036-94 Ordinance Amended
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. . RECORD OF ORDINANCES
Dayton Legal Blank Co. Form No. 30043
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Ordinance NO.36-94m-- Passed mm m_n mm_______m__ ___m___19__ I
AN ORDINANCE AMENDING THE ANNUAL APPROPRIATIONS
ORDINANCE FOR THE FISCAL YEAR ENDING DECEMBER 31, 1994
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- . WHEREAS, the Ohio Revised Code requires, when necessary, amendments to
the annual appropriations ordinance to be made in order that appropriations are
notoverexpended;and
WHEREAS, the Public Service Committee of Dublin City Council is
recommending the adoption of a staff recommendation to implement a contract
program for 1994 street repairs at an estimated cost of $1,007,560; and
WHEREAS, inclement weather has caused excessive damage to Dublin's streets
and it is necessary to appropriate additional funds for this project in addition to
the current budget of $600,000; and
WHEREAS, in order to fulfill the City's mission in providing safe and efficient
street systems in a timely manner, it is necessary to amend the annual
appropriations to complete this work as soon as possible; and
NOW, THEREFORE, BE IT ORDAINED by the Council of the City of Dublin,
State of Ohio, 7 of the elected members concurring:
...... Section 1. That there be appropriated from the unappropriated balance in the
Capital Improvement Tax Fund the amount of $410,000 to account 40-03-14-
2550 to transfer to the Annual Street Improvements Program.
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Section 2. That this Ordinance shall take effect and be in force on the earliest
date permitted by law.
Passed this ) Wh. day of ~ ' 1 994
May~~1{fficer
ATTEST:
~CL-~
Clerk of Council
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MEMORANDUM
TO: Dublin City Council Members
FROM: Judi Stillwell, Chair, Public Service Committee
DATE: March 28, 1994
"..,"*~ SUBJECT: 1994 Street Maintenance Program
-"" On March 24, 1994 Balbir Kindra presented the attached 1994 proposed Street Maintenance Program.
The program includes Groups A thru F for an amount totaling $1,492,610.
Due to the effects of the severe winter weather, this year's street maintenance program will require
substantially more investment in order to bring the streets back to a reasonable level of service.
The City Engineer recommended that the work in Groups A, Band E be performed this year at a cost
of $1,056,060. The Service Committee voted to recommend work in Groups A, Band E. However,
the committee recommended deleting construction of the sidewalk on the north side of Tuller Road this
year at a cost of $48,500, thereby reducing the cost of the program to $1,007,560.
The total construction cost for Group G is $82,700, which will be paid for from the Avery Park parking
lot resurfacing and bike path repair, $105,000 already budgeted for.
The additional amount of approximately $410,000, above and beyond the current budget of $600,000
can be provided from uncommitted cash reserves in the Capital Improvement Tax Fund. As Council
may recall, there has historically been (and continues to be today) a significant pool of uncommitted
dollars within the City's Capital Improvement Tax Fund. The City's Five Year Capital Improvement Plan
contemplated the availability of the reserves for the discretionary allocation of these funds by Council,
normally, as part of the annual update to the Five Year Capital Improvement Plan.
Ifl'" It is also recognized that these reserves are available to respond to emergencies, or unforeseen annual
needs. In effect, the staff and the committee are recommending that a major renovation of Muirfield
Drive is needed in 1994, but that such renovation cannot be performed in lieu of other needed street
repairs. We are recommending that a small portion of the uncommitted cash reserves be designated
- to this project, as a needed capital roadway improvement.
The additional $410,000 appropriation for the street maintenance program, the recently requested
$200,000 Bright Road/Riverside Drive intersection improvement, and the $200,000 stream cleaning
appropriation would all utilize these uncommitted cash reserves from the City's Capital Improvement
Tax Fund.
Obviously, to the degree that these reserves are budgeted for these projects, they will not be available
to be programmed for other projects through the annual updates of the Five Year Capital Improvement
Plan. These funds are not, however, being removed or reallocated from any previously approved or
programmed capital project.
Attachment
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MEMORANDUM
TO: Judy stillwell, Chair Public Service Committee
FROM: city Engineer
DATE: March 18, 1994
-' SUBJECT: 1994 Street Maintenance Program
~" Attached please find a copy of the preliminary outline of the 1994
Street Maintenance Program. The program has section A thru F
outlining various options.
Currently $600,000.00 has been budgeted for this program. In
addition, for Group G the City has budgeted $55,000.00 for the
parking lot resurfacing and $50,000.00 for the bikeway maintenance.
Normally the annual maintenance program will minimumally include
repairs similar to those listed in Group A, B, and E. If permitted,
the total of these repairs is estimated to be $1,056,000. This
total does not include $105,000.00 mentioned in the above
paragraph.
