk E
ID
1442
1521
1591
1651
1652
1653
1671
1672
1681
1701
1711
1741
1821
1871
1881
1891
1961
2061
3361
2231
2232
2301
2302
2361
2381
2411
2401
2402
2403
2404
2405
2406
2431
2491
2492
2493
2501
2551
2571
2572
2573
2581
2601
2611
2651
2731
2761
2762
2811
2821
2901
2911
2941
2991
3111
3121
3122
1531
23
35213
43
92
89
89
89
1093
23
25139
39
91
85
90
88
352
24
8448
40
94
91
91
91
2045
23
47035
77
92
88
88
89
2168
24
52032
91
92
87
89
89
4370
24
104880
35
92
88
88
89
1644
24
39456
90
91
87
90
87
6630
24
159120
95
93
89
90
88
987
26
25662
48
92
89
91
89
1029
24
24696
47
92
89
90
88
1950
24
46800
31
94
91
85
87
1894
24
45456
38
35
90
89
89
4884
24
117216
95
93
88
88
85
1637
24
39288
37
36
81
88
87
4744
24
113856
95
92
87
90
88
1759
24
42216
37
94
91
90
87
4009
23
92207
40
40
89
89
86
1873
24
44952
41
92
89
90
89
2986
24
71664
93
89
87
86
86
500
24
12000
90
92
89
88
88
2161
24
51864
43
92
88
88
88
2420
24
58080
42
92
84
89
87
1203
26
31278
92
84
87
91
91
658
25
16450
90
92
90
88
89
5271
24
126504
42
92
88
91
90
8318
25
207950
40
96
89
77
87
2778
25
69450
85
90
82
85
84
1000
24
24000
95
90
80
68
87
7170
24
172080
37
28
89
85
86
11426
24
274224
42
42
87
87
89
6839
24
164136
40
92
88
81
86
4323
24
103752
51
89
88
90
88
2064
30
61920
88
91
86
83
82
566
29
16414
54
69
91
89
88
2113
30
63390
85
92
88
88
86
3805
27
102735
91
91
90
90
89
3868
23
88964
38
94
90
89
86
1134
25
28350
93
93
90
89
83
3590
24
86160
95
92
89
91
90
669
24
16056
91
93
90
90
90
2554
24
61296
95
92
88
90
90
1232
23
28336
43
94
90
85
85
1256
23
28888
41
20
91
90
90
365
23
8395
45
94
91
89
86
4799
23
110377
89
80
90
88
86
1290
23
29670
43
91
83
90
83
1535
24
36840
47
91
89
89
88
7293
24
175032
37
91
85
88
85
663
24
15912
95
91
88
91
89
98
24
2352
62
91
90
51
57
845
24
20280
95
92
88
91
89
4796
24
115104
40
94
89
90
87
2447
24
58728
93
89
88
88
85
1414
23
32522
37
93
89
91
89
506
21
10626
47
47
91
89
89
3488
24
83712
49
38
91
90
87
3636
25
90900
92
89
88
89
87
Page 17
Zone
Tahoe Donner
Tahoe Donner
Functional Class Name
TSSA Local
Zermatt Dr.
TSSA Local
Zurich Pl.
Description
Nwoods E to Nwoods W
Nwoods S to Nwoods N
ID
3181
3191
4141
24
99384
37
91
89
90
85
1543
24
37032
38
91
89
90
91
Page 18
Non‐Town Maintained Roadways with Potential to be Accepted for Maintenance
Road Name
Allenby Way
Aspenwood Rd
Bottcher Loop
Brickell Ct
Business Park Dr
Cavern Way
Chelmsford Cir
China Camp Rd
Coburn Dr
Courtenay Ct
Courtenay Ln
Frates Rd
Ghirard Ct
Granite Dr
Havern Hill Ct
Henness Rd.
Henness Rd.
Kelly Dr.
Labelle Ct
Lamplighter Way
Lance Dr
Meek Ct.
Parkland Dr
Passage Pl
Ryley Ct
Saddleback Dr
Stamford Ct
Sutters Trail.
Tudor Ln
Winchester Ct
Total
Description
Icknield to end
PlacerCo. to end
Entire Length
Entire Length
Entire Length
Entire Length
Entire Length
Entire Length
Entire Length
Entire Length
Sommerset to N end
Entire Length
Entire Length
Entire Length
SR 89 to Prosser Dam Rd
Prosser Dam Rd to Prosser Dam Rd
Entire Length
Entire Length
Entire Length
Entire Length
Entire Length
Entire Length
Entire Length
Entire Length
Entire Length
Entire Length
Whitehorse to end
Entire Length
Subdivision
Sierra Bluff Subdivision
Aspenwood Road Subdivision
Grays Crossing Phase II
Grays Crossing Phase I
‐‐
Donner Crest Subdivision
Cambridge Estates Subdivision Phase IV
Cambridge Estates Subdivision Phase V
‐‐
Pine Forest Subdivision
Grays Crossing Phase III
‐‐
Old Greenwood
Sierra Bluff Subdivision
Year Built
2006
2005
2006
2005
‐‐
2006
2003
2005
2005
2005
2005
2000
2006
2004
2005
2007
2006
2006
2005
2006
2005
2006
2004
2006
2006
2004
‐‐
2006
2006
2005
Length (feet)
1623
661
3055
354
477
1167
1928
4083
1788
453
563
473
6347
2596
353
5126
2588
1940
556
1770
1374
889
1298
1263
379
2989
257
960
1597
565
49471
Length (miles)
0.31
0.13
0.58
0.07
0.09
0.22
0.37
0.77
0.34
0.09
0.11
0.09
1.20
0.49
0.07
0.97
0.49
0.37
0.11
0.34
0.26
0.17
0.25
0.24
0.07
0.57
0.05
0.18
0.30
0.11
9.41
2012 Town of Truckee Portland Cement Concrete Trail/Sidewalk Inventory
(Town Maintained Only)
Name
Donner Pass Rd/Pioneer Trail RABs
Donner Pass Road Trail
McIver RAB
SR 89/I-80 RAB Trail
Brockway/Martis Valley Dr RAB
Depot Sidewalks
Depot Sidewalks
Town Hall Sidewalks
Town Hall Sidewalks
Segment Description
I-80 to SR 89
McIver RAB to Gateway
RAB and through West River
Deerfield to Donner Pass Rd
Around RAB
Donner Pass Adj to Depot
On site
Along Truckee Airport Rd
On Site
Zone
Downtown
Downtown
Gateway
Sierra Meadows
Downtown
Downtown
Segment Lenth Width Construction Maintenance
ID
(feet) (feet)
Date
Responsibility
9501
4090
10
2010
Town of Truckee
9511
1150
10
2011
Town of Truckee
9512
1800
6
1998
Town of Truckee
9521
3530
10
2005
Town of Truckee
9531
350
8
2006
Town of Truckee
9541
240
5
2011
Town of Truckee
9542
240
15
2011
Town of Truckee
9551
475
4
N/A
Town of Truckee
9552
900
5
2011
Town of Truckee
Page 1
2012 Town of Truckee Parking Lot Inventory
Name
Jackass Ridge Parking
Depot Parking
Fire House Parking
Beacon Parking
Diner Lot Parking
Town Hall Parking
Public Service Center Parking
Old Corp Yard Parking
Adjacent Route
Donner Pass Road
Donner Pass Road
Donner Pass Road
Donner Pass Road
West River Street
Soaring Way
Stevens Lane
Riverview Drive
Zone
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Adjacent Roadway
Segment ID
721
721
721
5001
2963
5061
6071
2181
Parking ID
721-JR
721-DPT
721-FH
5001-BCN
2963-DNR
5061-TH
6071-PSC
2181-OCY
Approximate
Year of Last
Parking Lot
Paving
Surface Area (sf)
6,000
N/A
6,000
2011
14,000
2005
16,000
2005
21,000
2010
82,000
2005
75,000
2010
130,000
N/A
Page 1
2012 Asphalt Concrete Trails Inventory
Name
Brockway Road (Phase 1)
Truckee River Legacy (Phase 1A)
Truckee River Legacy (Phase 1B)
Truckee River Legacy (Phase 2)
Truckee River Legacy (Ranch Wy)
Truckee River Legacy (Phase 3A)
Frishman Hollow Trail
Stevens Lane Trail
Stockrest Springs Trail
Prosser Dam Road
Overland Trail Connector
Alder Drive
SR 89
SR 89
South Grays Crossing Loop
Old Greenwood Connector North
Old Greenwood Connector South
Olympic Heights Connector
Comstock Drive
Comstock Drive
Pioneer Trail
Pioneer Trail
Pioneer Trail
Pioneer Trail Downtown Connector
Pioneer Trail Downtown Connector
Palisades Drive
Brockway Road
Segment Description
Zone
Palisades to Estates
Sierra Meadows
Estates Dr to BBQ
BBQ to Ped Bridge
Ped Bridge to Riverview Park
Phase 2 to Ranch Way
Phase 2 to Historic Overlook
Donner Pass Rd to end
Corp Yard to Stockrest Springs
Downtown
Stevens Ln to Donner Pass
Downtown
SR 89 to Overland Trail Connector
Grays Crossing
Prosser Dam Rd to Overland Trail
Grays Crossing
SR 89 to Comstock Dr
Grays Crossing
Rainbow Dr to Prosser Dam Rd
Grays Crossing
Prosser Dam Rd to Henness Road
Grays Crossing
Hennes Rd to Overland Trail
Grays Crossing
South Grays Crossing Loop to S Side of I-80
Grays Crossing
S Side of I-80 to Caleb Circle
Old Greenwood
Olympic Boulvard to Lookout Loop
Old Greenwood
Birdge to Alder Drive
Donner Pass Road to SW Gas Frontage
SW Gas Frontage to Pioneer Commerce Center LimiProsser Lake Heights
Pioneer Commerce Center Limits to Comstock Drive Prosser Lake Heights
Pioneer Trail to Pioneer Commerce Limits
Pioneer Commerce Limits to Euer Valley Road
Martis Village to Torrey Pine Rd
Ponderosa Palisades
Adjacent to Rock Development
Sierra Meadows
Segment ID Length (feet) Width (feet) Year Built
9001
1420
8
2005
9011
1900
8
1999
9012
2220
8
2009
9013
6290
10
2009
9014
1485
10
2009
9015
4000
10
2010
9021
5271
10
2007
9031
1050
5
2010
9041
700
8
2011
9501
5300
8
2007
9511
6400
8
2007
9521
1200
8
2007
9531
550
8
2007
9532
1800
8
2007
9541
5900
10
2007
9551
230
10
2007
9552
700
10
2005
9561
1000
15
2005
9571
700
8
2004
9572
3000
8
2004
9581
1200
8
2009
9582
400
8
2005
9583
1500
8
2003
9591
1800
8
2006
9592
1050
8
2007
9601
1200
8
2006
9602
1400
8
2006
Maintenance Responsibility
Town of Truckee
Town of Truckee
Town of Truckee
Town of Truckee
Town of Truckee
Town of Truckee
Town of Truckee
Town of Truckee
Town of Truckee
Grays Crossing Master Association
Old Greenwood
Old Greenwood
Truckee Industrial Park
Pineforest Home Owners Association
Western Nevada Supply
Southwest Gas
Pioneer Commerce Center
Pioneer Commerce Center
Timbers at Palisades
The Rock
Page 1
Measure A Roads
Rd
se
Dr
sh ir
e
Bri ar
Cir
Evensham
Pl
Glensh ire Dr
tD
r
er se
So m
Dorchester Dr
Be
rk
Ct eley
Shef fie
ld
Pl
Ea st bo ur ne
Ct
Pl ym ou th
Ln
Bexh ill
Pl
Worchester
Cir
St. James
Pl
Balfour Rch
Chichwic h Rc h
Ca
Ris valie r
e
Gl e
n
hi
te
ho
r
Leap
W
Huntsman
by
Way
ches
ter D
r
A ll
Dr
Royal Crest Dr
Stuart Sta
ith e
Co do ga
n St
Ro yal W
ay
Man
en
G len
Vi
ll a
Ct
ail
Tr
rs
pe
Tr
ap
Su
ffo
Pl l k
Dr
sh ire
r.
