1. Resolution 5632 - Utilities Agreement - Three Mile Drive2011" Avenue East, P.O. Box 1997,
- Kalispell, MT 59903-Phone (406) 758- 7720
www.kalispell.com
1Y<l,i"7'sl NA
To: Douglas Russell, City Manager DI
From: Susie Turner, P.E., Public Works Director
Re: Utility Agreement — Kalispell Bypass Project (KBP)-Three Mile Drive, Federal Aid Project No. NH
15(111)
Date: July 22, 2013
Council Meeting Date: August 5, 2013
The Montana Department of Transportation plans to construct and/or reconstruct Three Mile Drive as a
separate phased portion of the Kalispell Bypass Project. This project includes construction over and upon
parts of Three Mile Drive (Route U-6706), at the location interchange with the KBP. The proposed road
construction will require the City's water and sewer lines to be relocated. The relocations of the existing
utilities will be included in the State's Construction Contract for the Kalispell Three Mile Drive
construction portion.
The City's cost is proportioned as follows:
• 25% of the Total Construction Cost
0 8% for Traffic Control
• 8% for Mobilizations
• 9.12% for Indirect Cost
Public Works and the City Attorney have reviewed the agreement and have found it to be satisfactory.
RECOMMENDATION: Approve the Utility Agreement for Federal Aid Project No. NH 15 (111).
ACTION REQUESTED: Motion to approve the Utility Agreement for Federal Aid Project No. NH
15(111).
FISCAL EFFECTS: The City will have fiscal responsibility for utility relocations associated with this
project. The cost estimate and proportional breakouts are outlined in the attached table. The City of
Kalispell's estimated cost of $67,739.59 is identified in Exhibit A of the resolution. The City will pay the
State for the actual cost of work accomplished for the utilities relocation. FY 13/14 Budget allocated
sufficient water and sewer funds in line items 947- Hwy 93 N Bypass Utility Relocate (Three Mile Drive)
and 955- Main and Lift Station Upsize for the relocation construction.
ALTERNATIVES: As suggested by City Council
A RESOLUTION AUTHORIZING THE CITY MANAGER OF KALISPELL TO
EXECUTE UTILITIES AGREEMENT NO. NH 15(100) FOR KALISPELL BYPASS
PROJECT (KBP), THREE MILE DRIVE, FEDERAL AID PROJECT NO. NH -MT
15(111), WITH THE STATE OF MONTANA, ACTING BY AND THROUGH THE
DEPARTMENT OF TRANSPORTATION.
WHEREAS, the State of Montana proposes to construct/reconstruct a public highway as part of
the Kalispell Bypass Project (KBP), Three Mile Drive, Federal Aid Project No.
NH -MT 15(111), in Flathead County, State of Montana; and
WHEREAS, the public highway to be constructed/reconstructed is over and near the present
highway right-of-way known as Kalispell Bypass where certain water and
sanitary sewer facilities are in conflict with the construction of the public
highway; and
WHEREAS, the State of Montana and the City of Kalispell agree that it is necessary and in the
public interest of all parties that some of the existing utility facilities be adjusted,
repaired, replaced, and relocated; and
WHEREAS, the State of Montana seeks to enter into an agreement with the City of Kalispell to
reimburse the City of Kalispell for certain costs incurred with the relocation of
water mains, sewer mains, and appurtenant items in connection with the Kalispell
Bypass Project (KBP), Three Mile Drive, Federal Aid Project No. NH -MT
15(111).
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
Utilities Agreement No. NH 15(100), for the Kalispell Bypass Project
(KBP), Three Mile Drive, Federal Aid Project No. NH -MT 15(111), with
the State of Montana, acting by and through the Department of
Transportation, is approved; and the City Manager of Kalispell is hereby
empowered and authorized to execute said Agreement.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF KALISPELL THIS
5TH DAY OF AUGUST, 2013.
Tammi Fisher
Mayor
ATTEST:
Theresa White
STATE OF MONTANA
DEPARTMENT OF TRANSPORTATION
UTILITIES AGREEMENT
This Agreement is entered into this day of , 2013 between the State of
Montana, acting through its Department of Transportation, hereinafter called the "STATE", and
the City of Kalispell, owner of the utility, hereinafter called the "OWNER".
