HomeMy WebLinkAbout2015-150 Council ResolutionCITY OF LINO LAKES
RESOLUTION NO. 15-150
APPROVING THE JOINT POWERS AGREEMENT WITH ANOKA COUNTY
FOR THE ROUNDABOUT CONSTRUCTION PROJECT AT THE
INTERSECTION OF COUNTY STATE AID HIGHWAY 12 (109TH AVE.
NE/APOLLO DR.) AND COUNTY ROAD 53 (SUNSET AVE.)
WHEREAS, the parties to this agreement agree it is in the best interest of the traveling
public to construct a roundabout at the intersection of County State Aid Highway
(CSAH) 12 (109th Ave. NE / Apollo Drive) and County Road (CR) 53 (Sunset Ave.);
and
WHEREAS, said parties mutually agree that the intersection of CSAH 12 and CR 53 is
in need of improvement; and
WHEREAS, the County has prepared preliminary design plans for the construction of a
roundabout at the intersection of CSAH 12 and CR 53 in accordance with Anoka County
and the Minnesota Department of Transportation standards to a staff -approved layout
condition; and
WHEREAS, Anoka County has jurisdiction over CSAH 12 and CR 53; and
WHEREAS, the parties agree that it is in their best interest that the cost of the
roundabout project be shared; and
WHEREAS, Minn. Stat. § 471.59 authorizes political subdivisions of the state to enter
into joint powers agreements for the joint exercise of powers common to each.
WHEREAS, the City of Lino Lakes and Anoka County desire to enter into a Joint
Powers Agreement for the Roundabout Construction Project at the Intersection of County
State Aid Highway 12 (109th Ave. NE / Apollo Drive) and County Road 53 (Sunset
Ave.).
NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino
Lakes approves the Joint Powers Agreement with Anoka County for the Roundabout
Construction Project at the Intersection of County State Aid Highway 12 (109th Ave. NE
/ Apollo Drive) and County Road 53 (Sunset Ave.).
Adopted by the Council of the City of Lino Lakes this 14th day of December, 2015.
The motion for the adoption of the foregoing resolution was introduced by Council
Member Kusterman
and was duly seconded by Council Member R op s e r
upon vote being taken thereon, the following voted in favor thereof:
Kusterman, Roeser, Stoesz, Rafferty, Reinert
and
The following voted against same:
none
ATTEST:
WIPP
• i , nne Bartell,
CITY COUNCIL
AGENDA ITEM 6A
STAFF ORIGINATOR: Diane Hankee, City Engineer
MEETING DATE: December 14, 2015
TOPIC: Consider Resolution No. 15-150 Approving the Joint Powers
Agreement with Anoka County for the Roundabout Construction
Project at the Intersection of County State Aid Highway 12
(109th Ave. NE / Apollo Drive) and County Road 53 (Sunset
Ave.)
VOTE REQUIRED: 3/5 Vote Required
INTRODUCTION
Staff is requesting approval of the Joint Powers Agreement (JPA) between the City of Lino
Lakes and Anoka County for the Roundabout Construction Project at the Intersection of County
State Aid Highway 12 (109th Ave. NE / Apollo Drive) and County Road 53 (Sunset Ave.).
BACKGROUND
Anoka County is planning improvements to the intersection of County State Aid Highway 12
(109th Ave. NE / Apollo Drive) and County Road 53 (Sunset Ave.) in 2016. The
improvements include the construction of a roundabout, storm water quality improvements and
appurtenant work. The overall project cost is estimated to be $1,300,000.
The improvement project requires the execution of a Joint Powers Agreement between the City
and County, which is attached. The City's financial responsibility for the project is for lighting,
bituminous/concrete walks and storm water from local drainage for a total estimated amount of
$80,000. Funding for the project will be through the City's Municipal State Aid (MSA)
account and the City's surface water management fund, for drainage costs that may not be
eligible for MSA funding.
