1. Resolution 5330 - Construction Agreement - Improvements to US Highway 2REPORT TO: Mayor and City Council
FROM: James C. Hansz, P.E., (Director of Public works
SUBJECT: Construction Agreement Federal Aid Project No. SFCP 1-2(145)122
MEETING DATE: 15 December 2008
BACKGROUND: MDT plans to perform pavement maintenance consisting of asphalt overlay, seal and
cover, guardrail, and pavement markings on US 2 from Seventh Street east a distance of approximately
1.5 miles. The work is entirely funded with Federal and State dollars and there is no cost to the City.
Public works and the City Attorney have reviewed the agreement and found it to be satisfactory
in all respects.
RECOMMENDATION: Approve MDT/City Construction Agreement for Federal Aid Project No.
SFCP 1-2(145)122
ACTION REQUESTED: AT CITY COUNCIL MEETING OF NOVEMBER 17 -- MOTION TO
APPROVE CONSTRUCTION AGREEMENT FOR. FEDERAL ADD PROJECT No. SFCP 1-
2(145)122
FISCAL EFFECTS: None
ALTERNATIVES: As suggested by the City Council
Respectfully submitted,
James C�ansz, P.E.
Director of Public works 1 City E
Attachment: Construction Agreement
eMV ebb
Interim City Manager
2011"Avenue East, P.0. Box 1997, Kalispell, MT 59903 Phone (406) 758- 7720 — Fax (406) 758- 7831
ww w. kalispell,com
RESOLUTION NO.5330
A RESOLUTION AUTHORIZING THE MAYOR OF KALISPELL TO EXECUTE THE
CONSTRUCTION AGREEMENT OF FEDERAL AID PROJECT NO. SFCP 1-2(145)122
WITH THE STATE OF MONTA.NA, ACTING BY AND THROUGH THE
DEPARTMENT OF TRANSPORTATION.
WHEREAS, the State of Montana proposes to construct and/or reconstruct certain highway
improvements in and through the City, the construction being known as Federal
Aid Project No. SFCP 1-2(145)122; and
WHEREAS, the construction will consist of asphalt overlay, seal and cover, guardrail, and
pavement markings on US Highway 2 from Seventh Street East a distance of
approximately 1.5 miles, and
WHEREAS, the State of Montana desires to receive Federal funds to construct the highway
improvements; and
WHEREAS, the Federal Highway Administration of the U.S. Department of Transportation
will not participate in the construction until and unless the City agrees to certain
conditions.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
KALISPELL AS FOLLOWS:
SECTION I. It is hereby resolved by the City Council of the City of Kalispell that the
Construction Agreement of Federal Aid Project No. SFCP 1-2(145)122
with the State of Montana, acting by and through the Department of
Transportation, is adopted by this Council; and the Mayor of Kalispell is
hereby empowered and authorized to execute said Agreement.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF KALISPELL THIS
15TH DAY OF DECEMBER, 2008.
Pamela B. Kennedy
Mayor
ATTEST:
Theresa White
City Clerk
Q:CP-STD: 20.DOC
Rev. 9/25/08
6203000 KALISPELL EAST
CONSTRUCTION AGREEMENT
STATE -MAINTAINED ROUTE
THIS AGREEMENT is made and entered into by and between the State of Montana, acting by
and through its Department of Transportation, hereinafter called the State, and the City of
Kalispell, a Montana municipal corporation, hereinafter called the City.
WITNESSETH THAT:
I. WHEREAS, the State proposes to construct and/or reconstruct a certain highway in and
through the City, the construction being known as Federal Aid Project No. SFCP 1-2(145)1 22,
and
WHEREAS, the construction will be over and upon US Highway 2, and
WHEREAS, the State desires to receive Federal funds to construct the highway, and
WHEREAS, in accordance with the State's agreement with the Federal Highway
Administration (FHWA) of the U. S. Department of Transportation, the State must ensure that
certain requirements are met in order for the State to fulfill its obligations to the FHWA and for
the project to be eligible for federal funds. Accordingly, the State includes federal requirements,
which are among those hereinafter set forth, for this project, and the City agrees to therm, and
WHEREAS, this document must be duly executed and on record with the State and
FHWA before the work contemplated can be awarded to contract, and
WHEREAS, the City hereby concurs in the designation of the highway which was
designated under Section 00-2-110, MCA, and
WHEREAS, the City desires to have the construction done, the City deeming it to be a
valuable and beneficial consideration,
il. NOW, THEREFORE, for and in consideration of the premises and of the agreement
herein contained, the parties agree as follows:
(1) The City agrees to conform in all regards to Chapter 8 of Title 61, MCA, and will
not take any action, by enacting an ordinance or otherwise, in contradiction of the traffic laws in
Chapter 8 of Title 61, MCA, with specific reference, but not limited to, the following matters:
(a) Installing any signs, signals, or markings not in conformance with the
Standards approved by the FHWA pursuant to 23 USC §1 09(d).