WITNESSETH:
WHEREAS, the STATE proposes to construct a public highway to be known as
NH 15(100) [2038002] in Flathead County, State of Montana, and designated as Highway
Project US 2 North - Kalispell (3 Mile Drive Portion), as shown on plans submitted to Owner,
and
WHEREAS, that public highway is to be constructed over and near the present highway
right-of-way known as Kalispell Bypass, where certain water and sanitary sewer facilities under
the jurisdiction of OWNER are in conflict with the construction of the public highway, as shown
by "Exhibit A", and
WHEREAS, STATE and OWNER agree that it is necessary and in the public interest of
all parties that some of the existing facilities be adjusted, repaired, replaced and relocated, and
WHEREAS, STATE and OWNER agree that the construction of the public highway and
all of the work, including adjustment, replacement, repair and relocation of certain existing
facilities, be included in the contract entered into by STATE and a private contractor, and that
the manner of performing the construction referred to in the Agreement is in the best interest of
the STATE and OWNER.
NOW THEREFORE, in consideration of the mutual obligations contained herein,
STATE and OWNER agree that:
STATE will let a project for the construction of the public highway, including the
work covered in this Agreement, as shown by "Exhibit A."
Pursuant to the authority granted to OWNER by the laws of Montana, OWNER
grants to STATE the authority to adjust, replace, repair and relocate those facilities under the
jurisdiction of OWNER which presently occupy part of the proposed right-of-way.
3. All construction preformed pursuant to this Agreement shall be done in
accordance with the then -current Standard Specifications for the Road and Bridge Construction,
Montana Public Works Standard Specifications, and the Plans, Specifications and Special
Provisions of the construction or improvements for the project prepared by OWNER, all of
which are by this reference incorporated and made a part of this Agreement.
4. The adjustments to the facilities referred to in this Agreement cover only that
segment of the water and sanitary sewer system of OWNER directly affected by the construction
of the highway and STATE and OWNER will determine which adjustments to facilities of
OWNER are necessary; and the STATE shall, in accordance with the plans, construct the most
economical type of facilities in the new location that will meet the same service requirements of
the old facilities in the old location.
5. The STATE will stake and inspect the installation of the new water line. The
STATE'S contractor will chlorinate and pressure test the new water line. The OWNER will pay
the STATE for the actual cost of work accomplished on the OWNER'S line based on contract
bid prices. An additional 8% will be applied to the billing of construction costs to cover the cost
of Traffic Control and an additional 8% to cover the cost of Mobilization.
Section 1.7-1-106. MCA, requires any state agency, including the STATE, that receives
non -general funds to identify and recover its indirect costs. These costs are in addition to direct
project costs. STATE'S indirect cost rate is determined annually as a percentage of the project's
direct costs to cover the project's share of STATE'S indirect costs as defined by 2 CFR Part 225
(formerly OMB Circular A-87). STATE'S current indirect cost rate is 9.12% for fiscal year
2014 (July 1, 2013 to June 30, 2014).
For this project, STATE billings to the OWNER will include a charge for the indirect
costs at the current fiscal year indirect cost rate, which amount will be applied toward the total
project contribution of the OWNER. [Note: If this project extends across more than one fiscal
year, more than one annual rate will be involved, as the rates may change during the life of the
proj ect.]
6. The total estimated cost of the adjustments at this time is $214,062.29.
Proportionate participation is: STATE $160,546.72 (75%); and OWNER $53,515.57 (25%), plus
$4,281.25 (8%) charge for Traffic Control and $4,281.25 (8%) for Mobilization, and an
additional $5,661.52 (9.12%) charge for Indirect Cost (IDC). The total estimated cost to
OWNER is $67,739.59. The total project costs are $228,286.31. Copies of cost estimate and
plans indicating facility adjustments are hereby attached as "Exhibit A" and made a part of this
Agreement. The STATE' S obligation under this Agreement shall be in accordance with all
applicable State and Federal laws in existence on the date of execution of this Agreement.
7. By state statute, STATE will not reimburse OWNER for engineering costs for
designing, location, staking, inspecting or any other incidental costs for engineering.
8. The adjustments agreed to in Item No. 6 above are based on the STATE paying
75% of relocation costs, excepting betterments, if any, where facilities occupy public road or
street rights -of -way. The OWNER will be billed in advance for its portion of the estimated total
costs of the project no more than sixty (60) days before bid opening. Although the anticipated
expenses will have been discussed with OWNER representatives before that time, the STATE
will provide a detailed breakdown of all estimated costs with the billing.
The OWNER will submit payment to the STATE within thirty (30) days of billing. The
STATE will not proceed further with the project's development if payment is not made within
(30) days of billing. If the federal government requires a reimbursement or return of any federal
funds because a project doesn't advance due to OWNER'S failure to make any scheduled
payment, the OWNER agrees that it will reimburse the STATE for those federal funds within
thirty (30) days of billing.