RECOMMENDATION
Staff is recommending adoption of Resolution No. 15-150 approving the Joint Powers
Agreement with Anoka County for the Roundabout Construction Project at the intersection of
County State Aid Highway 12 (109th Ave. NE / Apollo Drive) and County Road 53 (Sunset
Ave.).
ATTACHMENTS
1. Resolution 15-150
2. Joint Powers Agreement
3. Layout
Anoka County Contract No. C0004687
JOINT POWERS AGREEMENT
FOR THE ROUNDABOUT CONSTRUCTION PROJECT
AT THE INTERSECTION OF
COUNTY STATE AID HIGHWAY 12 (109TH AVE. NE/APOLLO DR.) AND
COUNTY ROAD 53 (SUNSET AVE.)
IN THE CITIES OF LINO LAKES, MN AND BLAINE, MN
(ANOKA COUNTY SP 002-612-013)
(CITY OF LINO LAKES SAP ***-***-***)
THIS AGREEMENT is made and entered into this 14th day of December, 2015 by and between
the County of Anoka, a political subdivision of the State of Minnesota, 2100 Third Avenue, Anoka,
Minnesota 55303, hereinafter referred to as "County", and the City of Lino Lakes, 600 Town Center
Parkway, Lino Lakes, MN 55014, hereinafter referred to as "City."
WITNESSETH
WHEREAS, the parties to this agreement agree it is in the best interest of the traveling public to
construct a roundabout at the intersection of County State Aid Highway (CSAH) 12 (109th Ave. NE /
Apollo Drive) and County Road (CR) 53 (Sunset Ave.); and
WHEREAS, said parties mutually agree that the intersection of CSAH 12 and CR 53 is in need
of improvement; and
WHEREAS, the County has prepared preliminary design plans for the construction of a
roundabout at the intersection of CSAH 12 and CR 53 in accordance with Anoka County and the
Minnesota Department of Transportation standards to a staff -approved layout condition; and
WHEREAS, Anoka County has jurisdiction over CSAH 12 and CR 53; and
WHEREAS, the parties agree that it is in their best interest that the cost of the roundabout project
be shared; and
WHEREAS, Minn. Stat. § 471.59 authorizes political subdivisions of the state to enter into joint
powers agreements for the joint exercise of powers common to each.
NOW, THEREFORE, IT IS MUTUALLY STIPULATED AND AGREED:
I. PURPOSE
The parties have joined together for the purpose of constructing a roundabout at the intersection
of CSAH 12 and CR 53 as described in the preliminary design plans. The County project number for the
reconstruction is SP 002-612-013. Said engineering plans are filed in the office of the Anoka County
Highway Department and incorporated herein by reference.
The parties to this Joint Powers Agreement (JPA) agree in principle that construction of County State
\'" Aid Project No. 002-612-013 roundabout is in the best interest of the traveling public and that the
Preliminary Layout as shown in Exhibit "A" defines the preliminary design of the Project.
1
It is agreed that the Exhibit "A" Layout dated November 30, 2015 has been reviewed and accepted by
_ the parties and is suitable for preparation of final construction documents. Any significant changes
made hereafter to the design as presented in the Exhibit "A" Layout will require approval by the parties
as an amendment to this JPA. These same changes will require a change in the cost share to include any
additional design engineering costs that may occur.
II. METHOD
The County shall construct Anoka County Project SP 002-612-013, in conformance with
proposed engineering plans and specifications.
IMPROVEMENTS
It is agreed by the parties that in 2016 the intersection of CSAH 12 and CR 53 will be reconstructed into
a single lane roundabout. The roadways will have a concrete median and bituminous walk to the extent
shown in "Exhibit A." Improvements include but are not limited to: roadway widening, roundabout
construction, lighting, turn lanes, shoulders, curb and gutter, and bituminous walk. The costs of these
improvements have been estimated for this agreement and will be finalized after bids have been
received. These costs will be shared by the County and the City, but only as provided in this agreement.