ay D
Fair
w
80
te
In
te
rs t
a
Man ches ter
Gree n Pa sture Dr
Little Lake Ct
Rd
Ct
ra
rd
Rd
am
rD
os
se
Pr
O lympic Blvd
d
sR
Pas
er
Do
nn
Thelin Dr
r
Crestvie w Dr
M artis Dr
Villa ge Wa y
Jo er ger
Dry Lake
Dr
M artis Dam Rd
Ac c
e ss
Rd
Schaffe r
d
tR
por
Hi
gh
Wa
y
wa
Martis Lake
Air
S h ore P in e R
d
ill
Rd
Rd
y2
67
Tr u
cke
e
M
mbine
in g
t
n
Co lu
So
ar
Ho
pe
C
Pin el
and R
d
Rd
er L
y
lle
Va
Rd
l Ct
Pi ne C ir
Rd
Pine Cone Dr
Ra ncho View
Dr
D
Pine
La ure
ter
Re d Fir Rd
in e R d
Bis ho p P
Nee Pine
d le
Way
e
tis
ar
M
ld
y
Ba dg
Kudu Ct
Lp
Cr
ee k
Ja kes Ct
Win ter Cr eek
Lp
Col ton Cr eek
Rd
Kyl an Cre ek C t
Palis ad es D r
Ju s tin Cr eek
Rd
W in
St ar Pi ne R d
Po nder os a D r
r
Ci
Ev
erg
ree
n
Snowfl owe r
Ct
Pine Cone Ct
P in e C on e D r
Ct
ine
Ra inbow Ct
Aspenwood Rd
Goo s eber r y
Ct
Sk
yl
Alpine Vie w Ct
on
O
r
M ill Rd
Silver Sp ur
Dr
w
ie
S awto
oth C t
Ce nosis St
Wyetha S t
c Rd
Wi ld Li la
D am
ss er
P ro
Ct
ek
Me
Gh
i
ne
ss
Gh
ir
Rd
ard
Co b
ur n
Dr
Coburn Dr
Rd
p
China Cam
r
nd D
Park
la
r
kD
st oc
Com
Rd
Euer Va lley
e
ho
Ta
The Strand
Poppy Ln
Da
Ctis y
Li
Ct lac
ne
F
Rdo re s
t
Pi
Alder Dr
Dr
ood
r
sD
rn e
Ba
Ln
le L n
N ordic
Mo ug
Lake Ave
Sierra Ave
Vista Ave
r
D
Ca nyon Ct
Meadow Way
Edmunds Dr
Alder Dr
Lock
w
Tirano Rd
Snowbir d L n
Mu nich Dr
W ay
ann e
La us
Av
e
ns e
l
hw o
od s
Blvd
N o rt
w ay
C
er D
J o erg
Ba dger L n
89 H
igh
Su gar P ine Rd
Rd
ne
Je ffery
ine
t
Pi
t
a
lis
C
Pa
Kleckner Ct Stillwater Ct
Rd
tre
am
ld
S
Co
Rd
gW
ay
ss
in
hu
Sc
n
Av
e
te r
in
W
Way
Oslo Dr
bac h
M uh le
nA
ve
J ul ia
Prosser Dr
Highway R d
tDr
Sum
mi
c Dr
He
n
Ln
La
nd
ea
uL
g Way
n e Dr
S o lv an
P er egri
St M o ritz
Hillside Dr
Ha
Lu
c
ern
eL
n
yR
d
nV
al le
Su
Olym
pi
Rd
St
Ro ck
Mor
aine
G r een P as ture D r
89
wa y
Rd
Sta
gh o
rn
r
id e D
H ills
ow
p
i V eak
ie w Wa
Lp y
Sn
Sk
No rse Av e
Hig h
ald
er w
Ob
Wa
y
eek
Rd
ol m
ck h
S to
Ald e
r Cr
g Rd
Wo lf g
an
Springbrook Pl
Rhineland Ave
Ski Slope Way
nt
Pl
mi
na
Pa
B lu
eJ
ay
Ln
Or
iole
Ln
Michae ls
Wa y
Ln
g er
Ta n
Chickade e Ln
Frates
Rd
Av e
Ja mes
Rd
Pl
tn
rd
St
Rd
White Fir Rd
R d Rd
rr y y
b e alle
o w V Ston
S n r tis
Rde Pin
a
Po
e
M
nd
r
y
er
es D
lle Golden P ine
os
a D Palis ad
Va
tis d
r
ar R
M
ld Wa
Frond Rd
M
lfo
am
Rege ncy Cir
M
ar
sh
r Way
Dr
Be
r
r
Lance D
dD
Ct
o
wo
tDr
Win
d so
Woo dbridge
Courtenay
Ln
op
Lo
ut
ko
o
Av e
o
L
Olym pic Blvd
lan d
H ig h
High land Ave
Ct
w
ie
t
C
E R id ge R d
erv
r
h o e Riv
re D
K ay
n sh i
G le
M a rtis D r
Estate s Dr
Ct
d
ay
W
r
V
C
I nd ia n P ine R d
ay
R ey n o
Red Fir Rd
rP
Re
io n
D
Ln
g to n
e
Sh
y C ir
Pl
Re genc
ter
cas
h
Lan
s
b u rg
ng
i
Ed in
st
HaHts
Cir
se
t
erse
Som
nd
Way
O xfo rd
er
r
St r
a
rt
Co u
Ln
Be cke tt
Pl
Th
e
Can terb ury
Havern
Hill Ct
in
n
ll in
g ton
Winch es ter Ct
fo rd
Stam
Ct
Ln Courtenay Ct
en ay
Wil ts hi re L n
So
m
t
er C
re
Exet
n
Ch
ath
D on
Rc am
h
n
Co vingto
Ln
all
St
r
s te
Je
Co
r
hi
Ct
ho
ge
Torr ey Pine R d
kw
S ta
Aspen St
Filly Ln
D
re
ns
G le
Dr
e
W
e
Gl
ue
hi
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Cavalier Riseu rt
l Lp
r
Pl
ea
els Pl
Ch
ue
m
Sa
S am
Ln
re
D
W
e
W llin
ay gt
o
ate
W
shi
re
Melbourne Ct
Pl
d
sh
i
Saint Albans
r
Ci
o
Dr
f
Wyclif
Ln
t
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p
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rl o
ste
r
Woodbridge L n
Ct
y
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Wa
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Powder
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en
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m le q
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Ran
s on
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Sett
el Lp
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ton
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rk
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y Pl
il
Tra
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Su tt
Dr
y
a
w
Fair
Ct
l
Sincla ir
St
Wa
ter
Do
Rd
Rd
nc
id
oc
Alpine Fir Rd
Ra
Dr
R
Je ff ery Pine Rd
Dr
es
ad
l is
Pa
t Dr
Pi ne Nu
in
Th el
de
y
ck
Ro
o ne
t
Br
Dogwood Rd
C
d er t
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sC
S am u
cy
a
Le g
Do
nn
am P
Ra nch o
Way
Rosa Ct
ud
Re db
Rd
r ti
Ma
hth
Li g
Argyll Pl
Dr
t
Wh iteh or se
rs e
Truckee River
R iver L pR iver V iew D r
Estates Dr
Sta r Pine Rd
C on e
t
se C
Purple Sa ge Rd
Silverfir Dr
y
ack Wa
Dr
tR
s te r
ch e
Ber ksh ire Cir
Pl
ill
h
Be ac
i rp
or
d Cir
Chelms for
Dr
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D or ch
e
Su rr
Brockway Rd
P in e
is ta
St
iv er
Rd
Tam ar
Pl
oV
Dr
am
To ttenh
Ct
Manc he ster Dr
rs t
ER
ay
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rk
Pa
Ri
ld
A
D or
al C
Caleb Circle
Dr
Glen shi re
N ic olas D r
ri
O
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Sax on Way
St
bb
Pal is ade s Dr
C ir
Si lv er fir t
le s C
r
D
fi r
er
lv
ea
's P
Ji
St
rch
Ch u
t
ES
Sun
ay
hw ay
0 H ig
O ld 4
G
len
sh
i re
D
r
Roy
m
oo
E
ve
Pin e Co ne R d
Willey Way
Looko ut Loop
Gold R ush Tra il
Dr
80
te
r
ve
ay
W
ve
Ri
t
rS
Si
Wa
y
il
Dr
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Tra
Sar a B ear L n
N ee d
Five
ite
a
Tr
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eer
Ri
Do
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0
te 8
Un
Way
Dr
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t
d
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yR
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w a Scha ffe r Dr
SR
o ck
Br
O ld
t
rS
Tra il
Rd
Caleb Dr
St
as s
Fai
rw
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Fronti
ss
ne
n
He
M artis Dr
A lle
er P
d
lan
67
J ib
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y2
E
n
Don
sR
ill
In te
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wa
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m
ve
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er
Ov
gh
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ve
Ri
v
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Do
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Ct
Ryl ey
d
e
In te
W
80
rs tate
rA
St
EK
eS
t
dg
St
io
Ln
r
Tu d o
t
ar t C
Stew
P in e Av
Lev one Ave
Spring Ln
ld Dr
H
e
ns
Archery View
Cr
ow
A rch
nC
ery V
ir
iew
Ct
eC
ho
SudsburyC
ir
rd R
K.T. Cour t
on
ay
e is
h
ig
r ki
dow
Sha
M
ar
hi t
e
Sher bourne
d
Ln
ne
Inters tate 80
rW
K
Donner Pass Rd
B ri
d
t
kR
G hi ra
le
Rd
Do nner Pass
R
Jack
M t Roseview Dr
r ee
d Dr
rC
Dr
ll io
St a
W
Laburnham
Cir East
Laburnham
Cir West
Wyckham
Way
ld e
lwo o
EA
r Lp
Ct
Alder
ay
nW
Lookout
Circle
a
rs t
A
er
e is
n
Moo
Dove Ter
Un
Comstock Pl
Ind us trial
e
In t
am
Tinke rs Landing
Granite Dr
Grani te Dr
rD
Mt Rose view Dr
Id a W ay
Dr
ch e
Bo tt
t
Dr
b ack
La ure
Snow ShoeCi r
n
K ell ey
89
ell C
t
Bottc her Lp
Dr
Hig hway
Brick
ow C
Sn ho e
S
k
J ac
ey
is k Ct
Wh
il Ct
Wh iteta
tc h
th a
Nu Ct
at
LaLrin
y
lle
Ke
t
lle C
Lab e
Ct
on
Lem
La
r ia
Ct t
Croc us
Ct
Lakeview
Ct
Dr
lL
t ai lu ejay
BLn
t
Ja cobs
g
ou
Forest L n
Deerfield Dr
La urelw o od D r
b ow
es t
ForCt
i te
Wh
kC
ree
China Camp Rd
Rd
Heather Rd
Rd
Run
Sk i
d
st R
Fo re
Pin e
C
ey
on
t
on
e
ss
Iris Rd
Croc us
Dr
Rain
Gree nw ood
Ct
St
kC
Sitzma rk Way
M
R idg e Rd
G len Rd
w
gh
nn
Dr
Hi
Do
Tu n
d ra
89
t
bS
le
Sad d
Rd
Pe
Frates Ln
v il
De
S tu
el
Rd
d
kR
Dr
Mt Jud ah
n
ey
S Sho re Dr
ay
ll
Va
Po int Dr
an W
er
Conifer Dr
B ro ok L n
ar Wa y
S p ruce S t
Cottonw ood St
a
er P
am
rk C
uh
n
Ind ia
R ock y Ln
Valley Rd
Bou lder s Rd
P in e S t
Dr
o re
S Sh
Bull Pine T rl
Cin nab
Fir St
d
eR
p s it
itz
b
White Fir Trl
D
S Sho re Dr
Ba va
ri
ou
gl
eL
ac
C
ay
rW
h te
D olom ite Wa y
Pin Eder Ct
eS
t
W
W
ay
o
Pr
J eff rey Way
b ow
RainD r
n
Pio
Rd
Willow St
Ric har ds Bl
vd
Tr l
rn
eL
n
ay
l
Tr
Dr
U te
P as
sR
d
D eerf ie
Donner Lake
r
ay D
Hig hw
Old
Rd E
a rack
Ta m
Ct
mi t
Sum
nn e
r
Sierra Dr
Eu
ve
ey
e Way
heyann
Pl
er
e Rd
t
W Reed Ave
Donner Pass Rd
Larch St
Was ho
St
C
lfe
l
Dogwood St
Ce dar Dr
Maple St
m on
ne
Tinker Ct
S al
Pi
n St
Wo
ck
a raes t
Ta m
W
RD
Old Highway Dr
F aw
M
eP
an c
wD
Rd
Park er
Sie rra
Dr
B as el P l
t Rd
Ca
Ald er Hill Rd
Ln
F la
ag e
nn
Rd
Dr
Le e R d
M
Bl
vd
Do
tt's
Ma
Edie Ct
ass
l
tn P
Do
t
Boca St
Rd
ug le
s
Pas
d
en R
Sno
rP
D u lzur a S
Mo
rain
e
K
Bernese Ln
ga rt
nn
e
Rd
r
Do
Morai
ne
D
P io neer D r
Don ner Lak
e Rd
er
oo
ds
Be rn Way
Ced ar
as
D o nn
Poin t
Dr
St
rt h
w
s B lvd
Be rm
y
m
e
n Av
D ento d A ve
Ree A ve
Inte rstate 80
d
Ce dar
Palisa de
Sierr a Dr
ine Rd
ay
eW
an n
Mo
N o rthw ood
o
Th
eW
t at
er s
E
In t
ate
rst
n te
eR
M ora
F
d
Bernese Ln
r
80
L ak
Olym pic Dr
M
Wao gu l
y
e tt
R
la t
W ay
Pl
r
Zu
e Dr
Be
ing
No
plig
Lam
Rob in L n
Don ner Av e
nn
us
La
i ch
Br oo ks ton
us s
Be
Davos Dr
D
S ch
no
Wa y
ne tt
za
Sk i Slo pe Wa
Ski Slope Way
Pl r
o in t
D
on P
F alc
ar d
er n
B
St
us s ing
Be n
r
ol
fW
ay
Sch
t Dr
Ze rm at
Weisshorn Ave
Herringbone Way
le a
e
Av
vd
sD
Bl
vo
s
od
Ave
Da
B
een
l
ns e
b ru ck
Heidi Way
lD
r
hW
ay
wo
rt h
No
vd
Bl
Gr
Wa
y
Chamo nix Rd
Way
In ns
w
rt h
ds
oo
ac
d
Bl v
od s
hw o
n Rd
B ad e
t
nS
ach
dh
il
N o rt
Ed elw eis s P l
C ris talli na
un
uh
l eb
P
lA
ve
Ha
vd
Bl
No
Dr
r
ho
M
n se
hl eb
Ct
lo
Os
d
ms
Ro
a Way
Cr istall in
n
Copenhage n Dr
Copenhage n Dr
ds
oo
lR
Rd
Dr
Davo s Dr
Ln
w
rt h
V iew
Wa y
Ra
r
os D
Ha
Mu
St Bernard Dr
ar k Pl
No
o
Ty r
l
Ty ro
G lac ier
C hate a u
Ch alet Rd
Ch alet Rd
Sw
L
is s
Sw
Ln
s
is
Lp
ve
yA
wa
at h
ee
Cr
Rd
Oslo Dr
ie w
iV
e
idg
rd
Han sel Ave
Te lem
F jo
Sk
Chapelle Pl
Ch ris tie
Te ton Way
o od s B
lvd
S ki
Vie w
Lp
bo
w
ff r
G
D
r
Hi r e e
g h n w Mad ro
wa o o Ln n e
y
d
89 D
r
ey
Rd
t
ier W
ay
W ay
N o rt hw
Matterhorn Pl
D av
k Rd
Alder Cr ee
R
be r
Ti m
nn
sC
ow
ead
Sn V
ow ik in
gW
pe
ay
ak
W
ay
in
on
St
r se
Gy
r fa
lc o
nS
t
mW
ay
Ra
Alder Creek Rd
St C
roix
S lalo
E Alder C reek Rd
G reen w oo d D r
Je L e ne ll
Wa y
Pa rsenn Rd
Wa y
Rd
Solvan g
le Lp
Slo pe
g
d
C
lt
P in n ac
reek Rd
Pa
Sk i
an
R
Co
tt L n
M
ar
Be
ay
lo p e W
S ki S
G lac
W
ol
fg
And erma
Ald er C
Measure A Ineligible
nn e
r
Acesa Dr
Acesa Dr
Measure A Eligible
Do
Sierra Vista Ct.