(b) Establishing a speed limit less than twenty-five (25) miles per hour in any
urban district on the highway.
(c) Establishing a speed limit of less than thirty-five (35) miles per hour
outside an urban district on the highway. The City will modify or alter such established speed
limits on the highway after a traffic and engineering investigation is made at the request of the
State.
Q:CP-STD:120.DOC
Rev. 9/25/08
(d) Erecting any markings, sign, signal or traffic control device that will give
preference to local routes which intersect with the highway and no sign, signal or traffic control
device will be erected or constructed, nor shall the establishment or modification of any speed
zone, parking regulation or traffic marking which will affect traffic on the highway be made
without express written permission of the State, and then only after proper traffic and
engineering study indicates that such markings, sign, signal or traffic control device is required.
(e) Erecting any lighting on the highway without express written permission of
the State, and then only after proper traffic and engineering study indicates that such lighting
devices are required. The plans for such lighting installation shall be approved by the State
before erection.
(f) Not requiring the stopping of all traffic at all intersecting streets, alleys and
driveways before entering the highway. Where the City considers that such traffic control
creates a hazardous situation, it will request a traffic and engineering study by the State. The
State, after the study, may authorize express written modifications in the traffic control devices
as may be in the public interest from a safety and convenience standpoint.
(g) Prohibiting parallel parking on the highway; and
(h) Allowing stopping, standing or parking of a vehicle in a place prohibited
by §61-8-354, MCA.
(i) For lighting projects inside of incorporated municipalities, the cost of
operation and maintenance of the lighting shall be paid by the State; however, where an existing
lighting district, which is paid for by a city, town or special improvement district, is replaced or
upgraded, the city, town or special improvement district shall continue paying the amount of the
previous payments toward the cost of operation and maintenance of the new or revised lighting
system. If and when the cost of energy or maintenance is raised by the utility company, the city,
town or special improvement district shall pay their proportionate share of the rate increase.
(2) The State, after a traffic and engineering investigation of any speed zone,
parking regulation or traffic control device, may require the City to modify or remove such
existing speed zone, parking regulation or traffic control device upon the highway.
(3) In addition to the specific signs, signals and traffic control devices which may be
shown on the plans, further restrictions as to parking, stopping and speed limits are set forth in
the attached drawing labeled "Exhibit A," that exhibit being part of this agreement.
(4) The State will retain the authority and responsibility for issuing approach and
encroachment permits onto, upon or over right-of-way of the highway by anyone.
(5) Should the City incorporate beyond the present city limits, and such newly
annexed area include portions of this Federal Aid Project not now within the city limits, then this
agreement, by reference herein, will also apply to the newly annexed area.
(6) The City has reviewed and approved the plans.
(7) The City will continue to enforce the ordinances, laws and/or regulations
necessary and essential for the operation of the improvements as planned.
(8) All signs required to enforce City ordinances shall be maintained by the City.
F5
Q:CP-STD: 2o.DOC
Rev. 9/25/98
(9) The City will continue adequate engineering capabilities to ensure that a
continuing traffic engineering function is carried out on the project.
Ill. During the performance of this Agreement, the City, for itself, its assignees and
successors in interest, agrees as follows:
A) COMPLIANCE WITH TITLE VI OF THE CIVIL RIGHTS ACT OF 1964 FOR
FEDERAL -AID CONTRACTS
(1) Compliance with Regulations: The City shall comply with all Regulations
relative to nondiscrimination in Federally -assisted programs of the Department of
Transportation, 49 Code of Federal Regulations, Part 21, as they may be amended (hereafter
referred to as the Regulations), which are incorporated by reference and made a part of this
Agreement, even if only state funding is here involved.
(2) Nondiscrimination: The City, with regard to the work performed by it
during the Agreement, shall not discriminate on the grounds of sex, race, color, or national
origin in the selection and retention of subcontractors, including procurement of materials and
leases of equipment. The City shall not participate either directly or indirectly in the
discrimination prohibited by 49 CFR §21.5.
(3) Solicitations for Subcontracts Including- Procurements of Materials and
Equipment: In all solicitations, whether by competitive bidding or negotiation by the City for
work to be performed under a subcontract, including procurements of materials or leases of
equipment, any potential subcontractor or supplier shall be notified by the City of the City's
obligations under this Agreement and the Regulations relative to nondiscrimination.