RIGHT OF WAY:
The parties agree that the County will acquire all necessary right-of-way and easements for the Project.
It is agreed by the parties that all necessary right of way and easements will be in legal possession of the
`,,, County prior to acceptance of bids for the Project. Any City -owned property or easements required for
the construction will be conveyed to the County at no cost. The County will work with the City to
facilitate any transfer of City -owned property or easements necessary to complete the Project.
DRAINAGE:
The City shall pay for a percentage of actual cost of the storm sewer system. The City portion of the
cost is based on contributing flow through the storm sewer system determined by the product of
contributing area and runoff coefficient for the project area.
BITUMINOUS WALK:
The parties agree that the construction of the bituminous sidewalk around the roundabout is a City cost
per the Exhibit C "Cost Sharing Agreement." This walk location has been agreed to by the City. If this
location changes in the future, the additional costs associated with this change will be the responsibility
of the City.
The parties understand that the cost for the bituminous walk includes: bituminous surfacing, aggregate
base, excavation (including muck excavation), borrow material (granular and topsoil), and turf
establishment. The parties agree that the County will pay for the design of the walk and any removal
items, with the exception of soils, required to construct the bituminous walk.
2
L
TRAFFIC CONTROL:
The parties understand and agree that the portions of CSAH 12 and CR 53 will be closed to thru traffic
during construction. The parties agree and understand the cost share for traffic control for the city shall
be a prorated share based on the City project cost divided by the total project cost.
DRIVEWAYS:
The parties agree that all driveways affected by the Project will be reconstructed in kind at 100% project
cost with the cost of any upgrades requested by the City, including concrete aprons, to be the sole
responsibility of the City.
LANDSCAPING/STREETSCAPING:
The parties agree that if the City wishes to include landscaping or streetscape features in the project, they
shall be designed in accordance with Anoka County Highway Department Landscape/Streetscape
Guidelines. The City shall supply the signed plan sheets and specifications for the proposed
landscape/streetscape. The total cost of the design as well as the construction cost above standard
median/roundabout cost will be at the expense of the City. All construction documents must be
submitted to the County by December 15, 2015. After construction and the expiration of any
maintenance bond, ongoing maintenance of any landscaping or streetscaping will be the sole
responsibility of the City.
LIGHTING:
The parties agree that the roundabout intersection lighting costs will be shared per the standard County
cost share for traffic signals, with the City paying for 25 % of the roundabout lighting. If the City would
like additional lighting on the Project, this would be 100% City cost. Lighting will be installed in
accordance with the City lighting ordinance and will contain LED fixtures wherever possible and
provided such lighting is within the budget for the Project.
UTILITIES:
The parties agree that the Exhibit "A" Layout does not include specific proposed utility locations and
that the City does not have any public sewer or water lines in the vicinity of the Project. Therefore, the
City will not be responsible for any costs related to utilities.
PERMITS:
The parties agree that the County will secure all necessary permits for this Project, including any permits
required by the City. The City agrees to coordinate with the County in securing any permits required by
the Rice Creek Watershed District (RCWD), city permits, as well as any other permits that may be
required. The County also requests that the City inform the County of any ordinances or city regulations
that affect construction at the time of the signing of this JPA. (e.g. setbacks, tree clearing ordinances, or
any other city ordinances.)
3
COSTS
The contract costs of the work, or if the work is not contracted, the cost of all labor, materials,
normal engineering costs and equipment rental required to complete the work, shall constitute the actual
"construction costs" and shall be so referred to herein. "Estimated costs" are good faith projections of
the costs that will be incurred for this project. Actual costs will vary and those will be the costs for
which the relevant parties will be responsible.
The estimated construction cost of the total project is $1,123,197.02.