Boca View Ct
Legend
Buckhorn Ridge Ct
Prosser Lake
sD
r
267 High way
Lahontan Lake
By: Joe McCadden 3/11/2008
File: L:\GIS\MAPS\Engineering\MeasureA_Roads\MeasureA_Roads.mxd
0 0.25 0.5
1
1.5
2
Miles
/
Appendix E
Cost Assumptions
Cost Estimate Assumptions
Slurry Seal
Cost per Ton of Slurry
Pounds per Square Yard
Cost per Square Yard Slurry
$ 175.00
$ 15.00
$
1.31
Paving
Cost per Ton of AC
$ 120.00
Grinding
Cost per square foot of 2" Mill and Inlay
Cost per square foot of 4" Mill and Inlay
$
$
1.98
3.80
$
0.08
Seal Coat
Cost per square foot of Seal Coat
Appendix F
Paving/Slurry Seal Programs Annual Cost Analyses
Analysis Alternative:
Year
Assumed Paving
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
Minimum OCI
Average OCI
Annual Cost
Slurry Before Overlay?
Years Between Paving
Years Between Slurry
Table A:
Arterial Roadways - Projected OCI Levels
2
3
4
1
No
Maintenance
5
6
8
no slurry w/
3 yr. slurry w/
no slurry w/
3 yr. slurry w/
3 yr. slurry w/
5 yr. slurry w/
6 yr. pave
6 yr. pave
12 yr. pave
12 yr. pave
20 yr. pave
15 yr. pave
2" Grind/Overlay 2" Grind/Overlay 4" Grind/Overlay 4" Grind/Overlay 4" Grind/Overlay 4" Grind/Overlay
95
92
89
85
82
79
76
72
69
66
63
59
56
53
50
46
43
40
37
33
30
27
24
20
17
14
11
7
4
0
0
95
92
89
85
82
79
95
92
89
85
82
79
95
92
89
85
82
79
95
92
89
85
82
79
95
92
89
85
82
79
95
95
92
89
89
86
82
95
92
89
89
86
82
95
92
89
89
86
82
95
92
89
89
86
82
95
92
89
85
86
82
95
95
92
89
85
82
79
76
72
69
66
63
59
95
92
89
85
82
79
76
72
69
66
63
59
95
92
89
85
82
79
76
95
92
89
89
86
82
83
79
76
76
73
70
95
92
89
89
86
82
83
79
76
76
73
70
95
92
89
89
86
82
82
95
92
89
89
86
82
83
79
76
76
73
70
70
67
64
64
61
57
58
54
95
95
92
89
89
86
83
83
80
76
77
95
92
89
85
82
82
79
76
73
69
70
66
63
60
57
95
92
89
85
82
82
79
76
73
69
70
66
63
60
57
95
0
46
$0
-NA
NA
79
87
$940,000
No
6
NA
82
89
$1,009,000
No
6
6.0
59
79
$902,000
No
12
NA
70
84
$1,006,000
No
12
4.0
54
78
$666,000
No
20
3.3
57
76
$777,000
No
15
7.5
1
2
3
4
8
9
no slurry
7 yr. pave
2" Grind/Overlay
or Overlay
no slurry
9 yr. pave
2" Grind/Overlay
or Overlay
3 yr. slurry w/
9 yr. pave
2" Grind/Overlay
or Overlay
3 yr. slurry w/
12 yr. pave
2" Grind/Overlay
or Overlay
3 yr. slurry w/
15 yr. pave
2" Grind/Overlay
or Overlay
3 yr. slurry w/
20 yr. pave
2" Grind/Overlay
or Overlay
5 yr. slurry w/
15 yr. pave
2" Grind/Overlay
or Overlay
5 yr. slurry w/
20 yr. pave
2" Grind/Overlay
or Overlay
95
93
90
88
85
83
81
78
76
73
71
69
66
64
61
59
57
54
52
49
47
45
42
40
37
35
33
30
28
25
23
95
93
90
88
85
83
81
95
93
90
88
85
83
81
95
93
90
88
85
83
81
95
93
90
88
85
83
81
95
93
93
95
93
90
88
85
83
81
78
76
95
93
90
88
85
83
81
78
76
95
93
90
88
85
83
81
78
76
95
93
90
88
95
93
90
91
89
87
88
85
83
95
93
90
91
89
87
88
85
83
95
93
90
91
89
87
88
85
83
95
93
90
91
95
93
90
91
89
87
88
85
83
84
81
79
95
93
90
91
89
87
88
85
83
84
81
79
95
93
90
91
89
87
88
95
93
90
91
89
87
88
85
83
84
81
79
80
78
75
95
93
90
91
89
87
88
85
83
84
81
79
80
78
75
95
95
93
90
91
89
87
88
85
83
84
81
79
80
78
75
76
74
72
73
70
95
96
94
91
92
90
88
89
86
84
85
95
93
90
88
85
87
84
82
79
77
78
76
73
71
68
95
93
90
88
85
87
84
82
79
77
78
76
73
71
68
95
95
93
90
88
85
87
84
82
79
77
78
76
73
71
68
69
67
65
62
60
95
93
90
88
85
87
84
82
79
77
78
95
93
90
88
85
87
84
82
79
77
78
76
73
71
68
69
67
65
62
60
95
93
90
88
85
87
84
82
79
77
78
95
93
90
88
85
83
81
78
76
73
71
69
66
64
61
95
93
90
88
85
83
81
78
76
73
71
69
66
64
61
95
95
93
90
88
85
83
81
78
76
73
71
69
66
64
61
95
93
90
88
85
83
81
78
76
73
71
69
66
64
61
95
95
93
90
88
85
83
81
78
76
73
71
69
66
64
61
59
57
54
52
49
95
93
90
88
85
83
81
78
76
73
71
23
59
$0
-no limit
no limit
81
88
$835,000
No
7
NA
76
86
$650,000
No
9
NA
83
89
$759,000
No
9
4.5
79
88
$610,000
No
12
4.0
75
86
$521,000
No
15
3.8
70
85
$440,000
No
20
3.3
68
82
$455,000
No
15
7.5
60
80
$366,000
No
20
6.7
60
80
$716,000
No
20
6.7
61
79
$390,000
No
15
NA
61
79
$856,000
No
15
NA
49
76
$642,000
No
20
NA
No
Maintenance
Year
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
Minimum OCI
Average OCI
Annual Cost
Table B:
Collector Roadways - Projected OCI Levels
5
6
7
10
11
5 yr. slurry w/
20 yr. pave
4"
Grind/Overlay
12
13
0 yr. slurry w/
0 yr. slurry w/
15 yr. pave
15 yr. pave
2" Grind/Overlay
or Overlay
4" Grind/Overlay
0 yr. slurry w/
20 yr. pave
4"
Grind/Overlay
1
2
No
Maintenance
Year
Cost per Year ($100,000s)
3
3 yr. slurry w/
15 yr. pave
2"
Grind/Overlay
or Overlay
4
3 yr. slurry w/
20 yr. pave
2"
Grind/Overlay
or Overlay
5
3 yr. slurry w/
25 yr. pave
2"
Grind/Overlay
or Overlay
Table C:
Local Roadways - Projected OCI Levels
7
8
9
6
3 yr. slurry w/
30 yr. pave
2"
Grind/Overlay
or Overlay
3 yr. slurry w/
40 yr. pave
2"
Grind/Overlay
or Overlay
5 yr. slurry w/
15 yr. pave
2"
Grind/Overlay
or Overlay
5 yr. slurry w/
20 yr. pave
2"
Grind/Overlay
or Overlay
10
5 yr. slurry w/
25 yr. pave
2"
Grind/Overlay
or Overlay
11
5 yr. slurry w/
30 yr. pave
2"
Grind/Overlay
or Overlay
12
5 yr. slurry w/
35 yr. pave
2"
Grind/Overlay
or Overlay
13
5 yr. slurry w/
40 yr. pave
2"
Grind/Overlay
or Overlay
14
5 yr. slurry w/
no pave
15
0 yr. slurry w/
15 yr. pave
2"
Grind/Overlay
or Overlay
16
0 yr. slurry w/
20 yr. pave
2"
Grind/Overlay
or Overlay
0 yr. slurry w/
30 yr. pave
2"
Grind/Overlay
or Overlay
-no limit
no limit
No
15
3.8
No
20
3.3
No
25
3.6
No
35
3.3
No
40
3.3
No
15
7.5
No
20
6.7
No
25
6.3
No
30
6.0
No
35
5.8
No
40
5.7
No
0
5.0
No
15
NA
No
20
NA
No
30
NA
0.00
22.06
18.63
15.73
13.32
12.44
19.28
15.50
13.23
11.72
10.64
9.83
4.17
16.50
12.38
8.25
Proposed Pavement Maintenance Plan Costs
Roadway Classification
Minor Arterial
Slurry/Pavement Plan
Type of Pave
2" Grind/Overlay
Annual Cost
$
940,000
COSTS
Annual
Annual Slurry
Cost
Paving Cost
$
$
940,000
Collectors
TSSA 1 Collectors (except Northwoods)
Northwoods Drive TSSA 1 Collector
Glenshire or Dorchester Drive TSSA 5 Collector
2" Grind/Overlay or Overlay
$
$
$
$
235,800
44,700
190,900
139,700
$
$
$
$
34,000
11,200
-
$
$
$
$
201,800
33,500
190,900
139,700
$
$
$
N/A
4,480
85,905
62,865
70
75
80
80
Locals
TSSA 1 Locals
TSSA 5 Locals
5 yr slurry, 30 yr. pave
3 yr. slurry 20 yr. pave
3 yr. slurry 20 yr. pave
none
$
$
$
466,500
851,400
270,000
$
$
$
166,000
285,600
90,600
$
$
$
300,500
565,800
179,400
$
$
N/A
302,840
96,040
60
70
70
$
3,139,000
$
587,400
$
2,551,600
$
552,130
$
$
$
$
$
$
1,450,000
500,000
393,225
158,905
636,870
3,139,000
Total Costs
Proposed Funding
Measure V
Overlay Designation
TSSA 1
TSSA 5
Other (Unfunded)
Subtotal
Estimated Annual
Revenue per TSSA
$
589,000
$
176,000
TSSA Share
N/A
Minimum OCI
80
Appendix G
Slurry Seal Maps and Schedule
H igh
t
es
W
C
Dr
ir e
lio
Br
Ci
Gl e nshire Dr
Evens
L
ir
C
ir
Balfour Rch
D
ir
C
n
R oya
l
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St
C
J e o ur t
st
er
Royal
Crest Dr
R o ya l
C rst
Col
ar
t is
Ch
Dr
ldw
at
Roa er
d
Co
Rd
s
es
a rt
B
as o b
le
m
r
H
®
tan D
Ca
rr i
on
ay
ck
M
te
w
Lah
d Tim
Sc
i lic k D r
h aff
e r Mill Rd
Mi
ll R
M il
l Rd
ffer
Sch
a
Sn
S
e
Joseph
Marzen
E
Ba lias
ldw
in
r
yo
Pr
affe
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MillR d
A cc
Slurry
D ick
er
B art
C
W
nc
L n r oft
D r iv e
ra w
d
Cair
d
Rd
Sawtooth
Ct
Ro Kleckner Ct
Ri c
dg ky
eC
t
Tu d
or
Ma
n
Rd
V
il
C la
t
Tr
v
Martis D r
Rd
Pin e Firpo Ln
la nd
Rd
Red
Fi r Rd
Rio
Dr
che
t
te
ta
rs
s
In t
te
Ea
80
e
at
st
er
In
t
Ca
80
Justin
Creek Rd
a d es Dr
St
kyline
Ct
st
We
Little La
ke C
ra
r
Ct d
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hi
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s
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n
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St
om
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61
7
c ce 0 T
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am
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o
s D nR
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sto
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eb
S
e Ln
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lA
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ian
m o ix Rd
n
ha
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ra n
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st
t
Th e S
J
Flor i
Pl
e rs
7
26
ay
hw
Mill R
E Bob Sherm an
l
wo le n
od D
e
r
Path: M:\MAPS\Engineering\Slurry Seal Maps\2012 Slurry Seal\2012 Slurry Seal Map_OVERALL.mxd
0
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r
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d
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S
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r
D
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a
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k
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sh
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a
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st Alder Creek Rd
Iris Rd
e
Ra
in Je n e lle Ln
bo f f
y
w r ey Wa
Dr
Sierra
Vista Ct
way 89 North
I
st t e
Ea sta
80 t e r
In
a te
rst
nte
80
da le
rsch
Hi
I n te
8 0 r st at
Ea e
st
Town of Truckee - 2012 Slurry Seal
1
2
Miles
4
rsc
Hi
In t
e
8 0 r st at
Ea e
st
Inter sta te
80 Wes
t
h da
d
le R
caV
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t
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l
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ts
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b
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wa
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t
Dr
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es
st
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ge
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te
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t
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te ta
rs te
ta 8
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t
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Dr
P ali
r
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a m Rd
ss Rd
ne
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r
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m il
ic k Dr
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ha ff
e r Mill Rd
Da
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in
k
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as ob
le
m
D
r
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rri
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h o nt an
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aff
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ge
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n
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r
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nc
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e T h omp son
ho
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W
R
7
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d
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ha
ir
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Ct
d
o u rt
ll R
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P
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Tam es t
W
Rd
a s ho e R
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Ct
Olym pic D
Mo rain e r
R
P ark
n er
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D on s ite R
p
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D
W o lfe
Pin eC U
E asnt Av e v eDonner
e 80
ta t D en to R e ed A
Ave
e rs
Eas t
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Av e
n er
D on
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Pi o ne
r
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Loc k
Priv
y
lz
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B e Dr
att
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Davos
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Tho mas D
ry
go
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sid
on L ake g
d
ns
Ln
Jo h n
L
r
te 8
0 W
es t
te 80 East D on
ne
r L
ak e
C e dar Rd
P o int
Mogul
Way
In
sta
t er
We st
r
D
rd
n a Sc hus s
Be r
Wa
C
l
P
Inter stat e 80
Inters
ta
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Be
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a
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Br o
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e Dr
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ba
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No Other Way
Ber n ard D r
ay
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Sa
cc
S aint
ay
Lem
Gr
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Wa
y
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Bo
Heidi
Way is
e sh orn
W
A ve
H e rringbone Way
ach
dh
W
e
ds
Ave
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ay
W
Fa
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M
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thw A ve
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oo
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Crista llina
Wa y
Edelwe iss P l
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Ln
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Sw
leb
Pa
ay
W
M uh
Ha
ns
re
Lp
r
R hin ela nd Ave
Pa
C
ay
Oslo Dr
S w is
t
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on
W
or
Davos Dr
th
wo
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Chri s
ti e L
C openhage n Dr
Teton Way
Je
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o o ff r ey W a
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D
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Actinolite
a rk
Telem
Pl
n
lo
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te
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Cha tea u W a y
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ol
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t Rd
le
G
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er
G
Rd
ol
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Si
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Saint
Moritz Ln
St
View Lp
Gl
St
ix W
ay
n
Rd
rd
M
Gl
ac
W ie r
ay
Gy r
f
eek Rd
Alde r Cr
w
o
alc
Fj o
i
Sk
yr
Hills i de Dr
e
Ob
acle Lp
inn
Pa
t
t
ol
de
An rm att L n
C
P
d
a ng R
Be ar
ws
M eado
C
Sain
t Cro
en
S ta
Old 40
W olfg
r w al
rs e n
Iris Rd
Way
iper
un
t
J
a te
Sie rra
Vi sta Ct
rs t
es
W
Bo
I n te
80
0
0.5
1
®
Miles
2
Town of Truckee Slurry Seal Schedule
Branch Name
Donner Pass Rd.