(4) information and Reports: City will provide all reports and information
required by the Regulations, or directives issued pursuant thereto, and permit access to its
books, records, accounts, other sources of information and its facilities as may be determined
by Department or the Federal Highway Administration (FHWA) to be pertinent to ascertain
compliance with Regulations or directives. Where any information required of the City is in the
exclusive possession of another who fails or refuses to furnish this information, the City shall so
certify to the Department or the FHWA as requested, setting forth what efforts it has made to
obtain the information.
(5) Sanctions for Noncompliance: In the event of the City's noncompliance
with the nondiscrimination provisions of this Agreement, Department may impose sanctions as it
or the FHWA determines appropriate, including, but not limited to,
City complies, and/or
whole or in part.
(a) withholding payments to the City under the Agreement until the
(b) cancellation, termination or suspension of the Agreement, in
3
Q:CP-STD: 1 20. Doc
Rev. 9/25/08
(6) Incorporation of Provisions: city will include the provisions of paragraphs
(1) through (6) in every subcontract, including procurement of materials and leases of
equipment, unless exempt by the Regulations or directives issued pursuant thereto. City will
take such action with respect to any subcontract or procurement as the Department or the
FHWA may direct to enforce such provisions including sanctions for noncompliance: Provided,
however, that in the event City is sued or is threatened with litigation by a subcontractor or
supplier as a result of such direction, the city may request the Department to enter into the
litigation to protect the interests of the State, and, in addition, the city or the State may request
the united States to enter into such litigation to protect the interests of the United States,
B) COMPLIANCE WITH THE MONTANA GOVERNMENTAL CODE OF FAIR
PRACTICES, §49-3-207, MCA
n accordance with Section 49-3-207, MCA, city agrees that for this Agreement all hiring will be
made on the basis of merit and qualifications and that there will be no discrimination on the
basis of race, color, religion, creed, political ideas, sex, age, marital status, physical or mental
disability, or national origin by the persons performing the Agreement.
C) COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT (ADA)
(1) City will comply with all regulations relative to implementation of the
AMERICANS WITH DISABILITIES ACT.
(2) city will incorporate or communicate the intent of the following statement
in all publications, announcements, video recordings, course offerings or other program outputs:
"City will provide reasonable accommodations for any known disability that may interfere with a
person in participating in any service, program or activity offered by the city. In the case of
documents, recordings or verbal presentations, alternative accessible formats will be provided.
For further information call the City."
(3) All video recordings produced and created under contract and/or
agreement will be closed -captioned.
D) COMPLIANCE WITH PARTICIPATION BY DISADVANTAGED BUSINESS
ENTERPRISES IN DEPARTMENT OF TRANSPORTATION FINANCIAL ASSISTANCE
PROGRAMS, 49 CFR PART 26
Each Agreement the Department signs with a City (and each subcontract the prime contractor
signs with a subcontractor) must include the following assurance:
"The city, subrecipient or subcontractor shall not discriminate on the basis of race, color,
national origin, or sex in the performance of this contract. The city shall carry out
applicable requirements of 49 CFR Part 26 in the award and administration of DOT -
assisted contracts. Failure by the city to carry out these requirements is a material
breach of this contract, which may result in the termination of this contract or such other
remedy as the recipient deems appropriate.
N
Q:cP-STD:120.DOC
Rev. 9/25/08
IN WITNESS WHEREOF, the Department's authorized representative has signed on behalf of
the State of Montana, and the Mayor of the City of Kalispell, on behalf of the city, has signed
and affixed hereto the seal of the City.
STATE OF MONTANA, DEPARTMENT OF TRANSPORTATION
go
Administrator -Engineering Division
i
(:2A!ffGd ntent
ATTEST:
City Clerk
I
CITY OF KALISPELL
1A
Mayor
, Clerk of the City of Kalispell, hereby certify that this
agreement was regularly adopted by the City Council at a meeting held on the day of
on behalf of the council.
, 2008; and that the council authorized the Mayor to sign this agreement
(Signature)
k"
" EXHIBIT A"
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STATE AID PROJECT SFCP 1-2(145)122
PLANT MIX SURFACING OVERLAY
KALISPELL EAST LETTiNG DA7E
SURFACING SOURCES
F THEAD COUNTY CONTRACTOR FURNISHED
LENGTH 1.4 miles
NO SCALL
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TO WHITEFISH TO COLUMBIA FALLS
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ROAD PLANS
TITLE SHEET
TABLE OF CONTENTS
NOTES
LINEAR DATA
TYPICAL SECTIONS
SUMMARIES
SURFACING
ADDITIONAL SURFACING
COLD MILLING
PAVEMENT MARKINGS
GUARDRAIL
BRIDGE DECK TREATMENT
11-- ].. V:v i�&
Owl 1
SH .ET N❑.
i
2
2
2
3-5
6
6
6
6
7
7
DETAILS
INT MILL DTL 58+90. 0 & 0+ 14. 5 8
MEDIAN DIMENSIONS 9
GUARDRAIL 9
BASIS OF PLAN QUANTITIES
(OUANTITIES FOR ESTIMATING PURPOSES ONLY )
COMP. AGGREGATE WEIGHT : 3700 LB5 per cubic YARD
COMP. WEIGHT OF PL. MIX BIT. SURF. : 3855 LOS per cubic YARD
HYDRATED LIME : 1. 4% OF PL. L41X 81T. SURF.
