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Date: February 11, 201
To: Measure V Oversight Committee
From: Daniel P. Wilkins, P, E, Public Works Director /Town Engineer -� A)
Subject: Measure V Expenditures for 2009/2010 Fiscal Year
The purpose of the following is to provide the Measure V Oversight Committee with
information regarding expenditures of Measure V funds for the 2009/2010 fiscal year.
During the 2009/2010 fiscal year, the Town of Truckee expended $441,425.26 of
Measure V funds. These funds were charged to two separate capital improvement
program budgets. Following Table 1 presents the Capital lrnprovernent Program (CIP#),
project description, and funding amount for each project.
Table 1
FY 2009/20101 IMeasure V Fund Expenditures
Engineering
CIP#
Project
Contract Services
Labor
Total Funding
2009 Slurry Seal
60-09-01
Project
$406,658.64
$10,644.12
$417,30236
Miscellaneous
Measure V
Roadway
60-09-15
Improvements
$16,127.50
$7,995.00
$24,122.50
Grand Total
$422,786.14
$18,689.
$441,425.26
The 2009 Slurry Seal Project (CIP 60- expended $417,302.76 in measure V
funds for the purpose of implementing a portion of the Summer 2009 Slurry seal project.
An additional $347,783.19 of funding was allocated to this project from a combination of
Town Measure A, Truckee Special Service Area 1, and Truckee Special Service Area 5
funding sources for a project total of $765,085.95. Of the Measure V funds, $406,658.64
were used to pay the Town's Slurry seal contractor and $10,644.12 were used to fund
design, administration, and construction oversight of that project. Attached Exhibit A
presents a map which shows the streets in Truckee which were slurry sealed during this
project.
The Miscellaneous Measure V Roadway Improvements Project (CIP 601-09-15)
expended $24,122.50 in funds for the purpose of performing Surveying and design on
two separate drainage improvement projects at the West End of Donner Lake. No other
funding sources were used in this project. Attached Exhibits B-1, B-2, and B-3, and C-1,
C-2, and C-3 present a schematic of the respective project areas, along with the
surveying and design clocurnents that were developed as a part of these drainage
projects. The purpose of these projects is to repair substandard drainage facilities which
serve Town roadways, as well as to acquire easements from private property owners for
the purpose of codifying drainage rights in perpetuity across the respective properties.
The project depicted in Exhibits B-1 through B-3 has since been implemented, while the
project in Exhibits C-1 through C-3 is still awaiting implementation pending further
property owner coordination, $16,127.50 of the funds for this project were used to pay
surveying and engineering design consultant fees, and $7,995.00 were used to fund
costs associated with property owner coordination, and design and surveying consultant
oversight for a total expenditure of $24,122,50 on this project.
Based upon the provisions of Measure V, and the scope of the above projects, Town
staff recommends that the Measure V Oversight Committee make a determination that
the expenditure of Measure V funds in the 2009/2010 fiscal year was consistent with the
provisions of Measure V as established by the voters in the November 4, 2008 general
election.
EXHIBIT A
2009 Slurry Seal
1.
, ,, Lake
By: Grant Kaye 6;12'2009
Fve. M: GIS NtAPS \SlumSealHistonrt2009 Slum° Seal Map _ l lxiZmsd
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1 inch = 40 feet DRAFT 9122109 by Grant Kaye
PAPADAKIS
AP'N 17-240-16
15616 S. Shore Drive
f7777771 MAHONEY
j APN 17-240-05 PROPOSED
EXHIBIT C-2
BASIS OF HEARINGS
. . . .. CHAIN LINK FENCE
ORDINARY LOW WATER LINE
EL=5933,B
THE MERIDIAN OF THIS SURVEY IS DON NER LAKE
IDENTICAL TO THAT USED FOR ME
EDGE OF WATER
MAP FILED IN BOOK 1 OF MAPS
APN 17-240-116 PROPOSED
(7-31-09)
AT PAGE 123, NEVADA COUNTY
0.
DLPOA
RECORDS AND IS BASED ON
MONUMENTS SHOWN HEREON AS
FOUND,
20"PINE
EASEMENT AREA=1,446±SF.
6"PINE
TOTAL PROPOSED
ORDINARY HIGH WATER LINE
EASEMENT AREA=3,924±SF,
EL=5935.8
539 '07'l
'20�1 1 L 5 5.03
R-27 8,13
EP
18" CMP
TOP 593'2. L
DLPOA
ILi
INV 5930.7
ASPHALT APN 17-240-01
5 20
0 10
ANDREGG
CR,q
r(20"PINE
C- 1=
24"PINEM
w ...dr-gu.aam
800-400-7072
GRAVEL
CLF
N4 " 5,9 '47"W r
CLF
6 8. 7
62,40
PAPADAKIS
AP'N 17-240-16
15616 S. Shore Drive
f7777771 MAHONEY
j APN 17-240-05 PROPOSED
0 1 I � , . ' . r . p .. r 1
EASEMENT AREA=2,004±SF.
. . . .. CHAIN LINK FENCE
CMP . .
. . . . CORRUGATED METAL PIPE
PAPADAKIS
. . . EDGE OF PAVEMENT
APN 17-240-116 PROPOSED
FLOW LINE
EASEMENT AREA=474±SF,
0.
DLPOA
APN 17-240-01 PROPOSED
EASEMENT AREA=1,446±SF.
TOTAL PROPOSED
EASEMENT AREA=3,924±SF,
34 .67
539 '07'l
'20�1 1 L 5 5.03
R-27 8,13
ul"ER
ca $
LS 79
-k R
Of CA 5'
J F: reT � F rs
PROPOSED 20' WIDE DRAINAGE
EASEMENT 10' ON EACH SIDE OF
CENTERLINE OF DRAINAGE PIPE
MAHONEY
APN 17-240-05
15600 S,. Shore Drive
INLET 5935.46
INV 18 (NE) 5935.66
INV 18"CMP (S) 5935.81
0 4
A-21 Lf i2n3
=��
R= 2
SOUTH SHORE DRIVE
,Or . . . . . . FOUND 3/4" IRON PIN 'RCE 32239'
& .
. I . . . TREE AS NOTED
CLF . .
. . . .. CHAIN LINK FENCE
CMP . .
. . . . CORRUGATED METAL PIPE
EP
. . . EDGE OF PAVEMENT
FL . . .
FLOW LINE
TOP . ,
. . . TOP OF SLOPE
k 08/26/09 09:01:41am, BM
m
LGIf1 LERS NOTES (CONT
-R ROL
1 tix ii
SOUTH SHORE
DRAINAGE
DLPOA 1
MAHONEY
156DO SOUTH SHORE DRIVE
TRUCKEE,CA
NEVADA COUNTY
-240 l 0 -9 16
GARY DAVIS GROUP
DESIGN AND ENGINEERING
IMPR
PLAN
C1
NT
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