The total estimated construction cost to the City is $79,676.73
The City participation in construction engineering will be at a rate of eight percent (8%) of their
designated construction share of $79,676.73. The estimated cost to the City for construction
engineering is $6,374.14. In summary, the total City share of this project is $86,050.87 (includes
construction and construction engineering costs).
Upon award of the contract, the City shall pay to the County, upon written demand by the
County, ninety five percent (95%) of its portion of the cost of the project estimated at $81,748.33. Prior
to billing, this estimate will be updated by the County to reflect the actual bid prices as awarded. An
updated cost estimate shall be provided to the City at the time of billing. The City's share of the cost of
the project shall include only construction and construction engineering expense and does not include
engineering design and administrative expenses incurred by the County.
Upon final completion of the project, the City's share of the construction cost will be based upon
actual construction costs. If necessary, adjustments to the initial ninety five percent (95%) charged to
the city will be made in the form of credit or additional charges to the City's share. Also, the remaining
five percent (5%) of the City's portion of the construction costs shall be paid.
IV. TERM
This Agreement shall continue until terminated as provided hereinafter, but in no case shall this
Agreement extend beyond one year after completion of the Project.
V. DISBURSEMENT OF FUNDS
All funds disbursed by the County or City pursuant to this Agreement shall be disbursed by each
entity pursuant to the method provided by law.
VI. CONTRACTS AND PURCHASES
All contracts let and purchases made pursuant to this Agreement shall be made by the County in
conformance to the State laws.
VII. STRICT ACCOUNTABILITY
A strict accounting shall be made of all funds and report of all receipts shall be made upon
request by either party. Prior to City payment to the County, the County shall provide the City a copy
of all cost participation documents submitted to MnDOT State Aid to assist the City in their application
for MSA funding.
4
VIII. TERMINATION
This Agreement may be terminated by either party at any time, with or without cause, upon not
less than thirty (30) days written notice delivered by mail or in person to the other party. If notice is
delivered by mail, it shall be deemed to be received two days after mailing. Such termination shall not
be effective with respect to any solicitation of bids or any purchases of services or goods which occurred
prior to such notice of termination. The City shall pay its pro rata share of costs which the County
incurred prior to such notice of termination.
IX. MAINTENANCE
A. Maintenance of the completed storm sewer (except catch basins and catch basin leads) and
detention basins (including ponds and their outlet structures and grit chambers/collectors) shall
be the sole obligation of the City.
B. Maintenance of the bituminous walks shall be the responsibility of the City. The City shall be
responsible for general routine maintenance, such as, sweeping, clearing, plowing, trash
removal and other incidental items and shall be responsible for long-term maintenance, such as
bituminous overlays, crack sealing and replacement. The City may choose, in it's sole
discretion, whether to plow any sidewalks.
C. Maintenance of streetlights and cost of electrical power to the streetlights shall be the sole
obligation of the City.
X. NOTICE
For purposes of delivery of any notices herein, the notice shall be effective if delivered to the
County Administrator of Anoka County, 2100 Third Avenue, Anoka, Minnesota 55303, on behalf of the
County, and to the City Administrator of the City of Lino Lakes, 600 Town Center Parkway, Lino
Lakes, MN 55014, on the behalf of the City.
XI. INDEMNIFICATION
To the extent allowed by law, the City and County mutually agree to indemnify and hold
harmless each other from any claims, losses, costs, expenses or damages resulting from the acts or
omissions of the respective officers, agents, or employees relating to activities conducted by either party
under this Agreement, except any claims, losses, costs, expenses or damages resulting from the other
party's negligence or willful misconduct.
5
XII. ENTIRE AGREEMENT REQUIREMENT OF WRITING
It is understood and agreed that the entire agreement of the parties is contained herein and that
this Agreement supersedes all oral agreements and all negotiations between the parties relating to the
subject matter thereof, as well as any previous agreement presently in effect between the parties to the
subject matter thereof. Any alterations, variations, or modifications of the provisions of this Agreement
shall be valid only when they have been reduced to writing and duly signed by the parties.