COVER = 25 LBS per square YD.
BITUMINOUS MATERIAL = 8.50 LBS per GAL
ASPHALT CEMENT - GRADE 0 = 6.0% OF PL, MIX SIT. SURF.
SEAL : 0.40 GAL . Per Square YARD
FOG SEAL = 0.05 GAL per square YARD IUNDILUTEOI
TACK (ASPHALT SURFACES) : 0.025 GAL per square YARD (UNDILUTED I
TACK (ALL OTHER SURFACES) -- O.050 GAL per square YARD (UNDILUTED)
TEMPORARY EROSION AND SEDIMENT CONTROL
iF SITUATIONS ARE OBSERVED DURING CONSTRUCTION THAT MAY POTENTIALLY IMPACT WATER OUALITY. INCLUDING
1YETLANO AREAS. UTILIZE BEST MANAGEMENT PRACTICES (8MP ) A1401OR TEMPORARY EROSION CONTROL MEASURES AS
NECESSARY TO PROTECT THE RESOURCE.
REFER TO SECTION 208 OF THE MOT DETAILED DRAW114CS FOR EROSION :.NO SEDIMENT CONTROL BEST MANAGEIaEIAT
PRACTICES.
INSTALL TEMPr)RARY EROSION CONTROL, MEASURES AS DEEMED NECESSARY BY THE ENGINEER. PAYMENT TO BE
DETERMINED USING THE EROSION AND SEDIMIENT CONTROL RATE SCHEDULE AND PAID UNDER MISCELLANEOUS WORK.
AS-BUILTS
FOR HORIZONTAL ALIGNMENT AND STATIONING, REFER TO THE FOLLOWING 'AS -BUILT' PROJECTS.
F-FG 25T1181 (ORIGINAL CONSTRUCTION - 1967)
F 1-2(24)121 (OVERLAY - 19571
5. 7 (6 ) (ORIGINAL CONSTRUCT ION - 19621
RTF 1-2(87)122 (OVERLAY - 19971
UT IL IT I E S
CALL THE UTILITIES UNDERGROUND LOCATION CENTER (I-BOO-424-5555) OR OTHER
NOTIFICATION SYSTEM FOR THE MARKING AND LOCATION OF ALL LINES AND SERVICES
BEFORE EXCAVATING. ALL CLEARANCES OR DEPTHS PROVIDED FOR UTIL ITiES ARE
FROM THE EXISTING GROUND LINE.
LENGTH OF ROADWAY
LENGTH OF BRIDGE
TOTAL LENGTH OF SFCP 1-2045022
..... . I ..... v "Imm
4 LANE URBAN 7,628.30 FT
4 LANE URBAN 182.00 FT
7,810.30 FT
w�f�vacw��o��avwrsurvrvul- KALISPELL - EAST
SFCP I-2(145)t22 11}�1YTAAiA f]EPAR7',uEArr 111132008 RrwVttwvVE€x 8r
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... ► PN 6203000 SHEEN' 2 OF 3
TYPICAL SECTION NO, 1
29+70. Q TO 35+65. 5
35+65. 5
36+ 1 5. 5 BK 36+ I S. 3 AH EGIUAT iON
TO 36+ 15. 3 TRANS. TYP. NO. I TO TYP. NO. 2
SEAL & COVER _..__..._. _ ...... _.SEAL & COVER
23.5' 23.5'.� _
FOG SEAL�____�__ FOG SEAL -
F
5' �' �' 12' 12' �.i 51 2'-r._}'..: rt.._....._. _......_....._....12�... __ 121
�SDWK, TRAVEL LANE TRAVEL LANE ' E4EEDIAI�! _ _.._, ___....____ .._.._.._..._.sk
€ I I TRAVEL LANE TRAVEL LANE SDWK,
i
I � �
0.25' 0.25'._.-�' I _
0.25' 0.25►s�*' I
�O,Z' PLANT MIX SURFACING j 0.2' PLANT MIX SURFACING--J ' #
0.2' COLD MILL a S
j 0.2' COLD MILL _- f
- 23.5' MILL & FfLL F f
I
�. INSIDE MEDIAN CURB DETAIL"'GROWN OR SUPER AS CONSTRUCTED _ -� CROWN OR SUPER AS CONSTRUCTED
1 1.5'
� p
�• EXISTING 0.15'
OVERLAY
EXTEND SEAL & COVER TO
•�...�_ FACE OF INSIDE CURB,
❑UANT T lE S
AGGREGATE
BITUMINOUS MATERIAL