Boca St.
Dulzura Rd.
Highway Rd.
Lee Rd.
Martis St.
Palisade St.
Palisade St.
Parker Rd.
Prosser Dr.
Richards Blvd.
Sierra Dr.
Thomas Dr.
Bexhill Place
Eastbourne Court
Exeter Ct.
Plymouth Lane
Sherbourne Ct.
St. Albans Pl.
Sudsbury Circle
Woodbridge Ct.
Woodbridge Ln.
X = Slurry Seal
GO = Grind/Overlay
Segment Description
Northw to Coldstream
Prosser to Sierra
Prosser Dr. to Martis St.
DonPassRd to Sierra Dr.
Thomas to Prosser
Sierra to Palisade
Prosser Dr. to Thomas Dr.
Thomas to Sierra
Sierra Dr. to Palisade St.
DPR to Martis
Rich/Martis to East end
Palisades to Sierra
Woodbridge to end
St. Albans Pl. to end
Dorchester to end
Dorchester to Dorchester
Glenshire to end
Glenshire to St. Albans
Segment ID
7212
3291
3281
1141
1451
1571
1841
1842
1861
2021
2141
2352
2841
6031
6011
3241
6021
3221
3231
6001
3251
3211
Functional Class
Arterial
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
Zone
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Armstrong Tract
Cambridge Estates
Cambridge Estates
Cambridge Estates
Cambridge Estates
Cambridge Estates
Cambridge Estates
Cambridge Estates
Cambridge Estates
Cambridge Estates
Length
(feet)
2817
455
996
370
590
734
1122
632
740
699
4766
4982
1420
205
350
478
282
475
2046
2062
1065
1103
Width
(feet)
60
17
14
23
24
23
15
23
24
24
25
24
23
24
24
23
24
23
22
24
24
24
Area
(square
169020
7735
13944
8510
14160
16882
16830
14536
17760
16776
119150
119568
32660
4920
8400
10994
6768
10925
45012
49488
25560
26472
2012
2013
2014
2015
2016
GO
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
2017
Branch Name
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Deerfield Dr.
Donner Lake Rd.
South Shore Dr.
Aspen Street
Cedar Dr.
Cedar Point Dr.
Cold Stream Rd.
Conifer Dr. East
Cottonwood St.
Cottonwood St.
Deerfield Dr.
Dogwood St.
Eder Ct.
Fawn St.
Fawn St.
Fir St.
Larch St.
Maple St.
Mogul Wy.
Moraine Rd.
Moraine Rd.
Old Highway Dr.
Old Highway Dr.
Old Highway Dr.
Olympic Dr.
Pine St.
Pine St.
Point Dr.
Red Mountain Rd.
Rock St.
Salmon St
St.
Sierra Dr.
South Shore Dr.
South Shore Dr.
Spruce St.
Stub St.
Summit Ct.
Summit Dr.
Tamarack Rd. East
Tamarack Rd. West
Tinker Ct.
Ute Dr.
Washoe Rd.
Willow St.
X = Slurry Seal
GO = Grind/Overlay
Segment Description
DonLakeRd-SthShoreDr.
DPR to East on ramp I80
Spruce to Willow
Donner Lake Rd to end
State Park gate to DPR
South Shore Dr. to end
Maple St. to Pine St.
15759Cottonwood to Pine
1365ft from 89 to W end
Pine St. to end
Washoe to Pine St.
SoShore to Aspen
SoShore Dr. to Conifer
SouthShore to Conifer
Morain to Olympic
DonPassRd. to Summit
Summit to end
S.Shore to Tamarack E
Tamarack E to Ute
Ute Dr E to Wahoe Rd.
DonPassRd. to Mogul
Cottonwood-end
ESoShore to WSoShore
S. Shore to Placer County
DonPassRd to Moraine
Moraine to Olympic
Summit Crk to Stub St.
Stub to end
Maple to Cottonwood
So. Shore Dr. to end
South Shore to end
DonPassRd. to Moraine
So.Shore to OldHwy
Old Hwy E to Old Hwy S
Fawn St. to end
OldHwy W to OldHwy E
OldHwy to OldHwy
SoShore to Aspen
Segment ID
7213
7214
7215
7216
671
711
2521
91
371
381
511
541
561
562
672
701
3271
901
902
911
1391
1551
1631
1641
1642
1771
1772
1773
1811
1951
1952
1971
2091
2191
2271
2351
2522
2523
2561
2681
2711
2721
2781
2791
3261
2921
2971
3081
Functional Class
Arterial
Arterial
Arterial
Arterial
Collector
Collector
Collector
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Zone
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Donner Lake
Length
(feet)
7332
9868
1828
3620
1365
5838
1031
727
430
624
600
316
763
725
1945
436
292
700
620
565
374
483
429
2623
298
740
945
1075
2477
965
1538
837
809
270
720
1073
7483
2268
1122
275
268
406
371
658
407
1231
2976
548
Width
(feet)
32
32
32
24
25
28
25
25
25
24
26
25
24
24
23
25
22
24
23
25
25
24
23
24
22
24
24
24
24
24
24
24
23
25
24
24
24
25
25
24
22
24
25
25
23
24
24
24
Area
(square
234624
315776
58496
86880
34125
163464
25775
18175
10750
14976
15600
7900
18312
17400
44735
10900
6424
16800
14260
14125
9350
11592
9867
62952
6556
17760
22680
25800
59448
23160
36912
20088
18607
6750
17280
25752
179592
56700
28050
6600
5896
9744
9275
16450
9361
29544
71424
13152
2012
GO
2013
2014
2015
GO
GO
GO
GO
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
2016
2017
Branch Name
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Road
Donner Pass Road
Donner Pass Road
McIver Undercrossing
West River St.
West River St.
West River St.
Bridge St.
Church St.
E Jibboom St.
Jibboom St.
Alley
Bridge St.
Church St.
D St.
Dumas Wy.
E Jibboom St.
E St.
E Trout Creek Road
East River St.
East River St.
High St.
High St.
Indian Jack Rd.
Keiser Ave.
Keiser Ave.
Keiser Ave.
McPhetres St.
Old Brockway Rd.
Perkins St.
River Park Pl.
Riverside Dr.
School St
St.
Smith St.
South East River St.
South River St.
Spring St.
Spring St.
Stevens Lane
Stockrest Springs Road
Trout Creek Rd.
Unnamed Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Lake Ave.
Lake Ave.
Levon Ave.
Pine Ave.
Sierra Ave.
Spring Ln.
Tahoe Dr.
Tahoe Dr.
Vista Ave.
X = Slurry Seal
GO = Grind/Overlay
Segment Description
Segment ID
Bridge St. to W High St.
721
722
Bridge St to Glenshire Dr
5001
Glenshire Dr to I-80 Bridge
5002
5003
DPR to W River St
3471
2961
2962
end 3lanes to Hwy 267
2963
DPR to Jibboom St.
311
Bridge to Hwy 267
491
Bridge St. to Keiser Ave.
1252
Spring - Bridge
1251
Spring to Bridge
41
Jibboom St. to Indian Jack
312
Hwy 267- East end
492
Bridge St. to East End
641
High St. to Keiser Ave.
761
Keiser to End
1253
School St. to Hwy 267
781
Hwy 267 to end
3481
bridge to previous end
801
previous end to end
802
Keiser Ave. to DPR
1121
Keiser Ave. to Jibboom St
1122
Bridge St. to end
1181
Hwy 267 to E Jibboom
1301
end to McPhetres
1302
E Jibboom to end
1303
High St. to End
1601
Highway 267 to end
1751
Spring to Smith
1901
WRiver to end
3441
Hwy 267 to West River St.
2171
Church to Trout Creek
2291
Keiser to North End
2441
SouthRiv,267 to end
811
267,SoERiv to end
2261
DPR to Jibboom
2541
Jibboom to Perkins
2542
Stockrest Springs Road to intx
6071
Donner Pass Rd to Stevens Ln
6061
E.Jibboom to E end
2871
Spring to High
3391
oldovrly to Levon
723
Levon to Pine
724
Pine St. to Lake Ave.
725
726
Sierra St. to 89 South
727
DonPassRd to Tahoe
1341
Tahoe to Spring
1342
DonPassRd. to Pine
1481
DonPass Rd. to Tahoe Dr
1911
DonPassRd. to Spring
2341
Pine to Tahoe
2531
Pine to Spring
2771
Tahoe N to Tahoe S
2772
DonPassRd. to Spring Ln.
2951
Functional Class
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Arterial
Collector
Collector
Collector
Collector
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Arterial
Arterial
Arterial
Arterial
Arterial
Local
Local
Local
Local
Local
Local
Local
Local
Local
Zone
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Downtown
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Gateway
Length
(feet)
2614
2352
2123
2295
1957
700
3185
903
2534
436
576
972
841
686
1122
373
168
141
1812
596
422
1944
2560
1682
1133
1219
525
1160
782
103
356
446
617
1178
306
235
574
784
120
554
770
230
320
374
362
288
142
443
909
300
500
1116
353
781
1838
1712
200
775
Width
(feet)
27
32
40
44
60
40
24
37
25
40
27
22
23
16
24
21
17
17
22
27
15
20
24
24
19
25
20
22
22
20
24
17
23
18
20
21
26
24
26
22
24
36
21
12
60
60
60
60
60
20
20
40
24
18
20
30
21
19
Area
(square
70578
75264
84920
100980
117420
28000
76440
33411
63350
17440
15552
21384
19343
10976
26928
7833
2856
2397
39864
16092
6330
38880
61440
40368
21527
30475
10500
25520
17204
2060
8544
7582
14191
21204
6120
4935
14924
18816
3120
12188
18480
8280
6720
4488
21720
17280
8520
26580
54540
6000
10000
44640
8472
14058
36760
51360
4200
14725
2012
2013
2014
2015
2016
2017
GO
GO
GO
GO
GO
GO
GO
GO
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
GO
x
x
x
x
x
x
x
x
x
x
GO
GO
GO
GO
GO
x
x
x
x
x
x
x
x
x
Branch Name
Glenshire Dr.
Glenshire Dr.
Glenshire Dr.
Glenshire Dr.
Dorchester Wy.
Dorchester Wy.
Dorchester Wy.
Dorchester Wy.
Glenshire Dr.
Glenshire Dr.
Glenshire Dr.
Allenby
Archeryview
Archeryview
Argyll Place
Balfour Reach
Beacham Pl.
Becket Pl.
Belford Pl.
Berkeley Ct.
Berkshire Cir.
Briar Cir.
Canterbury Ln.
Cavalier Rise
Chatam Reach
Chelsea Pl.
Chicwick Reach
Codogan St.
Court Jester
Courtenay Ln.
Cromley Sq.
Crown Cir.
Donnington Ln.
Donnington Ln.
Donnington Ln
Ln.
E Laburnham Cir.