Sincerely,
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~ ~'t- S.l4~6J'
__ (' Balbir S. Kindra, P.E.
City Engineer
BSK:nlt
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MEMORANDUM
TO: Balbir S. Kindra, City Engineer
FROM: Bill Covey, Chief Engineering Technician
~ Subject: Cost Estimate - 1994 Street Maintenance Program - Revised
Date: March 17, 1994
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GROUP A
Muirfield Drive from Brand Road to Glick Road have been determined
from field survey and from Resource International to have a low to
high severity of pavement cracks, rutting in wheel paths and
pavement deformation show a depression from medium to high
severity.
The following are your recommendations for maintenance/repair:
A. Two lifts of Item 415 with fiber mix surface course totaling
2-1/2 inches.
B. Full-depth pavement repair (15% replacement).
C. Crack sealing approximately 16,000 square yards of the 56,000
square yards total or 30% will require this application.
D. Rebuild outside edge shoulder (berm) with Type "A" aggregate
..... and seal coat bituminous with No. 8 aggregate.
E. Inside berm will be built up with topsoil and sod.
- The estimated cost for Muirfield Drive: $660,000
Woodland Avenue will require Item 251, Partial depth pavement
repair at three locations and a 9' x 60' restructure of subbase
material using Item 304, aggregate.
The estimated cost for Woodland Avenue . . . . . . . . . $5,500
Total Estimate for Group A: $665,500
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GROUP B
The following streets indicate from a visual survey to be rated
medium to above medium severity. This is a group of streets we
normally repair and overlay in our annual street maintenance
program. The rehabilitation will require an asphalt overlay and
additional work such as crack sealing and full-depth repair as
required. Pavement planing will be required on curb and gutter
streets to maintain a uniform asphalt overlay.
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With an above medium to above medium severity, these streets will
require 1-1/4" thick Item 404 surface course, 40% to 60% coverage
_.,. of 3/4" thick Item 403 scratch course and 30% to 50% crack seal.
Also from visual inspection, concrete curb and gutter replacement,
sidewalk replacement and bike path replacement will be included in
the following cost estimate:
Abbotsford Drive . . . . . . . . . . . . . . . . . . . . . 9,985
Araphahoe Place. . . . . . . . . . . . . . . . . . . . . . 4,425
Blackhawk Court. . . . . . . . . . . . . . . . . . . . . . 5,150
Castlebay Drive. . . . . . . . . . . . . . . . . . . . . . 3,050
Devonwood Court. . . . . . . . . . . . . . . . . . . . . . 3,700
Fallen Timbers Drive (Tara Hill to Blackhawk ct.) . . .. 26,225
Haddington Drive . . . . . . . . . . . . . . . . . . .. 11,700
Haddington Court . . . . . . . . . . . . . . . . . . . . . 3,300
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Mesqu1 te Court . . . . . . . . . . . . . . . . . . . . . . 5, 000
Ottawa Place . . . . . . . . . . . . . . . . . . . . .. 2,,900
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preswick Drive . . . . . . . . . . . . . . . . . . . .. 11,000
Preswick Court . . . . . . . . . . . . . . . . . . . . . . 2,250
Rothesay Drive . . . . . . . . . . . . . . . . . . . .. 10,650
Running Deer Place . . . . . . . . . . . . . . . . . . . . 3,850
Valley stream Drive. . . . . . . . . . . . . . . . . .. .9,400
Windwood Drive . . . . . . . . . . . . . . . . . . . .. 26 , 250
Total Estimate for Group B - $138,835
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GROUP C
wilcox Road (Shier-Rings Road to wilcox realignment) has been
determined from a field survey and by Resource International's
report that alligator cracking is ranked low to medium severity.
As per the report, edge cracking, due to construction traffic has
been intensified.
~ The following are recommended repairs:,
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A. 1-1/2 inches Item 404 surface course and 60% coverage of 3/4"
thick Item 403 scratch course.
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B. Reinforced fabric the entire length and width.
C. 30% coverage crack sealing.
D. Full-depth pavement repair as required.
E. Rebuild shoulder with same design characteristics as the
pavement surface.
Total Estimate for Group C - $128,750
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GROUP D
The following streets, from a visual survey, are indicated to be
rated low to medium severity. These streets will require 1-1/4"
thick Item 404 surface course, 25% to 45% coverage of 3/4" thick
Item 403 "scratch course and 25% to 40% crack seal. This is a
group of streets we were to include in the maintenance program to
prevent further damage to the pavement if funds were available.