UNIT
UNIT
COLD
COVER
PLANT
SEAL
FOG
MILLINGS
L41X
SE AL
AREA square feet
9.40
Square yards PER STATION
6€1
522
522
cubic yards PER STATION
34.8
tons PER STATION
1.04
tans PER STATION
67.1
gallons PER STATION
26
square yards PER STATION 1
611
TYPICAL SECTION NO. 2
36+ 1 5. 3 TO 39:5O. 0
39+50.0 TO 41+89.4 TRANS. TYP. NO. 2 TO TYP. NO. 3
_ 26-3'_ 27.5'
SEAL & COVER SEAL. & COVER
0.4'
0.4'
FOG SEAL_ _ ....._.. t
I
SH- L�. \ FOG 51AL I
1'_ 2'. _ 2' __. _._ �' Z' 5' • _. __ ._. _ 1 �_._.._._._.. __.__._
5DWlt. TRAVEL LANE TRAVEL LANE J MEDIAN TRAVEL. LANE f TRAVEL LANE SDWK.0-1
I
-0.25' f L
0.2' Pf..ANT MIX SURFACING j 1
U.Z' COLD MILL I
23.5' MILL & FILL
i
CROWN OR SUPER AS CONSTRUCTED
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►�?� a.25 0.25'-��.-
0.2' PLANT MIX SURFACING--
? 02COLD MILL
MILL & FILL- k [
CROWN OR SUPER AS CONSTRUCTED
❑UANTITES
AGGRE...
BITUMINOUS MATERIALNOTE.
UNIT
.......GATE
SEE TYPICAL SECTION NO.1 FOR INSIDE MEDIAN CURB DETAIL.
COVER PLANT
UNIT
FOG
SEAL
MILLI GS
MIX
SE AL
AREA square feet
9.40
square yards PER STATION
598 522
522
cubic yards PER STATION
34.8
tons PER STATION
1.02
tons PER STATION
67.1
gallons PER STATIO14
26
square Yards PER STATION 1
598
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UPN 6203000 SHEET 3 OF 9
TYPICAL SECTION NO, 3
SEAL & COVER
� I
jam- __.... _.._....... ....._________•--•__-_ FOG SEAL _..___._._....-..._._....,...,�.�
_ �2'±3.5'' A
SDWK,
8' 12' _ 1 2'
SHLD. TRAVEL LANs: TRAVEL LANE
__ 1' . _ 15,
__ _,f_._ .# r_ _.. _ __..___....-- MEDIANN'---._.. _......_._.......
IT
k � k
E
0.2' PLANT MIX SURFACING
'
0.2' COLD MILL
3.5' MILL
CROWN OR SUPER AS CONSTRUCTED
4I+89.4 TO 43+56.0
43+56. 0
53+10. 7 8K 52+83. 8 AH EOUATION
TO 52+83.8 TRANS. TYP. NO. 3 TO TYP, NO. 4
--------- ........ _.... _. _...__....._ ...__.__.. _ ._ ....__. ___..._-. 34.5'
SEAL &COVER
FOG SEAL
TRAVEL LANE TRAVEL LANE SHLD, SDWK
I
f T {
0.25' t 0.25' - . 4 I
I 0.2' PLANT MIX SURFACING----J ?
i 0.2' COLD MILL
235MILL. & FILL
._._......---.......... _ .___-- CROWN OR SUPER AS-COt�STRUGTED__-----
QUANTITIES
AGGREGATE
BITUMINOUS MATERIAL
UNIT
UNIT
COLD
COVER
PLANT
SEAL
FOG
MILL€NCS
MIX
SEAL
AREA square feet
9.40
square yards PER STATION
767
522
522
cubic yards PER STATION
34.8
tgr-ts PER STATIO14
€.30
tons PER STATION
67.1
gallons PER STATION
26
square ords PER STATION
767
TY ICAL SECTION NO. 4
SEAL & COVER
_ 3 5'
F
FOG SEAL m-�l
i
5' _ 2' 7' .. _ 12' 12' 1--27- _ _........_
SDWK._ SHLD. TRAVEL LANE TRAVEL LANE �- _ __._...__.._.----.. __ __�__... MEDIAN
II
1 '
0.25' 0.25'
0.2' PLANT MIX SURFACING
_._ ._. ._ 0.2' COLD MILL !