Edinburgh Dr.
Eton Pl.
Evensham Pl.
Hasting Heights
Huntsman Leap
Ickneld Wy.
Kent Dr.
Lancaster Pl.
Lance Dr.
Lighthill Pl.
Manchester Dr.
Manchester Dr.
Melbourne Ct.
Nelson St.
Old Highway 40
Oxford Cir.
Powder Horn
Regency Cir.
Rolands Wy.
Royal Crest
Royal Wy.
Saxon Wy.
Sheffield Pl.
Sherwood Dr.
Sinclair St.
Sommerset Dr.
X = Slurry Seal
GO = Grind/Overlay
Segment Description
Hwy 267 to Olympic Blvd.
Olympic to Highland
Highland to WedgeBridge
W Bridge to Monuments
Glen-WManchester
WManch to Rolands Way
Rolands to E Manchester
E Manch to N Glenshire
Monuments to Somerset
Icknield to end
North end to Whitehrse
Whitehrse-Crown Cir.
Donnington to N end
Sherwood to end
Donnington to end
Regency Cir. to S end
Edinburgh to S end
Dorchester to end
Glenshire N to Glenshire E
Dorchester E to Dorchester W
Royal Crest to Royal Wy
The Strand to end
Glenshire to end
Sherwood to South end
Saxon Wy to Cav Rise
Royal Crest to end
Sommerset to N end
Waterloo to end
WhitehArch to Whiteh S
Strand to Royal Way
Sommerset to Strand
Royal t Don/Don
Manchester to end
Regency Cir to end
Donnington Ln. to end
Rolands E To Rolands W
Regency Cir to end
Archery E to Archery W
Mancherster to end
Sherwood to end
Regency Cir. to end
Berkshire to end
DorchestW to White Horse
White Horse to DorchestE
Royal Wy. to Royal Crest
Courtenay to Wellington
Royal Crest to end
Courtenay to end
Glenshire to Dorchester
Royal Wy. to end
Donnington to end
Sommerset to end
Sommerset to end
Waterloo Cir. to end
Glenshire to end
Segment ID
1011
1012
1013
1014
751
752
753
754
1015
1016
1017
31
71
72
81
121
161
181
191
211
221
301
351
361
441
451
461
501
571
581
621
631
741
742
743
1332
831
861
871
1081
1161
1171
3431
1361
1371
1491
1541
1542
1621
1691
1761
1831
2001
2111
2211
2241
2251
2281
2311
2321
2371
2511
Functional Class
Arterial
Arterial
Arterial
Arterial
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
Zone
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Length
(feet)
6127
4206
8669
4150
1334
2432
3552
2735
5183
4700
2448
264
810
1800
158
528
367
316
422
211
2059
950
1003
1995
422
158
475
1003
158
1320
369
950
1356
2633
3935
739
739
158
2164
369
1900
1372
316
739
264
422
2114
1531
211
1575
1328
787
157
1531
1942
2310
3484
1214
422
840
211
3854
Width
(feet)
26
24
24
24
24
24
32
24
24
24
24
28
25
25
22
24
24
24
25
26
26
22
24
25
23
30
24
24
24
24
24
25
24
25
25
25
25
25
25
24
24
25
24
24
24
20
24
24
24
24
24
24
28
24
25
24
24
25
24
26
28
25
Area
(square
159302
100944
208056
99600
32016
58368
113664
65640
124392
112800
58752
7392
20250
45000
3476
12672
8808
7584
10550
5486
53534
20900
24072
49875
9706
4740
11400
24072
3792
31680
8856
23750
32544
65825
98375
18475
18475
3950
54100
8856
45600
34300
7584
17736
6336
8440
50736
36744
5064
37800
31872
18888
4396
36744
48550
55440
83616
30350
10128
21840
5908
96350
2012
2013
GO
GO
GO
GO
2014
2015
2016
2017
GO
GO
GO
GO
GO
GO
GO
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
Branch Name
St. James Pl.
Stampede Meadows Rd.
Stuart Staithe
Suffolk Pl.
Surry Pl.
The Strand
Tottenham Ct.
Tudor Ln.
Waterloo Cir.
Wellington Wy.
Wellington Wy.
West Laburnham Cir.
Whitehorse Rd.
Whitehorse Rd.
Wiltshire Ln.
Winsor Wy.
Worchester Cir.
Wyckham Wy.
Wycliff Ln.
Yorkshire Ln.
X = Slurry Seal
GO = Grind/Overlay
Segment Description
Winsor Wy. to end
I80Wonramp to Town limit
Glenshire to end
Donnington to end
Glenshire to end
Whitehorse to end
Whitehorse to end
Dorchester to end
Glenshire to end
Manchester to end
Glenshire to end
Manchester to end
Canterbury to Glenshire
Sommerset to end
Rolands W to Rolands E
Manchester to end
Rolands to end
Glenshire to end
Segment ID
2591
2621
2671
2691
2751
2831
2861
2891
2981
3001
3002
1331
3041
3042
3091
3101
3131
3141
3151
3171
Functional Class
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
Zone
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Glenshire
Length
(feet)
475
3255
1056
211
369
3009
316
158
2376
1288
390
723
200
2320
897
897
1425
739
158
158
Width
(feet)
24
25
26
24
24
22
25
25
27
24
24
25
26
24
25
28
24
24
25
24
Area
(square
11400
81375
27456
5064
8856
66198
7900
3950
64152
30912
9360
18075
5200
55680
22425
25116
34200
17736
3950
3792
2012
x
2013
2014
2015
x
x
2016
2017
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
Branch Name
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Donner Pass Rd.
Hwy 89 S Extension
Brook Ln.
Bull Pine Trail
Cedar Trail
Donner Trail Rd.
Edmunds Dr.
Forest Ln.
Frates Ln.
Glen Rd.
Glen Rd.
Meadow Wy.
Ridge Rd.
Rocky Ln.
Valley Rd.
White Fir Tr.
Caleb Circle
Caleb Drive
Fairway Drive
Frontier Trail
Gold Rush Trail
Legacy Court
Lookout Circle
Lookout Loop
Old Truckee Airport Road
Settlers Lane
Trappers Trail
Villa Court
E Ridge Rd.
Floriston Ct.
Highland Ave.
Kayhoe Ct
Ct.
Olympic Blvd.
Riverview Ct.
Soaring Way
Estates Dr.
Estates Dr.
Joerger Drive
Martis Dr.
Martis Dr.
Ranch Wy.
Renyolds Wy.
Riverview Dr.
Riverview Drive
Rosa Ct.
Stewart Ct.
X = Slurry Seal
GO = Grind/Overlay
Segment Description
DPR to Caltrans R/W
Donner Trail to Meadow
Northwoods to end
Northwoods to end
DPassRd. to Bull Pine Trl
DTrail S to DTrail N
Frates to Meadow
Meadow to West end
Rocky to DonnerPassRd.
W end to Frates Ln.
Donner Trail to end
Meadow to end
Northwoods to end
Caleb Drive to End
Lookout Loop to Lookout Loop
Old Airport Rd to Lookout Lp
Lookout Loop to End
Lookout Loop to End
Lookout Loop to End
Fairway Drive to Fairway Drive
I-80 to Fairway Drive
Lookout Loop to End
Lookout Loop to End
Highland to Olympic
Highland to Olympic
Glenshire to Olympic
Olympic Blvd.
Blvd to end
Glenshire to Floriston Ct.
Highland to end
SR267 to Truckee Airport Rd
Hwy 267 to end
Martis to end of Estates E
Soaring Way to TSD entrance
Estates to Riverview
Riverview to Renyolds
Martis Dr. to end
Hwy267 to Martis Dr.
Martis to end
Estates Drive to end
Martis Dr. to end
Reynold Wy. to end
Segment ID
728
729
7210
7211
3451
321
341
391
731
841
951
961
1001
1002
1611
2151
2201
2931
3031
5131
5121
5081
5161
5181
5151
5101
5091
5071
5111
5171
5191
3411
931
1131
1281
1791
2161
5061
851
852
5031
3421
3422
2071
2121
2181
2182
2221
2641
Functional Class
Arterial
Arterial
Arterial
Arterial
Arterial
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Collector
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Zone
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Meadow Lake Park
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Old Greenwood
Olympic Heights
Olympic Heights
Olympic Heights
Olympic Heights
Olympic Heights
Olympic Heights
Length
(feet)
265
677
1245
476
560
1315
681
545
1886
1114
838
288
205
296
1028
1123
1447
815
598
200
3200
9500
486
177
608
150
7000
1500
800
515
578
1056
300
4662
646
3355
1640
3100
2855
165
4775
850
1477
116
2406
656
2170
147
184
Width
(feet)
60
60
60
60
80
24
24
24
23
23
23
21
23
22
23
23
24
23
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
23
28
23
23
40
24
24
32
23
24
26
24
26
24
24
25
Area
(square
15900
40620
74700
28560
44800
31560
16344
13080
43378
25622
19274
6048
4715
6512
23644
25829
34728
18745
14352
4800
76800
228000
11664
4248
14592
3600
168000
36000
19200
12360
13872
25344
7200
107226
18088
77165
37720
124000
68520
3960
152800
19550
35448
3016
57744
17056
52080
3528
4600
2012
2013
2014
2015
2016
GO
GO
GO
GO
GO
2017
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
Branch Name
Palisades Dr.
Ponderosa Dr.
Aspenwood Rd
Blueberry Rd.
Gooseberry Ct.
Pine Cone Rd.
Pine Cone Rd.
Purple Sage Rd.
Rainbow Ct.
Sky Line Ct.
Snowflower Ct.
Sunrise Ct.
Tamarack Wy.
Willey Wy.
Wyetha St.
Alder Dr
Comstock Drive
Comstock Drive
Pioneer Trail
Barnes Dr.
Beacon Road
Industrial Way
Jacobs Ct.
Lockwood Dr.
Rue Ivy
Prosser Dam Rd.
Rainbow Dr.
Blue Jay Ln.
Crocus Ct.
Crocus Dr.
Daisey Ct.
E Alder Creek Rd.
E Alder Creek Rd.
Forest Ct.
Greenwood Ct
Ct.
Greenwood Dr.
Heather Rd.
Iris Rd.
Jeffery Wy.
Lakeview Ct.
Lariat Ct.
Lariat Ln.
Laurelwood Dr.
Lemon Ct.
Lenelle Ln.
Lilac Ct.
Madrone Ln.
Nuthatch Ct.
Pine Forest Rd.
Poppy Ln.
Prosser Dam Rd.
Ski Run Rd.
Snowshoe Cir.
Snowshoe Ct.
Whiskey Jack Ct.
Whitetail Ct.
Whitetail Ln.
X = Slurry Seal
GO = Grind/Overlay
Segment Description
PlacerCo. to end
Purple Sage to Aspenwood
Purple Sage-end
Ponderosa to N end
Palisades Dr to end
Aspenwood Rd. to end
Blueberry to end
Blueberry Rd. to end
Placer Co. to North end
Blueberry to end
Pine Cone to Ponderosa
Aspenwood to end
Placer Co. to Purple Sage
89 North to end
Bridge to Alder Drive
DPR to Comstock Drive
Beacon to end
Alder to Nend
Comstock Drive to End
Barnes Dr. to end
Beacon to end
Donner Pass Road to end
Hwy 89 to 35 mph zone
Hwy 89 to E Alder Creek
Lariat to Whitetail
Crocus Dr. to end
Laurelwood to Heather
Iris Rd. to end
Hwy 89 to Rainbow
Rainbow to end
Pine Forest to end
Greenwood Dr.
Dr to end
PineFor. N to PineFor. S
PineForest to EAlderCr
Poppy to Pine Forest
Poppy to Greenwood
Rainbow to end
Lariat Dr. to end
Rainbow Dr. to end
Heather Rd. to end
Pine Forest to Greenwood
Iris Rd. to end
Rainbow to Greenwood
Rainbow to EAlderCreek
EAlderCrk to Heather
35 mph zone - Town limits
Rainbow N to Rainbow S
Snowshoe Cir. to end
Rainbow Dr. to end
Rainbow Dr. to end
Rainbow to Pine Forest
Segment ID
1851
1981
101
281
1021
1921
3461
2031
2041
2421
2481
2741
2801
3071
3161
21
5051
5052
5041
131
171
6051
1221
1511
6041
2011
2051
271
601
611
651
771
772
941
1041
1051
1091
1211
1242
1351
1401
1411
1431
1461
1471
1501
1531
1731
1941
1991
2012
2391
2451
2461
3011
3051
3061
Functional Class
Collector
Collector
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Collector
Collector
Collector
Collector
Local
Local
Local
Local
Local
Local
Collector
Collector
Local
Local
Local
Local
Collector
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Zone
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Ponderosa Palisades
Length
(feet)
2205
2279
897
1123
299
1093
565
1515
186
1749
181
263
316
121
141
4702
750
3075
3760
1347
2046
620
926
688
2674
6620
6557
328
314
618
160
439
3400
331
204
3771
2190
1270
2634
155
167
1321
2252
369
1046
150
510
171
4162
1144
3650
1328
3283
208
580
674
2051
Width
(feet)
25
25
30
27
35
25
28
30
30
24
24
30
24
32
30
24
32
24
44
24
24
60
24
25
24
24
26
23
24
24
30
24
24
28
26
22
26
24
22
24
24
24
24
24
24
32
28
24
24
24
24
24
24
32
24
24
26
Area
(square
55125
56975
26910
30321
10465
27325
15820
45450
5580
41976
4344
7890
7584
3872
4230
112848
24000
73800
165440
32328
49104
37200
22224
17200
64176
158880
170482
7544
7536
14832
4800
10536
81600
9268
5304
82962
56940
30480
57948
3720
4008
31704
54048
8856
25104
4800
14280
4104
99888
27456
87600
31872
78792
6656
13920
16176
53326
2012
GO
GO
2013
GO
x
x
x
x
x
x
x
x
x
2014
GO
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
2015
2016
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
2017
x
x
x
x
x
x
x
x
x
x
Branch Name
Brockway Road
Brockway Road
Brockway Road
Brockway Road
Martis Valley Rd.