..- Also concrete curb and gutter replacement, sidewalk replacement and
bike path replacement will be included in the following cost
estimate:
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Muirkirk Drive . . ' . . . . . . . . . . . . . . . . . . . 24,100
stratton Lane . . . . . . . . . . . . . . . . . . . . . . . 4,700
Laidon Court . . . . . . . . . . . . . . . . . . . . . . . 6,075
Carnoustie Drive (Muirfield to Locherbie) . . . . . . . . . 3,100
Locherbie Court . . . . . . . . . . . . . . . . . . . . . 11,000
Moray Court . . . . . . . . . . . . . . . . . . . . . . . . 5,075
Brandonway Drive (Brand Rd. to Haverhill) . . . . . . . . 19,800
Literary Lane . . . . . . . . . . . . . . . . . . . . . . . 9,300
pilar Court . . . . . . . . . . . . . . . . . . . . . . . . 5,675
Tuttle Crossing Blvd. (Hirth Rd. to Wilcox Rd.) . . . . . 15,725
Martin Road . . . . . . . . . . . . . . . . . . . . . . . 41,500
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Muirfield Drive (Tara Hill to Valley stream) . . . . . . 36.750
- Total Estimate for Group D - $182,800
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GROUP E
This group is additional or miscellaneous type work for the 1994
program:
1. Ditch enclosure n. of Glick Rd at Din Eidyn Drive . . $8,900
2. Concrete sidewalk, north side Tuller Road . . . . . . 48,500
"'" 3 . Unknown locations, at this time, of
partial depth pavement replacement will
be a contingent pay item in the bid
-- schedule . . . . . . . . . . . . . . . . . . . . . . 20,000
4. Known locations partial depth pavement
replacement not included in
Group A, B, C or D . . . . . . . . . . . . . . . . . 50,000
5. New concrete curb and gutter (6 locations) . . . . . 30,000
6. Replacement concrete curb and gutter (71 locations)
and sidewalk replacement (6 locations) concrete gutter
replacement (19 locations) not included in Group A, B C
or D . . . . . . . . . . . . . . . . . . . . . . . . 51,900
7. storm system "s" curve Bright Road . . . . . . . . . 15,750
8 . Add left turn lane on Muirfield Drive
at Avery Road . . . . . . . . . . . . . . . . . . . . 13,400
9. Sidewalk for Graetre's Ice Cream,
located west side of Frantz Road . . . . . . . . . . . 9,000
.,., 10. Heat weld existing pavements when previous
asphalt overlays terminates at an existing
surface. This will improve the driveing
- transition from old to new pavements.
7 locations on Brand Road, west of Coffman Rd.
Also 4 locations on Muirfield Drive at
Tara Hill and Sells Mill Drive . . . . . . . . . . . . 4,275
NOTE: The 1994 program will include this operation
at terminus of new overlay at all existing
pavements.
Total Estimate for Group E - $251,725
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GROUP F
Tuttle Road between Dublin Road and Frantz Road has 8' wide lanes
that should be increased to 11' lanes. This portion of Tuttle Road
is in the vicinity of Thomas Elementary School and Llewellyn Farms
Park.
The work will require 3' widening each side using 6" aggregate base
Item 304, 3" bituminous aggregate base Item 301, 3" asphalt 404, 8"
-" aggregate drains, ditch improvements and seeding with mulching Item
623.
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Total estimate for Tuttle Road Group F $125,000
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GROUP G - Parks and Recreation Improvements and Maintenance
Sidewalks
Lowell Trace Subdivision along the south side
of Tulleymore, from existing sidewalk east to
bike path. 382 linear feet.
Wexford Woods on north side of Wexford Woods
Drive from Tulleymore East to existing
sidewalk. 215 linear feet
p" Brandon subdivision, south side of Brandonway
Drive along parkland (across from Windwood)
existing sidewalk to bike path. 447 linear feet . . $20,000
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Parkinq Lot Resurface
South end of Avery Park, resurface roughly 99,000
square feet . . . . . . . . . . . . . . . . . . . . $40,000
Bike Path Repairs
Brandon subdivision from Brand Road to
Wellston Court, 580' (overlay), 8' width
Llewellyn Farms/Cramer Creek, 380' of 6'
width behind 5656 Frantz Road (overlay) .
Monterey Park, 60' of 6' width over
bridge (overlay) . . . . . . . . . . . . . . . . . . . 8,500
Asphalt Paths - new
Scioto Park from pedestrian bridge to
fishing pier. 275 linear feet
- Coffman Park 4' width from path to the west
shelter-house, and to restrooms. 250 linear feet
- South Innovation Drive, connect bike paths.
800 linear feet
Handicap ramp off of west side of parking lot
at Monterey Park to existing path. 40 linear feet
North West Assembly of God on Avery Road
Kate Brown Drive to existing bike path in
Brandon. 380 linear feet
Heather Glen Boulevard from bike path to
playground in the park. 120 linear feet . . . . . . 14,200
Total estimate for Group G $82,700
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Group A* - Muirfield Drive & Woodlane Avenue . . . . . $665,500
Group B* - streets with medium to above
medium severity rating . . . . . . . . . . . . 138,835
Group C - wilcox Road . . . . . . . . . . . . . . . . . . 128,750
Group D - streets with low to medium
severity rating . . . . . . .' . . . . . . . . . 182,800
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Group E* - Miscellaneous work . . . . . . . . . . . . . . 251,725
- Group F - Tuttle Road Widening . . . . . . . . . . . . . 125,000
1994 street Maintenance Program $1,492,610
Group G - Parks and Recreation Improvements
and Maintenance . . . . . . . . . . . . . . . . 82,700
TOTAL 1994 WORK 1,575,310
*Group A,B, & E TOTAL 1,056,060
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