23.5' MILL & FILL I
CROWN OR SUPER AS CONSTRUCTED
QUANTITIES
NOTE: SEE TYPICAL SECTION NO. 1 FOR INSIDE MEDIAN CURB DETAIL.
52+83. 8
64+99. 9 6x 65+ 19. 5 AH EOUAT ION
TO 76+20.0
76+20.0 TO 78+52.3 BE TRANS. TYP. t4O. 4 TO TYP. NO. 5
82+50. 0
105+55. 5 BK 1 05+50, 4 AH EQUATION
33.5' TO 1 06+ 16. 3
i SEAL & COVER
FOG SEAL
I
I TRAVEL LANE i TRAVEL LANE SHLD. ; SDWK
l I
T r
0.2' PLANT MIX SURFACING-- i
0.2' COLD MILL - _ s
23.5' MILL & FILL._-.____
CROVYN OR SUPER A5 CONSTRUCTED
AGGREGATE BITUMINOUS MATERIAL NOTE: SEE TYPICAL SECTION NO. 1 FOR INSIDE MEDIAN CURB DETAIL.
UNIT
UN IT COLD
COVER PLANT SE: AL FOG MILLINGS
MIX SEAL
9.40 square yards PER STATION 744 522 522
AREA square feet
cubic yards PER STATION
34.8 tons PER STATION 1.26
tons PER STATION
67.1 gallons PER STATION 26
Square arils PER STATION'
744
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KALISPELL - EAST SFCP € -2(145)122
14.7p•t7 AAA �.t iiQi
LiPN 6ao3ciol� SNI;E T 4 OF 9
SUMMARY
SURFACING
STATION
linear feet
FOR
AGGREGATE
BITUMINOUS MATERIAL
REMARKS
TYP. NO. 1
_... _
TRANS. TYP. NO. 1 TO TYP. NO. 2
GROSS
595.5_
NET
595.5
+
square yards
tans
tons
gals
COVER
TYPE 2
3,639
302
2,002
..__ 1,634 _
] 278
COMMERCIAL
PLANT MIX
PG 70-28
400
34
225
SEAL
RS- 2P
6.2
FOG SEAL
SS-1
155
_
_ __.._
FROM
29+700
TO
35+65.5
mm m
35+65.5
W
w_
36+15.5
36+15.3
0.2
EQUATION
36+15.3
49.8
W __-
50.0
0.5
13
_
TYP. NO. 2
34
87
36+15.3
39+50.0
334.7
334.7
39+50.0
41+89A
_
239.4
239.4
_ ._. _.... _
161
112
_...._ __2.$_-
2.2
62 ._...._
__. 43 _
TRANS. TYP. NO. 2 TO TYP NO, 3
TYP. NO, 3
41+89.4
43+56.0
166.6
166.6
__. _
43+56.0
_ _..___..._
53+10.7
52+83.8
26.9
EQUATION
7,213
641
TRANS. TYP NO. 3 TO TYP.- NO. 4
52+83.8
927.8
954.7
12.2
248
17,236 _
1 554
64+99.9
65+19.5
19.6
29.2
_
602
____�.._�____�.._
_ __.
,.._
76+20,0
2 336.2
2 316.6
TYP. NO. 4
__
7fi+20A
78+52.3
232.3
232.3
1,599
156
2,7
60
_ _
TRANS. TYP. NO.4 TO TYP. NO.5
78+52.3
80+34.3
182.0
182.0
BRIDGE
_--
_
_^
___
STILLWATER RIVER _
80+34.3
82+50.0
215.7
__
215.7
_
1,485
__--
145
2.5
55
-
TRANS. TYP. NO, 5 TO TYP. NO.4 _.._
EQUATION
17,6643
1.093
13,307
1,591
_
105+50.4
5.1
__...105+55.5
_
106+16.3
2366.3
_
2,371.4
_
29.9�
617
TYP.NO.4
TYP. NO. 6
106+16.3
0+14.5
EQUATION
--
0+14.5
1+65.9
151.4
151.4
130
1,712
16
22.6
50
ADDITIONAL SURFACING
TOTAL
7,791.7
7,628.3
32.2
201.E
68,431
6,$61
116.1
1 2,658
ADDITIONAL SURFACING (INCLUDED IN SURFACING FRAME)
STATION
linear feet
FOR
AGGREGATE
BITUMINOUS MATERIAL
REMARKS
GROSS
NET
-
square yards
tans
tons
gals
COVER
TYPE 2
COMMERCIAL
PLANT MIX
PG 70-28
SEAL
CRS- 2P
FOG SEAL.