Alpine Fir Rd
Bishop Pine Rd.
Columbine Rd.
Dogwood Rd.
Evergreen Cir.
Frond Rd.
Hope Court
Indian Pine Rd.
Jeffery Pine Rd.
Laurel Ct.
Old Mill Rd.
Pine Cir.
Red Fir Rd.
Redbud Ct.
Shore Pine Rd.
Snowberry Rd.
Star Pine Rd.
Stone Pine Rd.
Sugar Pine Rd.
Torrey Pine Rd.
White Fir Rd.
X = Slurry Seal
GO = Grind/Overlay
Segment Description
Palisades Dr to Estates Dr
Estates Dr to Martis Valley Dr
Martis Valley Drive to SR267
Hwy267 to Placer Co.Line
Torrey to Jeffery Pine
Indian Pine to Placer line
Oldmill to N end
E end to W end
Torrey Pine to end
Shore Pine to South end
TorreyP N to TorreyP S
TorreyPine to MartisValley
Columbine to end
MartisValley to Placer Co.
Jeffery Pine Rd. to end
MartisV W to Martisl E
Columbine to end
Columbine to end
Bishop Pine to Red Fir
PlacerCo. to N end
MartisValley to PlacerCo.
Palisades to Snowberry
Segment ID
5011
5012
5013
5014
1581
51
261
521
691
881
971
5021
1191
1231
1421
1781
1931
2081
2101
2331
2471
2631
2661
2701
2851
3021
Functional Class
Arterial
Arterial
Arterial
Arterial
Collector
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Local
Zone
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Sierra Meadows
Length
(feet)
2520
1410
3335
1745
3603
418
1102
1700
366
431
333
1340
1690
4285
387
895
136
2782
203
1331
1156
2268
584
657
2960
1024
Width
(feet)
46
46
30
46
24
24
26
24
28
23
25
32
25
25
25
24
24
25
24
24
25
25
23
25
24
25
Area
(square
115920
64860
100050
80270
86472
10032
28652
40800
10248
9913
8325
42880
42250
107125
9675
21480
3264
69550
4872
31944
28900
56700
13432
16425
71040
25600
2012
GO
2013
GO
GO
GO
GO
2014
2015
2016
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
2017
Branch Name
Northwoods Blvd.
Northwoods Blvd.
Alder Creek Rd
Alder Creek Rd
Fjord Rd.
Northwoods Blvd.
Northwoods Blvd.
Northwoods Blvd.
Northwoods Blvd.
Schussing Wy.
Schussing Wy.
Alder Creek Rd
Alder Creek Rd
Andermatt Lane
Baden
Basel Pl.
Bavarian Way
Bear Meadows Court
Bennett Flat Rd.
Bennett Flat Rd.
Bermgarten Rd.
Bern Way
Bernese Ln.
Bolzano Rd.
Brookstone Dr.
Brookstone Dr.
Chalet Rd.
Chamonix Rd.
Chapelle Pl.
Chateau Wy.
Christie Ln.
Copenhagen Dr.
Cristallina Wy
Davos Dr.
Davos Dr
Dr.
Davos Dr.
Davos Dr.
Edelweiss Pl.
Falcon Point Pl.
Falcon Point Pl.
Glacier View Rd.
Glacier Wy
Greenleaf Wy.
Gyrfalcon St.
Hansel Ave.
Hansel Ave.
Heidi Wy.
Herringbone Wy.
Hillside Dr.
Hillside Dr.
Hillside Dr.
Innsbruck
Julian Ave.
Kitzbuhel Rd.
KT Ct.
Landeau Ln.
Lausanne Wy.
Lausanne Wy.
Lucerne Ln.
Matterhorn Pl.
Mougle Ln.
Mougle Ln.
X = Slurry Seal
GO = Grind/Overlay
Segment Description
TDonMonum to Northw
Hwy 89 to Schussing
Schus - Campground
Northwoods to N Hansel
upperHansel to upperDavos
upperDavos to Insbruck
Pathway to new ovrly
new ovrly to Alder Crk
Campground-Fjord
Fjord to West end
Wolfgang to Pin. Loop
Zermatt to Baden
Lausanne to Mougle
Mougle (E) to Mougle (W)
Skislope to end
Hansel to Lausanne N
Laussane N to Laussane S
Skislope to end
Bernese to Northwoods
Northwoods to Bernese
Innsbruck to Northwoods
Lausanne to Schussing
Schussing to end
Matterh to Matterh
Falcon Point to Northwoods
Norse to Chalet
Chalet N to Chalet S
Northwoods-Skislope
SkislopeW to SkislopeE
Swiss S to Swiss N
Northw far E to North E
Northw E to Northw W
NorthwW to NorthwE
Northw farwest to Skislope
Swiss to Cristallina
Muhlebach to Chamonix
Chamonix to Hansel
Skiview Loop to Tyrol Rd
Skislope Wy. to end
Hansel to Pathway
Hillside W to Hillside E
Northw E to Lausanne
Lausanne to Northw W
Davos N to Davos S
Skislope to Copenhagen
Northwoodsw to Solvang
Solvang to Gryfalcon
Gyrfalcon to Northw E
Davos to Northwoods
Oslo to Northwoods
Mougle to Sitzmark
Mougle to end
Muhlebach to Hansel
Swiss N t Swiss S
Snow Peak to Chalet
Sitzmark to 11820 Mougle
11820Mgle to 11406Mgle
Segment ID
1721
1722
11
12
921
1723
1724
1725
1726
2303
2304
13
14
61
111
141
151
5141
201
202
231
241
251
291
331
332
3401
411
421
431
481
551
471
661
662
663
664
821
891
892
981
991
1031
1061
1071
1072
1101
1111
1151
1152
1153
1201
1261
1321
1271
1381
1441
1442
1521
1591
1651
1652
Functional Class
Arterial
Arterial
Collector
Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Collector
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
Zone
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Length
(feet)
4734
2518
7552
9667
438
9632
9889
6276
6399
1871
3058
6361
3947
742
2957
405
909
700
2275
3897
195
249
4883
1606
1047
2026
3430
3053
370
1122
1283
6274
2701
1798
6397
2917
564
903
2503
2821
2111
789
1981
2157
1050
9875
2737
3536
2088
4958
1000
1425
419
3238
558
653
7454
1531
1093
352
2045
2168
Width
(feet)
25
37
24
24
35
24
24
24
24
26
24
24
24
23
23
24
23
24
23
23
23
24
24
24
24
23
24
25
21
23
25
23
24
24
23
24
31
23
24
24
24
24
24
24
24
24
23
23
25
25
25
23
24
23
23
24
26
23
23
24
23
24
Area
(square
118350
93166
181248
232008
15330
231168
237336
150624
153576
48646
73392
152664
94728
17066
68011
9720
20907
16800
52325
89631
4485
5976
117192
38544
25128
46598
82320
76325
7770
25806
32075
144302
64824
43152
147131
70008
17484
20769
60072
67704
50664
18936
47544
51768
25200
237000
62951
81328
52200
123950
25000
32775
10056
74474
12834
15672
193804
35213
25139
8448
47035
52032
2012
2013
2014
GO
GO
2015
x
2016
2017
GO
GO
GO
x
GO
GO
GO
GO
x
GO
x
x
x
x
x
GO
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
Branch Name
Mougle Ln.
Muhlebach Wy.
Muhlebach Wy.
Munich Dr.
Nordic Ln.
Norse Ave.
Oberwald Wy.
Oslo Dr.
Parsenn Rd.
Pathway Ave.
Peregrine Dr.
Pinnacle Loop
Ramshorn St.
Rhineland Ave.
Roundhill Dr.
Roundhill Dr.
Schussing Wy.
Schussing Wy.
Sierra Glen Wy.
Sitzmark Wy.
Ski View Loop
Skislope Wy.
Skislope Wy.
Skislope Wy.
Skislope Wy.
Skislope Wy.
Skislope Wy.
Slalom Wy.
Snowpeak Wy.
Snowpeak Wy.
Snowpeak Wy.
Solvang Wy.
Springbrook Pl.
St. Bernard Dr.
St Bernard Dr
St.
Dr.
St. Bernard Dr.
St. Croix Wy.
St. Moritz Ln.
Staghorn Rd.
Stockholm Wy.
Sun Valley Rd.
Swiss Ln.
Swiss Ln.
Telemark Pl.
Teton Wy.
Tundra Dr.
Tyrol Rd.
Viking Wy.
Weisshorn Wy.
Winter Ave.
Wolfgang Rd.
Wolfgang Rd.
Zermatt Dr.
Zurich Pl.
X = Slurry Seal
GO = Grind/Overlay
Segment Description
11406Mgle to Mgle/Mgle
Northwoods to Landeau
Landeau to Muhlebach
Sitzmark to Mougle
Sitzmark to Mougle
Northw S to Northw N
WolfgangE to WolfgangW
Hansel to Oslo
Wolfgang to Pinnacle
Hansel to Schussing
Gyrfalcon to Solvang
Andermatt to Andermatt
NorthwE to NorthwW
Snowpeak to Northwoods
Muhlebach to 500ft East
500fteast to MuhlebachE
Lausane to St. Bernard Dr.
St. Bernard to Pathway
Mougle to Schussing
SierraGlen to SierraGlen
AlderCreek to Snowpeak
Snowpeak to 600' BM
600' past BM to Glacier
Glacier to Davos
Davos to Herringbone
Herringbone-Northwoods
Northwoods to Snowpeak
Skislope to Slalom
Skislolpe N to Skislope S
Hansel to Schussing
Schussing to end
Northwoods to Hillside
Solvang to Hillside
Parsenn to Alder Creek
SwissLn.N to SwissLn. S
Northw to Swiss/Swiss
Swis/Swis to Swis/Swis
Schussing to end
Ski Slope to end
Mougle to end
Skiview E to Skiview W
Copenhagen-Davos
Hansel to Oslo
AlderCrk W to Andermatt
Andermatt to AlderCrk E
Nwoods E to Nwoods W
Nwoods S to Nwoods N
Segment ID
1653
1671
1672
1681
1701
1711
1741
1821
1871
1881
1891
1961
2061
3361
2231
2232
2301
2302
2361
2381
2411
2401
2402
2403
2404
2405
2406
2431
2491
2492
2493
2501
2551
2571
2572
2573
2581
2601
2611
2651
2731
2761
2762
2811
2821
2901
2911
2941
2991
3111
3121
3122
3181
3191
Functional Class
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
TSSA Local
Zone
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Tahoe Donner
Length
(feet)
4370
1644
6630
987
1029
1950
1894
4884
1637
4744
1759
4009
1873
2986
500
2161
2420
1203
658
5271
8318
2778
1000
7170
11426
6839
4323
2064
566
2113
3805
3868
1134
3590
669
2554
1232
1256
365
4799
1290
1535
7293
663
98
845
4796
2447
1414
506
3488
3636
4141
1543
Width
(feet)
24
24
24
26
24
24
24
24
24
24
24
23
24
24
24
24
24
26
25
24
25
25
24
24
24
24
24
30
29
30
27
23
25
24
24
24
23
23
23
23
23
24
24
24
24
24
24
24
23
21
24
25
24
24
Area
(square
104880
39456
159120
25662
24696
46800
45456
117216
39288
113856
42216
92207
44952
71664
12000
51864
58080
31278
16450
126504
207950
69450
24000
172080
274224
164136
103752
61920
16414
63390
102735
88964
28350
86160
16056
61296
28336
28888
8395
110377
29670
36840
175032
15912
2352
20280
115104
58728
32522
10626
83712
90900
99384
37032
2012
x
x
x
x
x
2013
2014
2015
x
x
x
x
x
2016
x
x
x
2017
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
Appendix H
Paving Plan Maps
2012 Slurry Seal and Paving Projects
Int
e
80 rs ta
E a te
st
In tersta te
80 West
da le
sch
Hir
Schaffer Mill R
d
Br
Dr
St
Evens
iper
ts