IN WITNESS WHEREOF, the parties to this Agreement have hereunto set their hands on the
dates written below.
COUNTY OF ANOKA CITY OF LINO LAKES
By: By:
Rhonda Sivarajah, Chair Jeff Reinert
Board of Commissioners Mayor
Dated: Dated:
ATTEST
By: By:
Jerry Soma Jeff Karlson
County Administrator City Administrator
Dated: Dated:
RECOMMENDED FOR APPROVAL
By:
Douglas W. Fischer, P.E.
County Engineer
Dated:
APPROVED AS TO FORM
By:
Dan Klint
Assistant County Attorney
Dated:
6
EXHIBIT "C"
COST-SHARING AGREEMENT
FOR PROJECTS CONSTRUCTED IN ANOKA COUNTY
USING COUNTY STATE AID FUNDS OR LOCAL TAX LEVY DOLLARS
ITEMS
COUNTY SHARE CITY SHARE
Concrete Curb & Gutter 50% 50%
Concrete Curb & Gutter for Median Construction 100% 0%
Concrete Median 100% 0*1
Concrete Sidewalk 0% 100%
Concrete Sidewalk Replacement 100% 0%
Bikeways 0% 100%
Bikeway Replacement 100%, 0%
Unless existing trail not placed at edge of RAN
Construction or Adjustment of Local Utilities 0% 100%
Grading, Base and Bituminous 100% 0%
Storm Sewer based on state aid letter*2 based on state aid letter*2
Driveway Upgrades 100%, in-kind 100%, of up -grades
Traffic Signals, new & replacements (communities larger than 5,000) '/2 the cost of it's the cost of its legs of
w/ State Aid approved SJR legs of the intersection the intersection plus '/2
the cost of the County legs
of the intersection
Traffic Signals, new & replacements (communities less than 5,000) 100% 0%
w/ State Aid approved SJR
Traffic Signal, w/o State Aid approved SJR 0% 100%
EVP 0% 100%
Engineering Services *3 *3
Right -of -Way 100%4 0%
Street Lights 0% 100%
Noise Walls 100%'5 0%*5
*1 The County pays for 100% of Standard Median Design such as plain concrete. If a local unit of government requests decorative
median such as brick, stamped concrete, or landscaping, the local unit will pay the additional cost above the cost of standard
median.
*2 In the event no State Aid is being used, or in the event the state aid letter does not determine cost split percentages, drainage cost
shares will be computed by the proportion of contributing flow outside the County right of way to the total contributing flow.
*3 Engineering shall be paid by the Lead Agency except that any participating agency will pay construction engineering in the amount
of 8% of the construction costs paid by that agency.
*4 In the event that the Township or City requests purchase of right-of-way in excess of those right-of-ways required by County
construction, the Township or City participates to the extent an agreement can be reached in these properties. For instance, a
Township or City may request a sidewalk be constructed alongside a County roadway which would require additional right-of-way, in
which case the Township or City may pay for that portion of the right-of-way. Acquisition of right-of-way for new alignments shall be
the responsibility of the Township or City in which the alignment is located. This provision may be waived by agreement with the
County Board if the roadway replaces an existing alignment and the local unit of government takes jurisdiction of that existing
alignment. In addition, any costs, including right-of-way costs, incurred by the County because a Township or City did not acquire
sufficient right-of-way during the platting process or redevelopment process as requested by the County shall be paid by the
Township or City.
*5 If previously notified, the City shall be responsible for future noise wall maintenance. Notification includes any letter to the agency
indicating that noise will potentially be an issue in the future, likely received during the Plat Review Process. The County shall pay
100% of Standard Noise Wall Cost. If a local agency requests decorative noise walls, then the requesting agency will pay the
additional cost above the cost of standard noise wall. Furthermore, should an agency request a noise wall to be built where not
required by the applicable federal or state standard, the entire cost of the wall shall be borne by the requesting agency.