SS-1
FROM
TO
43+50.0
_MEDIAN_OPENING _
MEDIAN OPENING ..._._..-_�r.....__....,.. __...
640
____494 -
557
_ .._.82. ..--
1.323
559
__..-_ 1,444 _
1,71
82
._..__W_fi3._.._._
72
_...107..._.__
170
72
1.1
32
..�.._ 48+95.Q ..-..
..�__
.._.�
._.._-- 0.8
09
25
_...
_.. _
---_...._....._.�........_
53+82.6
MEDIAN OPENING
MEDIAN OPENING - ____ .._ .._._ _.
28
58+90.0
.. _._ ._1 .4
2.2
_. _ 41
INCLUDES QUANTITIES FOR RT TURN LANE
58+90.0
69+70.0
RIGHT TURN LANE
MEDIAN OPENING
MEDIAN OPENING
MEDIAN OPENING
66
63+18.0
69+70.0
1.0
28
187
_ ..i4a ..__
25
72
75+40.0
1.9 ._
1.0
�.56__
2g
83+45.a
-- _
._.._
MEDIAN OPENING .�..___ �.. _.
579�
_...--74
4
89+70.0
_.
_
MEDIAN OPENING _ ....__. .__�.__
_._ 712
m _.._ _..._.._
92
_._..._
1.2�
36
95+00.0
MEDIAN OPENING
1 q49
135
1 6
52
101+45.0
MEDIAN OPENING _ _
1 541
198
2.6
77
0+14.5
MEDIAN OPENING
2,468
317
4.2
123
SUBTOTAL
13,307
1 1.712
22.6
665
PAVEMENT MARKINGS
ITEM
UNIT
INTERIM
APPLICA-
TION'
FINAL
APPLICA-
TION
TOTAL
STRIPING WHITE PAINT
gallon
203
203
WORDS & SYMBOLS - WHITE PAINT
al€on
58
58
YELLOW PAINT _
a�j 1IOF1
fit
61
WORDS & SYMBOLS - YELLOW PAINT
gallon
_ 7
_
_ 7
� gallon-
135
� 135
WORDS & SYMBOLSWHI _ - TE EPDXY
allon
_._.
38
38
YELLOW EPDXY
40
40
WORDS & SYMBOLS - YELLOW EPDXY
___gallon
allon
5
5�
CURB MARKING - YELLOW EPDXY
alion
299
299
TEMPORARY PAVEMENT MARKINGS
mile
----------------- -
5.8
'INTERIM QUANTITIES BASED ON TWO APPLICATIONS,
COLD MILLING
STATION
square yards
REMARKS
COLD
MILLING
FROM
TO
0.2 ft
29+7D.0
1+65.9
40,039
MAINLINE
13,307
MEDIAN OPENINGS
TOTAL
53,346
0300ORE]PVP001
OF rRAMSPORTArJON „�,�rzncaa
Nor ring yams with prides i, i4 ta Al4i
KALISPELL - EAST
51~ CP 1- 2 I 1 45 1 1 22
LIPN 6203000 1 SHEET 6 OF 9
MOHTANA "AARTIIEHT ...uag
pF TRA#SPQRT AT 10N 71 313l2008
anr►ipp you with prirfn - _ - 11,'MAJ; AIR
GUARDRAIL
STATION
linear
feet
each
REMOVE GUARDRAIL
METAL GUARDRAIL
OPTIONAL TERMINAL
-ION
BRIDGE APPROACH
REMARKS
SECS
SECTION TYPE 1
FROM TO
LEFT RIGHT
LEFT RIGHT
LEFT RIGHT
LEFT RIGHT
76+61.0 77+11.0
_
1
MEDIAN
77+11+0 77+48.5
37,5
37.5 _ _.
_ � .�._.
___ � __ _.._
_
MEDIAN
81+38.0 81+75.5
37.5
37.5
MEDIAN
81+75.5 82+25,5
--
_.. _...—.._.. _...._-_
._-----.._. _..._.._.
MEDIAN __ ...
SUBTOTAL
37.5 37.5
37.5 37.5
1 1
TOTAL
75.0
75.0
2
STATIONING APPROXIMATE
203000RDPVP001.
BRIDGE DECK TREATMENT
STATION
gallons
square yards
REMARKS
FURNISH
HMWM
TREATMENT
MATERIAL
BRIDGE.
DECK
TREATMENT
FROM
TO
78+44.5
8p+26.5
P00001122+03341
__..P00001122+03342 .._.__
78+60.0
60+42.0
_600.7
60.7
_674.5
674.5_ ....