gs
H
Pl
ffield
She
Do
Ha
s t in
ir
C
ir
Royal
Crest Dr
n
Ju
Gle nshire Dr
Hunt s
row
e Rd
iteho
Wh
C
Manch
T u do
r
y Way
nb
wa
y
gh
l Crst
Roy a
Co
l
ss
Rd
Acc
e
Martis Dam Rd
Rd
sR
d
hw
ay
2
67
Legend
E
Ba lias
ldw
in
H Bo
as b
le
m
2" Overlay
/
r
o nta n
D i ck
D
La
h
Bob
W atso n
John
Keiser
Dr
Tim
ilic
k
d
Lahontan Dr
Bob
Sherman
ar
t
ge
Lod r
D
Tra il
av
id
ink
D
m Rd
oe T hompson
sh
is
Te v
Fr
Ac
ce
s
Hig
Bar t
V
r
ff e
ha
Sc
s R P ri
d vate
Jo
er
g
Rd
er
L loyd
lR
Fo x
Dra
w
r
e
ne ss
Dr
k
kB
D ic
E lle
M il
D rive
es
Laura
Knight
E lle
Dr
D
am
ue
r l
a
Ct
Au
Ba d
Ln g e r
ol
C
ne
Sn o w
n
Dr
ra y
ep h G
Jo s
Lahonta
n
t
ge
U x b ri d
2" Grind / Overlay
Dr
Bosc o
b el C
t D
r
Strand
Slurry
il
ra
ge T
ffer Mill
ha
Rd
Sc
croft Ln
D
T
V
In
t
In ers
te ta
rs t e
ta 8
te 0
80 E a
W st
es
t
Martis Dr
d
Firpo
Ln
Red
Fir Rd
ay
n
tu m
Wy
l
P
n
ill
R
L od
Ca irn croft
Ln
Ca
ir n
Co R i
J e u rt s e
st
er
Fair
w
S
H
Rive
Kimque
Ct
Dr
d le W
ee
N
in
e
P
Pine Cone Ct
Pi
sis St
Rd
ilac
Wild
L
R io
Vis
ta
Dr
Stillwater
Kleckner Ct Ct Ceino
Dr
Sawtooth Ct
r
A
ills
M
Dr
ay
hi
Rd
d
S
i
tJ
St
Palis
Hi s t a
g h te
Me
ad
Ln
We
st
F ox
Frates Ln
ahoe
80
K We
st
d
Trail R
Et
on
Roya P
Stuart
l
S taithe l
Gre
80
te
rd C
ra
In t
er
st a
G
h
t
Meek C
en
ne
s
H
R
Tr
l
617
0
Ta
Acc
es
s
t
Way
rs
Rd
r Da m
Prosse
Sa
r
D
d
R
Da
m
se
r
ro s
C
Sa
Little Lake Ct
La
p
Chi n a
r
Co
ms
t oc
ac
k
B
r
con R
bur
Co
Bro
ed
ar Cavern
er
nn
Do
kD
Snowbird Ln
e
Dr
es
d
lR
le Ln
g
Zu
C
So uth Sho re
8
mit D r
Alder Dr
in
y
Mougle
Munich D r
N o rd
ic Ln
r
Ha nse
l Av
e
m o n ix Rd S
ain
ha
C
In n s b ru ck Ave
Schu
ss
n
L andea u L
Ju
li
M u an A
ve
h le
Dr
ba
ch
Way
Bad en R d
st
Dr
0 W
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Su m
G
orn
gh
Wa
y
Sta
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g
Per egrin e D r
Cr
is
t
W a lli
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Rd
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ke v Lilac Ct
ie
C t w Poppy Ln
Dr
d W
ay
Way
Sto
ck
ho
lm
ay
W
ie w
iV
Sk
Springbroo
Pl
Wa y
Sno
wp
ea
k
Ch alet
s e Av
e
nV
al le
rse
Tewksb u ry D ri v
er
Wi n t
B
Su
Be
S
t
Northwoods Blvd
C
P
me
rive
Or B lu e
iol
e L Ja y
Ln
n
So
lden
Wa
Ln
ame s
Patt y
Cir
tt P l
Th e
J
nc y
B ec ke
Dr
Pl
y
a
Cedar Dr
on
se
t
Dr
el
Ch
t
t
Flo ris
l
Tink er
C
Rd
Filly Ln
M
te
A
cc
Ct
Sea
va
Wa
y
Schaffer Mill
Tr
D o Pa
y l ul
e
in
hester Ct
Win c
Courtenay Ct
La n
ca s
t
Rege
Pl er
Foxboro Dr
Rd
s
h
r
us
on t T
br
alm
Sa g e
Ct
l
a
rr
apa
Ch C t
ail
Lance
Fox Court
ng
d
e
ad
Pine Nut Dr
lis
Valh alla Dr
Ln
ourt
Belc
r Rd
wate
Sa
Pl
Balfou r R ch
ickwich Rch
Ch
O
ld
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an
on RL
o
R d dge
Oxford Cir
Ho
pe
ne D r
Co
C ars
sP
Pri
ari
n ch
Ra
er
Pa
t
Thelin Dr
Dr
So
Frond Rd
Silver Spur D r
Mar ti s
ay
r
R
Pi
Pl
W
Dr
e ss
e
d
R
D
g er
Jo er
h
A cc
Busi
Pa r
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Av
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Da
e
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d
yR
lle
Ct
Way
Cir SRolands
aint Alban
helmsf o rd
d
ir e
J oe r g
ne Cone
Jo e rger Dr
w
Jeffery Pin
Red Fir Rd e Rd
eh
p ic Bl v
Way
W h it
e rv
Riv
ie
Rive rv
Ct Dr
Dr
t
am
Martis D
ie w
sa
Ro
R eyn o ld
Golden Pine Rd
South
Highway 89
Path: M:\MAPS\Engineering\Pavement Management Program\2012 PMP As-Built Map Package\Slurry and Paving Future Maps\2012 Slurry Seal and Paving.mxd
t
rt C
wa
Ste Pine Cir
Dogwood Rd
a
rti
t
sC
e Fir Rd
Tor r
e
y li n t
Sk
C
Sunrise Ct
Purple Sage Rd
Silverfir Dr
C
Alpine Vie w
Ma
Pin e Rd
Pon d e r o s
Snowflower
Rd
Ct
t
bS
Stu
ey
C on e
Do l
om
Wa ite
y
ive
t
rS
C
e
Ch
ey
yn
y
W
Highland Ave
Estates Dr
Estates D r
Alp in
R
Ea
k
e r C ree
te 8 0
Pin e
ta
DSpring L n
In te rs
Interstate 80 West
t
In ter
s tate 80 W e s Trl
e
C o lle g
er
t
ol
Ct
ar
e
so
ang
y Dr n R
irw a
Fa
Ln
s
S
p
et tl er
t L
Look o u
Ct
t
sh
M elbo urne
l
ey P
Floriston Ct
Ol y
Ln
Rd
Tahoe D r
t
In
st
Village
Way
o rs
e R
d
iar C
Surr
ion Dr
Cir
ay
hw th
Hig Nor
89
y
rview Dr
D
e
cke
Tr u R d
O ld port
Air
nds Dr
leb
Ca
r
Samuel D r D
C
Yo
rk
ham
r Dr
este
at
W
il
Samuel Lp
o dla
Ct
Lookout Lp
l
Sutters Tr
C
ale b
Dr
C aleb Dr
m
ill
Hi
e
Arc h
e ry V
w
Cir
B er
e r lo o
Gl
k shire C
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8 0 East
Deerfield Dr
De erfi
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Hig h w ay
89 S o uth
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Po
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S ou
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Valley Rd
Ridge Rd
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Rd
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Pine Ave
A
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Dr
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Dogwood Rd
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Tor r
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Purple Sage Rd
Silverfir Dr
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Cam psite Rd
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Co t t
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Int erstate
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Deerfield Dr
De erfi
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89 S o uth
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Po
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S ou
Dr
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Valley Rd
Ridge Rd
Br ook Ln
Rd
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Pine Ave
A
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Lee Rd
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Blvd
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Rain bow
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Pa rkla
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Br ook Ln
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Pine Ave
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d
s
oom S R
ail
Tr Rd
bb P ass
d
r
En
ne
s
n
Ea Do
Eu
R
ten
m
r
r Ru
te
Ja
or
eg
Gr P l
e
sid
n
so La ke dg
hn
Ln
Jo n
L
Dr
Wolfe
Bea
U
Pa lisade St
Lee Rd
D u lzur
a St
a St
Boc
Pa r
R ic
h ard s
Blvd
b
Iv y
le
dd
Pl
e
ssag
Pa
M
Dr
Rue
rnese Ln
Be
Bern Way
Ln Bernes
e Ln
Cam
s
nd
Pl
cher Lp
ott
Rd
nAe
Chey a n lder Dr
Wa y
n
se
Ida Way
Rain bow
D
n
Labelle Ct
Pa rkla
Dr
Bava
r ia
n Way R d
l
h
ri c
g ar
est
Marr
J ebs
Ct
Poi nt
W est Reed Ave
r
Thomas D
W
i Ct
ke
R
C edard
West
r
Ba
de r H il
oe Cir
Sh
Al
K itz
he
se
Be rm
80
eD
W o lf
e
Donner
st
D
te 8
Ave
Ree
rs ta
East
I nte
Ave
r
e
n
Don
v
er D r e
Pi on e
La
Ct
on
Lem
r
Cro cus D
l
Basel P
S n ow
L n Ln
il
t
eta ar ia
L
Rd
Rd
bu
r ne
vd
te
ne
r
d
rth
re st R
y 89 No
Fo
Hi gh wa
e
iva t
ss Rd
Sitzmark W
Ln
a
JBa
c
Ct o b
os
pphire Ln
Croc us Ct
R un
r
Acc
e
Trl
Olym pic D
r
Mo ra
d
Pi n e
Ct
d
ay
Lausann
Wa y
t
Be
Bl
s
od
wo
lz
Bo
Dr
o o dD
w
ing
e
ett F l a
th
or
Da v os Dr
Lo ck
Pr
rd
r
N
s Ln
an
o
No Other Way
stone Dr
ok
y
Wa
na
er
nn
n
t
Swis
a
rs t
D
on
Ct
ek
re
a
d
ar
Be rn S
ch us
s
Sa int
D
c
tB
Zermatt Dr
In t e
Interstate 80
East
e
dg
Ri
yC
Actinolite
W
g
D
ba
a de
s Ln
n
sL
is
Sw
Rd
rn S
ho
r
ms
No
Ra
Dr
s
o
av
Davos D r
D
No
Christ ie
r th w oods lv d
B
t
L
n
H e idi Way
in
am l
Copenhagen Dr
Weissh o rn
P
an
Ave
H erringbone Way
Ski Slop e Way
0
te 8
rsta
Inte
ny
t on
S
d
Ha
ns
el
Mu
Ave
h le
ba c
Ro
hW
un
ay
dh
ill
M
D
uh
r
le
y
Fa
h Wa
l co
n
Po
i nt
Pl
ay Ave
t hw
Pa
r eenle
a
ark
Blv
S w is
ra
ay
fW
ds
Teton Way
Os lo
er
n
G
Dr
Lp
Si
e
Gl
Te le m
Pl
lo
Os
d
l R
w
Oslo Dr
oo
Rd
V ie
ki
ay
W
th w
ol
Ty r
S
G
n
r
No
ra
er
le
J e ffre
re
en
Rain
w
bow
oo
Dr
d
Dr t
tC
res ki W hi t
o
F
S
Sto
Hillsi d e Dr
n
co
St
o
Ty r
Si
ci
V iew Dr
R hineland Ave
cie
r
W
ay
Rd
G la
Chatea u W ay
p
G la
ek Rd
Ald er Cre
Saint
Moritz Ln
l
Lp
er
Sn o w
k W
ay
ay
yW
d
t
s C
ea
Gyr
fa
o ix W
dR
Be ar
Me ad ow
g
Vik i n
Sa
int C
r
ay
r
Fjo
k
East Alder Creek Rd
Iris Rd
G
e
Ob
nacle Lp
P in Ln
Rd
a tt
A n de rm
r w al
Pa
rs
R d enn
Pr
In t
t
es
W
40
O ld
ay
hw
Hig
Wolfg an g
am
rD
Rd
80
st
rs
Ea
0
Inte
te 8
a
t
e rs
tate
0
0.5
1
2
Miles
Int
e
80 rs ta
E a te
st
In tersta te
80 West
da le
sch
Hir
Schaffer Mill R
d
Br
Dr
St
Evens
iper
ts
gs
H
Pl
ffield
She
Do
Ha
s t in
ir
C
ir
Royal
Crest Dr
Co
l
ss
Rd
Martis Dam Rd
n
Ju
Gle nshire Dr
Hunt s
row
e Rd
iteho
Wh
C
Manch
T u do
r
y Way
nb
wa
y
gh
l Crst
am
ue
r l
S
D
a
Ct
Au
Ac
ce
s
Hig
e
Rd
sR
d
hw
ay
2
67
Legend
2" Grind / Overlay
H Bo
as b
le
m
E
Ba lias
ldw
in
/
r
o nta n
D i ck
D
La
h
Bar t
Bob
W atso n
John
Keiser
Dr
Tim
ilic
k
d
Acc
m Rd
4" Grind / Overlay