7
EXHIBIT B - ENGINEERS ESTIMATE - 08/27/2015
P:002 -612-130o umen5s\Road & Bridge Design \ estimate \02-612-13_SEQxIs
10/28/2015
STATE AID FUNDS
ITEM DESCRIPTION
UNIT
TOTAL PROJECT
OUANTn1E6
ESTEEATED
ESTIMATE
ANOKA COUNTY
002.131113
EST ors ROADWAY
pKA Co.,
3-01J
mss
65304.00
CITY OF BLAINE
-ROADWAY
Esr OM
CRY OF SIAM
msT
$ 3456..
CITY OF LINO
LAKESXX.L-XXX
ROADWAY
EST OTYS
.5
CITY OF LINO LAKES
0045
5 3.240.00
Unit Cost
Total
MOBILIZATIONL
FIELD OFFICE TYPE D
UMP SUM
EACH
612000.00
81202300
006
97200
512000.00
907
S
$ 10884.00
5576.00
$
045
$ 54060
CLEARING
ACRE
]
5400.0
8608000
s
-
$
$ -
$ -
CLEARING
GRUBBING
GRUBBING
TREE
ACRE
TREE
6
2
79
885.00
8320.00
56500
59.86000
$4%4.00
.1350
116
2
79
$ 96030
$4 8. 00
S 5 135 03
-
5 -
5
REMOVEPIPECULVE'
LIN FT
160
8120
819200
10
81 920 00
$ 2.3100
5
REMOVESEWERPIPE(STORM)
REMOVE BITUMINOUS PAVEMENT
SAWN° BIT PAVEMENT (FULL DEP.)
LIN ET
SO YD
1.
90.
130
$150
82605
823100
254380
84020
154
905
132
.4.0
8
8 -
8
REMOVE SIGN TYPE C
EACH
5260
$ 8320
S 1035150-
-
$ -
SU0000 EXCAVATION
BGRADEEXCAVATIg00VA
CU00
601
$150
55.50
.320
S103515.0
51914550
8
-
CHANNEL
FNNEIANDPONDEXCAVATION(EV1
ERM
CU 20
GALLONS
9000
5100
529.0
590 OM LP
551300
20
8
580.0
AGGREGATE BASE (CV)CLASS 5
CU20
258
5300
5773907
- -
5 -
S
$ -
5 -
BASE62616
GGREGATE(C/)CLA.5
SHOULDERING CLASS
W
CU
WYD
2
11
524 0
$1 .
00
$52616 0
5005778
209
$ 6
$ 64057.78
LL BITUMINOUS SURFACE (2 01
SO VD
4286
51400
5141460
1286
$ 141460
5
5
CONCRETE ENT70.
INTEGRANT CURB DESIGN.