TOTAL
1214
1.349,0
1AIIUNINLt ANFIRUXIMATE
KALISPELL - EAST
SFCP I - 2 (3 45) 122
UPN 6203000 1 SHEET 7 OF 9
W-0Tl��ii,
STA. 58+90.0
*NOTE:
INTERSECTION DETAIL INCLUDES MILLING FOR TYPICAL 4
STA. 55+90 TO 69+70 ADDITIONAL 12' MILLING WIDTH FOR EB RIGHT TURN LANE (ADDITIONAL SURFACING
INTERSECTION LASALLE RD
STA. 0+14.5
::Vr
Mlt� TO 0.5' OF EXISTING ISLAND Tm�
PE A MEDIAN -
o
►ipAf TANA ❑�'P�lRT11�NT
Adgn%backup%6203000R0PVP00tREVI�WEQ
GNED BY
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you witb pride aF r���vsPOfiTAT;ON
._-..
11 •ZO.SZ Am
EQ BY
INTERSECTION
MILLING DETAIL
58+90. O
O+1 4. 5
NO SCALE
SFCP E-2c145r122
SHEET 8 OF 9
...............--,.........--_...—._..--.........._.,,.__,.—........
----.....-....—._...—......_.--_.,..........--,.,...,...,.._..--.,....—
-------........,...,.....----_....-.._...---_,..
.,........,.--^ _ _.....--....._........----..........---........,..--....._..--_
3
* - - - ----- --------- -- ----
A_.____ .___. _ _ _ __.- _
_ __ _ _
__ K
B
R1
i
I
1
C
--
_- ___ D
H
INSIDE MEDIAN MEDIAN CURB MILLING DETAIL
(AUXILARY LANES, TAPERS, AND RADII)
2.5'
TBC OFFSET
a
�• o
`s 0.2' PLANT MIX SURFACING
MEDIAN I T CURB _ 0.2' COLD MILL
NOTE:
DO NOT DISTURB EXISTING MEDIAN CURB
MAINTAIN 2.5' OFFSET FROM TBC WHEN
MILLING MEDIAN AUXILARY LANES,TAPERS, AND RADII
NEW OPTIONAL NEW
TERMINAL SECTION GUARDRAIL
f
50.0 -'T37.5'
1 i-- 41---
37.5'
REMOVE
GUARDRAIL
MONTANA DEPARTMENT ...WgnWackup%6203000RDPVP00l.
OF TRANSPORTATION 11/1312008
serv(n9 you irrlh prrdo _. II-An•n-tA" ,.Irani
MEDIAN DIMENSIONS (ft)
CENTER
STATION
A
B
C
❑
E
F
G
H
I
J
K
R1
R2
50
50
20
80
102
0
200
15
20
_ 4
2
48+95.0
2Q
10
100
_ ..
50
30
80
50
30
100
12
25
4
`4
_ 53+82.8
58t90 0
_.....�.63t18.0
._
27
27
� �7_._
_
10
12
��_.�
100
100
50
50
3Q
80 m
50
_
30
100
12
27
4
4
30
80
50
30
100
12
27
4
4
. _ __.3aa..r
—_�..__-5Q
� 30 -
80
35
30
� 100
�.200
� 12
_ 27
_
___--__ 4
_
_. a
69+70.0 _
75+40.0 ..._
_ � 27._
m..._.._____ �_.__.
...._�_.. _
27
27
—_ 2 .._.
_ M_..__._.74 ......._.._..__
.._ _.___...
12
12
� _._._ 200 _
20Q ._
____..._.
10Q
50
0
1 Q0
150
0
_ ....._ 24
2..
� 2
2
__._..._.__.5�
...�.�.._______.� _.
��__
.�.�... 15-
0
2QQ..._
_�_ 24
_
__..�_.27 ._..
m.�.....__.�___
_.
_ _.2
83+45.0
89+70 0
_ _
50
_ W _
30
_ _ _
80
50
30
100
12
27
4
4
100
_. _ 200
5Q
30
80
150
30
100
12
_ 27
4
4
95+00.0
_-1 T
__� ._2a .....
...- 50
0
100
150
30
100
12
17
2
4
101 +45 -0 ___
_w. _ 7__.
_ .. �_ ...24___
_-._. 200
200
--- 0
80
200
30 W
250 _
12
15
2
4
Vi
NEW
GUARDRAIL
-� NEW OPTIONAL
TERMINAL SECTION
37.5' I 5Q.0'
f f� 4-- ! 1— *
37.5' i
REMOVE f
GUARDRAIL
EDIAN DIMENSIONS
NO SCALE
GUARDRAIL
NO SCALE
KALISPELL - EAST SFCP 1-211451122
UPN 6203000 SHEET 9 OF 9