Lahontan Dr
Bob
Sherman
ar
t
ge
Lod r
D
Tra il
av
id
ink
D
Fo x
Dra
w
r
oe T hompson
sh
is
Te v
Fr
Roy a
C
d
Ba d
Ln g e r
ol
C
V
r
ff e
ha
Sc
lR
s R P ri
d vate
Jo
er
g
Rd
er
L loyd
M il
e
ne ss
Dr
k
kB
D ic
E lle
Dr
D
D rive
es
Laura
Knight
E lle
ra y
ep h G
Jo s
Lahonta
n
t
Sn o w
n
Dr
Dr
Bosc o
b el C
ge
U x b ri d
Slurry
il
ra
ge T
ffer Mill
ha
Rd
Sc
croft Ln
Co R i
J e u rt s e
st
er
Fair
w
T
V
In
t
In ers
te ta
rs t e
ta 8
te 0
80 E a
W st
es
t
Martis Dr
d
Firpo
Ln
Red
Fir Rd
ay
n
tu m
Wy
l
P
n
ill
R
te
A
cc
Ct
Sea
va
Wa
y
ne
M
L od
Ca irn croft
Ln
Ca
ir n
A
ills
M
Dr
ay
hi
Rd
H
t
Rive
Kimque
Ct
Dr
P
in
e
N
ee
d le W
Palis
Pine Cone Ct
Et
on
Roya P
Stuart
l
S taithe l
Gre
80
te
rd C
ra
In t
er
st a
G
h
t
Meek C
en
ne
s
H
d
R
Da
m
se
r
ro s
R
er
Pa
sis St
rs
Rd
r Da m
Prosse
Sa
r
D
B
r
bur
Co
p
Chi n a
eri d
t
S
S
nn
Dr
Stillwater
t D
r
Tewksb u ry D ri v
Rd
s
Sawtooth Ct
Rd
ilac
Wild
L
Little Lake Ct
La
Alder Dr
con R
r
t oc
ac
k
Co
ms
Sa
617
0
Ta
Acc
es
s
rs
ta
te
Hi
gh In t 80
er Ea
st
at s t
e8
0
Me
ad
Ln
F ox
We
st
r
om
d
Trail R
Frates Ln
ahoe
kD
Bro
Way
er
nn
Do
ss
Snowbird Ln
e
Dr
es
d
lR
le Ln
g
Zu
ed
ar Cavern
So uth Sho re
8
mit D r
C
R io
Vis
ta
Dr
Pi
in
y
Mougle
Munich D r
N o rd
ic Ln
r
Ha nse
l Av
e
m o n ix Rd S
ain
ha
C
In n s b ru ck Ave
Schu
ss
n
L andea u L
Ju
li
M u an A
ve
h le
Dr
ba
ch
Way
Bad en R d
st
Dr
0 W
e
Su m
G
orn
gh
Wa
y
Sta
Solvan
g
Per egrin e D r
Cr
is
t
W a lli
ay na
y
Rd
s e Av
e
nV
al le
ke v Lilac Ct
ie
C t w Poppy Ln
Dr
d W
ay
Way
Sto
ck
ho
lm
ay
iV
ie w
W
Ch alet
Sk
Sno
wp
ea
k
Springbroo
Pl
Wa y
Su
rse
Strand
Foxboro Dr
er
Wi n t
B
S
on
St
Be
Northwoods Blvd
t
P
me
rive
Or B lu e
iol
e L Ja y
Ln
n
So
lden
Wa
Ln
ame s
Patt y
Cir
tt P l
Th e
J
nc y
B ec ke
t
hester Ct
Win c
Courtenay Ct
La n
ca s
t
Rege
Pl er
Pl
Dr
a
y
se
in
Dr
el
Ch
Lance
Fox Court
Cedar Dr
C
l
r Rd
wate
Sa
Pl
Balfou r R ch
ickwich Rch
Ch
t
on
Ct
Way
Cir SRolands
aint Alban
helmsf o rd
Oxford Cir
Tink er
C
t
Flo ris
M elbo urne
sP
e ss
e
Pl
ng
Schaffer Mill
Tr
D o Pa
y l ul
e
Av
ir
ari
d
e
ad
Pine Nut Dr
lis
h
r
us
on t T
br
alm
Sa g e
Ct
l
a
rr
apa
Ch C t
ail
eh
O
ld
Valh alla Dr
Ln
ourt
Belc
W h it
Ho
pe
ne D r
Co
ge
an
on RL
o
C ars
R d dge
Rd
t
Pri
So
R
Pi
Filly Ln
C
Dr
n ch
Ra
er
Pa
t
Thelin Dr
t
ol
r
Frond Rd
Silver Spur D r
Mar ti s
ay
Dr
C
W
ne Cone
ir e
d
R
D
g er
Jo er
h
A cc
Busi
Pa r
u m b in e
t
Sierra Vis ta C
nc
Ra
Da
e
Va
d
yR
lle
r Dr
este
d
y
W
J oe r g
Dr
Jo e rger Dr
w
Jeffery Pin
Red Fir Rd e Rd
Bo
p ic Bl v
Way
Ct
t
sh
ham
l
ey P
ion Dr
e rv
Riv
ie
Rive rv
Ct Dr
R eyn o ld
M artis
D
e
cke
Tr u R d
O ld port
Air
am
Martis D
ie w
Estates Dr
Estates D r
o rs
e R
d
iar C
Surr
il
e
Ch
ey
yn
C
Yo
rk
Highland Ave
sa
Ro
Village
Way
Hi
e
Arc h
e ry V
w
Cir
at
W
a
Tr
nds Dr
Ol y
m
r
Samuel D r D
Ct
ar
e
so
ang
y Dr n R
irw a
Fa
Ln
s
S
p
et tl er
t L
Look o u
s
Samuel Lp
o dla
Ct
Lookout Lp
l
Sutters Tr
C
Floriston Ct
Ea
ill
lle
ar
B er
e r lo o
Gl
k shire C
en
sh
Pl
ire
Dr
Ln
D
nington
o n Ln
ing ton Ln
y
nn
Wa on S t C
s
ha
N el
th
R c am
h
Ke n
t Dr
Cavalier
Un
W
rs
ppe
ra Trl
Cir
80
40
Old
nW
ay
all io
S u dsbury Cir
ay
o
s
e st
0W
te 8
rsta
In te
nd
e ss R
n
r la
Dr
Rd
e
Ov
t
es
W
Fa
ir w
rs
e st
0W
e8
tat
Un io
Acesa
M
Leap
ure D r
d
leb
Ca
te
rs ta
Golden Pine Rd
South
Highway 89
e Fir Rd
Dogwood Rd
a
C
Alpine Vie w
rti
s
ne
en
rview Dr
Alp in
Tor r
Pin e Rd
Pon d e r o s
Snowflower
Rd
Ct
C on e
Ma
sR
t
rt C
wa
Ste Pine Cir
k
e r C ree
Pin e
ey
e
y li n t
Sk
C
Sunrise Ct
Purple Sage Rd
Silverfir Dr
t
sC
re
e r C e k Rd
t A ld
Ea s
Rd
ive
t
rS
Dr
Union
d
y
R
Do l
om
Wa ite
y
t
bS
Stu
t
es
e
In t
ay
hw th
Hig Nor
89
lle
S
v il'
De k R d
Pe a
Rd
DSpring L n
Interstate 80 West
t
In ter
s tate 80 W e s Trl
e
C o lle g
W
Tinkers Lndg
Ct
man
Ln
Dove Ter
ale b
Dr
C aleb Dr
Inte
Rd
t
t
E
er S
t Riv
bo
Ea s
b
J i eet
tr
DS
Do
st
Ea
Rd
t
uth
Brockw ay R
S t Pa ss
So er S
d
r
iv
R
e
nn
St
Do
er
p
iv
R
illt o
th
H
u
e
Dr
So
Ru
Schaffer
ades
Lp
rfir
Silve
Cir
Conifer D r
Mt Judah D r
ess
Acc
Donner Park
Cam psite Rd
Tahoe D r
te
In
e
r
Co t t
East
Priv a te
Dr
T
Hig h w ay
89 S o uth
est
o nwood Dr
int D
Po
th Sho r e Dr
S ou
n
In di a
Rd
Jack
A
dW
ck R
r Ct Pine St
Ede Spruce St
Sh o re
In terstat
e 80 W est
Inte rstat e
Int erstate
8 0 East
Deerfield Dr
De erfi
eld Dr
Levon Av
Pine Ave
es
ara
Tam
n
Dr
th
ou
R ocky Ln
Valley Rd
Ridge Rd
Br ook Ln
Rd
n
Gle
Forest Ln
rd
Stoc krest
Sprin Rd
gs
Dr
ge
s
ail
Tr Rd
d
En
e Ivy
d
er
Va
ir a
caV
i ew
n
s
Pa t
en
Rd
Henn
er
P r o ck
C
Dr
u
Pinewood Ln
Cottonwood Ln
Dr
nd
hla
t
ac
We s
o
C
t e 80
ers ta
In t
Dr
G r a n ite
Ind u
stria
l W ay
nk
ou
Eu
R
ten
m
r
r Ru
te
Ja
or
eg
Gr P l
e
sid
n
so La ke dg
hn
Ln
Jo n
L
Dr
Wolfe
Bea
U
Pa lisade St
Lee Rd
D u lzur
a St
a St
Boc
Pa r
R ic
h ard s
Blvd
b
Iv y
le
dd
Pl
e
ssag
Pa
M
Dr
Rue
rnese Ln
Be
Bern Way
Ln Bernes
e Ln
Cam
s
nd
Pl
cher Lp
ott
Rd
nAe
Chey a n lder Dr
Wa y
n
se
Ida Way
Rain bow
D
n
Labelle Ct
Pa rkla
Dr
Bava
r ia
n Way R d
l
h
ri c
g ar
est
Marr
J ebs
Ct
Poi nt
W est Reed Ave
r
Thomas D
W
i Ct
ke
R
C edard
West
r
Ba
de r H il
oe Cir
Sh
Al
K itz
he
se
Be rm
80
eD
W o lf
e
Donner
st
D
te 8
Ave
Ree
rs ta
East
I nte
Ave
r
e
n
Don
v
er D r e
Pi on e
La
Ct
on
Lem
r
Cro cus D
l
Basel P
S n ow
L n Ln
il
t
eta ar ia
L
Rd
Rd
bu
r ne
vd
te
ne
r
d
rth
re st R
y 89 No
Fo
Hi gh wa
e
iva t
ss Rd
Sitzmark W
Ln
a
JBa
c
Ct o b
os
pphire Ln
Croc us Ct
R un
r
Acc
e
Trl
Olym pic D
r
Mo ra
d
Pi n e
Ct
d
ay
Lausann
Wa y
t
Be
Bl
s
od
wo
lz
Bo
Dr
o o dD
w
ing
e
ett F l a
th
or
Da v os Dr
Lo ck
Pr
rd
r
N
s Ln
an
o
No Other Way
stone Dr
ok
y
Wa
na
er
nn
n
t
Swis
a
rs t
D
on
Ct
ek
re
a
d
ar
Be rn S
ch us
s
Sa int
D
c
tB
Zermatt Dr
In t e
Interstate 80
East
e
dg
Ri
yC
Actinolite
W
g
D
ba
a de
s Ln
n
sL
is
Sw
Rd
rn S
ho
r
ms
No
Ra
Dr
s
o
av
Davos D r
D
No
Christ ie
r th w oods lv d
B
t
L
n
H e idi Way
in
am l
Copenhagen Dr
Weissh o rn
P
an
Ave
H erringbone Way
Ski Slop e Way
0
te 8
rsta
Inte
ny
t on
S
d
Ha
ns
el
Mu
Ave
h le
ba c
Ro
hW
un
ay
dh
ill
M
D
uh
r
le
y
Fa
h Wa
l co
n
Po
i nt
Pl
ay Ave
t hw
Pa
r eenle
a
ark
Blv
S w is
ra
ay
fW
ds
Teton Way
Os lo
er
n
G
Dr
Lp
Si
e
Gl
Te le m
Pl
lo
Os
d
l R
w
Oslo Dr
oo
Rd
V ie
ki
ay
W
th w
ol
Ty r
S
G
n
r
No
ra
er
le
J e ffre
re
en
Rain
w
bow
oo
Dr
d
Dr t
tC
res ki W hi t
o
F
S
Sto
Hillsi d e Dr
n
co
St
o
Ty r
Si
ci
V iew Dr
R hineland Ave
cie
r
W
ay
Rd
G la
Chatea u W ay
p
G la
ek Rd
Ald er Cre
Saint
Moritz Ln
l
Lp
er
Sn o w
k W
ay
ay
yW
d
t
s C
ea
Gyr
fa
o ix W
dR
Be ar
Me ad ow
g
Vik i n
Sa
int C
r
ay
r
Fjo
k
East Alder Creek Rd
Iris Rd
G
e
Ob
nacle Lp
P in Ln
Rd
a tt
A n de rm
r w al
Pa
rs
R d enn
Pr
In t
t
es
W
40
O ld
ay
hw
Hig
Wolfg an g
am
rD
Rd
80
st
rs
Ea
0
Inte
te 8
a
t
e rs
tate
0
0.5
1
2
Miles
Appendix I
OCI Rating Sample List
Annual OCI Rating Sample List
Branch
Segment
Name
Description
Alder Creek Rd
Bridge St.
Church St.
Segment Length Width Traffic Volume
ID
(feet)
(feet) Low/Med/High
Elevation
Hwy 89 to Schussing
11
7552
24
High
5950'-6175'
DPR to Jibboom St.
311
436
40
High
5800'-5900'
Bridge to Hwy 267
491
576
27
Med
5800'-5900'
Deerfield Dr.
671
1365
25
High
5900'
Donner Pass Rd.
728
265
60
High
5800'-5900'
Dorchester Wy.
Glen-WManchester
751
1334
24
Med
5800'-6175'
Glenshire Dr.
Donner Pass to Olympic Blvd.
1011
6127
26
High
5800'-6175'
Northwoods Blvd.
1726
6399
24
High
6160'-7600'
Palisades Dr.
1851
2205
25
High
6000'-6130'
Ponderosa Dr.
1981
2279
25
Med
6000'-6130'
South Shore Dr.
2521
1031
25
Med
5800'-5900'
West River St.
2961
3185
24
High
5800'-5900'
Boca St.
Prosser to Sierra
3291
455
17
Low
6000'-6270'
Palisade St.
1841
1122
15
Low
6000'-6270'
Pine St.
1951
965
24
Low
Under 6000'
Washoe Rd.
OldHwy to OldHwy
2971
2976
24
Low
Under 6000'
Alley
Spring to Bridge
41
686
16
Med
5950'-6175'
Church St.
Donner Pass Rd - East end
492
373
21
Med
5950'-6175'
E Trout Creek Road
Donner Pass Rd to end
3481
422
15
Low
5950'-6175'
Allenby
Icknield to end
31
264
28
Low
5825'-6175'
Sommerset Dr.
Glenshire to end
2511
3854
25
Med
5825'-6175'
Whitehorse Rd.
Glenshire to end
3041
200
26
Low
5825'-6175'
Bull Pine Trail
Northwoods to end
341
681
24
Med
5950'-6175'
Glen Rd.
1001
205
23
Low
5950'-6175'
Estates Dr.
851
2855
24
Med
5845'-5900'
Blue Jay Ln.
Lariat to Whitetail
271
328
23
Low
5925'-6175'
Nuthatch Ct.
1731
171
24
Low
5925'-6175'
Christie Ln.
Northwoods-Skislope
481
1283
25
Low
6160'-7600'
Falcon Point Pl.
Chamonix to Hansel
892
2821
24
Low
6160'-7600'
Greenleaf Wy.
Hansel to Pathway
1031
1981
24
Low
6160'-7600'
** Based upon Town snow load chart

Truckee 2012 Pavement Maintenance Program

Transcription

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