SO YD
LIN FT
432
282
55350
51650
5231120
54.6530
432
282
23112.0
$ 4653.0
$
-
O'DOWEL BAR
EACH
8130
5.20.0
3305
42.0
8 -
NO 4 REIN- TIE BAR (EPDXY COATED)
BITUMINOUS MATERIAL FOR TAO( COAT
TYPE SP 95 WEARING COURSE MIX(2B)
EACH
GALLON
150
1231
263
56 00
. 0
5850
5900.01
53693.92
52233723
1 231
8 90.0
3
5 601.9]
8 9350
145
5
1232500
10
8
S 9.180.0
TYPE .125 WEARING COURSE M.(0 E)TON
11]5
568.0
52252160
3312
22521660
$
S
TYPE SP 15 NON WEAR COURSE MIX PI 01
2
CS PIPE CULVERT
TON
LIN FT
96536.0
$630
8740250
.5280
1175
98
7
$
$ 3 528 00
$$
8 -
15'CSSAFETY APR 8GRATE DES 3120
EACH
5530.0
8212.00
21200
8
8
5RC PIPEAPRON
. RC PIPE APRON
15' RC PIPE SEWER CLASS V
EACH
EACH
5
1
666
$630 0
5780 00
520
50. 0
5]0.0
5279.02
5
39
649.36
$ 5 3
S 30400
$ 272]304
5
5 -
61
1695
80
5 5
7198
21' RC PIPE SEWER CLASS III
LIN FT
131
$54.0
5]00.]4
14.05
8
$ -
5
9705
$ 5240.75
$ 12
(NAGE STRUCTURE DESIGN H
QST. DRAINAGE STRUCTURE DES 48402
CAS605
TING ASSEMBLY
LIN FT
LW FT
EACH
55
23
83100
530.0
56750
.00
523,850.60
5155250
4199
1934
$
5 18,03 65
$ 1305459
5 -
S
1348
356
5 5796.03
$ 2 4750
RANDOM RIPRAP CLASS III
CU YD
20
81 194.0
5
FIL1ER
GEOTEXTLEFILTER TYPE IV(MWISO
4" CONCRETE WALK
CU VD
SOFT
2
216
6.7
51100
1700
53.20
5.10
98. 0
56056
528 113
2
216
6857
90
5 .0
$ 690.56
S 28 113 70
$ -
S
5
S
6' CONCRETE WALK
SO F7
2187
51350
52952450
712
8 9,612 OD
629
S 049150
S
846114210
$ $ -
CONCRETE CURB 8 GUTTER DESIGN SPECIAL
CONCRETE CURB 8GUTTER DESIGN B018(MOD)
L. FT
L. Ft
2352
5230
51750
582340
541 160
358
2352E
5 8234.0
41 160 00
-
1085025
590
S 1090575
CONCRETE CURB 8 GUTTER DESIGN .24
TRUNCATED DOMES
AL BOX SUPPORT
LM FT
SOFT
EACH2
2365
40.9
51050
8350
$130.0
543 752
5142600
52600
1189
2
8 21996 50
5
200
587
192
$ 67200
216
5 7,560 00
-
LI BOX SUPPORT
EACH
2
580.0
60 0 51
2
8
S
4
S 0 0
8
400
8 8NDATION
LIGHTING UNIT TYPE SPECIAL
LIGHT DESIGN E
2' NON-METALLIC CONDUIT
EACH
EACH
LIN FT
16
16
230
$2100
5750 00
56.70
53300.0
51200.0
515410.0
8
1.
81
5 6000
7 705.0
0
.5$
$ 300.0
3852.50
0
75
$3,000 00
$ 3 052.0
UNDERGROUND WIRE 1 GOND NO
LIN FT
$080
579200
4950
5
210.0
2475
25
$ 90.0
% 1
2475
81,980 03
S 1,050 0
SERVICE CABINET TYPE Lt
SERVICE EOUIPMENT
EACH
1
5200
51200
84.20.0
51200
50
S 6000
25
S 300
25
$ 300
EQUIPMENT PADS
EACH
51000.0
51600.0
50
500 CO20
50
S 250.0
5 1000
25
50
S 2500
$ 1,00300
HAND HWE2
RAISE GUARDRAIL
TRAFFIC CONTROL SUPERVISOR
LIK
LUMP SUM
160
8200.0
$120
$5700
$4.00.0
819200
55 700
1.0
1605
200.0
1920
8 51.90
008
8
S 2730
O.
$
S 256.50
TRAFFIC CONTROL (STAGE I)
LUMP SUM
56000
5600.0
907
85 442 00
54420
048
2.00
0 $ 288
045$
045
2700
S 27000
TRAFFIC CONTROL (STAGE 2)
TRAFFIC CONTROL (STAGE 3)
SUM
MP SUM
5600 .0
56000
5600.0
56,000
907.
$
.048
$ 2880
8 288.0
045
045
5 2700
5 2700
TRAFFIC OONTROL(STAGE 41
DETOUR SIGNING ( CSAR 121
DETOUR SIGNING( CR 531LU
MP SUM
LUMP SUM
MP SUM
560.0
0
54000
5000.0
86 OM 00
54.0
907
907
E 54420
$
$ 3620.0
5 36280
.048
008
192 0
$ 1920
045
045
518000
S 180 00
SIGN PANELS TYPE C
SO FT
53250
10
53131 37806 .75
31 37875
8
5
SILT FENCE TYPE MS
DRAIN6
IO
STORM INLET PROTECTION
LIN Fi3
279
820
5150.0
5100
50500
3259
2
E 518 00
5 4050.0
-
-
8
S
SEDIMENT CONTROL LW TYPE WOOD FIBER
CULVERTENDCONTROLS
LIN FT
EACH
64
5.3.0
51590
51920
5600.0
192 00
600
-
FERTILIZER TYPE 3
POUND
150
51 50
5225 71
150
$ 22571
S
$
SEEDING
SEED MIXTURE 25-121
SEED MMTURE33261
ACRE
POUND
POUND
1.
2
5880 03
5350
5200
82206.91
553543
539610
153
20
8 220.91
$ 53543
5 396.10MSEED
-
5 -
E
IXTURE 35.221
POUND
19
5220
$426.20
19
426 20S
S
5 -
E
MULCH MATERIAL TYPE 3
DSKANCHORING
EROSION CONTROL BLANKETS CATEGORY
TON
ACRE
SO YD
3046
$7600
8220
52 40
5547080
5792.
5]309.87
7
85 478 80
792.
8 73087
-
-
8 -
8
$
RAPID, STABILIZATIONMETHOD 3
MGAL
22
5500
S9732 0
22
8 9.732.0
5 -
$ -
4'SOLD LINE WHITE-EPDXY
4 - SOLID LINE YELLOW-EPDXY
LIN FT
3310
80.3]
.37
52 536.20
8122470
.60
33108
2 538 20
122070
BROKEN LINE YELLOWEEPDXY
LIN FT/20
50.37
50440
120
$
5 161250
-
4'DOUBLE SOLID LINE YELLOW-EPDXY
PAVEMENT MARKING SP00103ECIAL
LIN ET
SOFT
210
624
50.75
5160
51 612 50
$99840
2150
624
5 99640
$ -
$
BASE BIO TOTAL:
31,266,431.86
$ 1.423,187.4$2
$ 42046685
Y ' •79.67Cr
P:002 -612-130o umen5s\Road & Bridge Design \ estimate \02-612-13_SEQxIs
10/28/2015
PRELIMINARY DESIGN LAYOUT
650.
PROPOSED ROADWAY
4 PROPOSED CURB F. MEDIAN
PAVED SHOULDER
® SIDEWALK
INFILTRATION POND
MARVV ST
7381 LEONARD AV
82 LEONARD AVE
ARV STREET.
48 MARVY ST
11148 SUNSET AVE
INPLACE RIGHT OF WAY f
PROPOSED RIGHT OF WAY %`
----- PERMANENT EASEMENT
TEMPORARY EASEMENT
EXHIBIT A
11/30/2015
299 MEADOW CT
7287MEADOW CT• ,.
7281 MEADOW CT
7275 MEADOW CTS
APOLLO AVENUE CSAR 12
7300 HEATHER CT
]300 MEADOW CT 1 7299 HEATHER CT ¢ 1
- jVC.'
7291 MEADOW CT 7293 HEATHER CT
7288 MEADOW CT 7287 HEATHER CT
294 HEATHER CT
7280 MEADOW CT
7281 HEATHER CTK
7275 HEATHER CT
HEATHER C
274 MEADOW CT
1008 SUNSET AVE
69 HEATHER CT
68 MEADOW CT
7268 HEATHER C
7263 MEADOW CT
7256 MEADOW CT
7257 MEADOW CT
SPEED
LIMIT
45