If, after initial payment is made, bid opening or contract award by the STATE is delayed
or postponed by 30 days or more, or canceled for any reason, the STATE agrees to immediately
refund OWNER'S initial payment upon the OWNER'S request. If the OWNER'S share of the
cost of the awarded project exceeds the amount paid by the OWNER, the OWNER will pay the
excess. The contact for billing, accounting and change order questions for the OWNER shall be:
City of Kalispell
Attn: Susie Turner
201 First Avenue East
PO Box 1997
Kalispell, MT 59903
Within six (6) months after the project has been finally accepted with the final costs
submitted, the STATE will submit a final statement to the OWNER. The final statement will
provide details of any expenses that may be identified as "miscellaneous". The final statement
will include a refund of unspent portions of the OWNER'S initial payment, payable to the
OWNER in an amount equaling the difference between that payment and the OWNER'S share
of the final costs. If the final statement exceeds the OWNER'S payments thus far, the OWNER
will remit to the STATE within thirty (30) days of the final statement the difference between
OWNER'S share of final costs and OWNER'S earlier payment. If payment is not made within
that thirty (30) day period, interest on the unpaid amount will accrue at the rate of 10% per year,
and continue to accrue until paid in full. If the OWNER is billed for additional funds, STATE
will not participate in any future funding agreements with the OWNER until full payment,
including interest, is received from the OWNER.
Payments to this project will be coordinated through the STATE'S Administration
Division (to be directed to MDT's Accounts Receivable Collections Technician and Accounting
N
Systems Operations Supervisor). Payments to this project will be provided to the above STATE
staff in the form of a check to be credited to this project.
9. The award of the contract including the highway construction and OWNER water
and sanitary sewer line relocation will be based on the successful bidder of the combined
contract, as determined and accepted by STATE.
10. OWNER agrees to cooperate fully with the STATE in all aspects of the work
contemplated by this Agreement.
11. OWNER acknowledges that it has reviewed the plans for the proposed
construction of the facilities covered by this Agreement.
12. STATE and OWNER agree that when the construction encompassed by this
Agreement is completed and accepted by STATE and concurred in by OWNER all responsibility
of STATE ceases.
13. Records of the OWNER pertaining to this project will be subject to inspection at
any time by representatives of the STATE, including the legislative auditor and fiscal analyst,
and the Federal Highway Administration. Project records must be retained for a period of not
less than three years from the date of final payment.
14. Inspection for all phases of work on OWNER'S facility will be provided by
OWNER. Contact, questions, or discussions about contractor work will be directed to the
STATE'S Project Manager. No direct contact shall occur between OWNER and Contractor.
15. This Agreement is subject to the terms and provisions of Title 23 Code of Federal
Regulations, Part 645, Subpart A and B, and subsequent amendments, Title 48 Code of Federal
Regulations in existence on the date of execution of this Agreement. The Code of Federal
Regulations are hereby incorporated in and made part of this Agreement by reference to the
extent that is applicable to this Agreement and not inconsistent therewith.
5
16. NONDISCRIMINATION
If the OWNER enters into a contract or agreement with a contractor to perform any of the
work which the OWNER is required to perform under the terms of this agreement, the OWNER,
for itself, its assigns, and successors in interest, agrees that it will not discriminate in the choice
of contractors and will include all the nondiscrimination provisions set forth in Exhibit `B"
attached hereto and made a part hereof, in any such contract or agreement.
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed the
day and year first above written.
It is understood that the OWNER is responsible for obtaining any permits required for
adjustment of its facility.
City of Kalispell
STATE OF MONTANA
DEPARTMENT OF TRANSPORTATION
Authorized Signature
Approved for Legal Content
MDT Legal Services
PI:sg
6
R0W\Forms\Ut1\904
Revised: 1 1 /2009
Summary of Costs
for
City of Kalispell
Water and Sanitary Sewer
Subject NH 15(100) VC
US 2 North - Kalispell (3 Mile Drive Portion)
Control No. 2038002
Item No.
Quantities
Description
Unit
Unit Cost
Total Unit Cost
Water Line Relocation
601-300-000
1
FIRE HYDRANT
EACH
$5,649.96
$5,649.96
603-606-156
281
PIPE - HDPE 400 MM
M
$235.00
$66,035.00
603-610-210
27
PIPE - PVC 200 MM WATER
M
$268.70
$7,254.90
603-610-350
194
PIPE - PVC 300 MM WATER
M
$227.51
$44,136.94
603-902-010
2
VALVE - GATE 200 MM W/BOX
EACH
$1,523.74
$3,047.48
603-903-010
5
VALVE - GATE 300 MM W/BOX
EACH
$2,370.88
$11,854.40
621-070-000
1
REMOVE FIRE HYDRANT
EACH
$554.33
$554.33
621-435-010
1
FLUSH HYDRANT
EACH
$4,000.00
$4,000.00
2
PIPELINE MARKER & TEST STATION
EACH
$60.00
$120.00
2
PIPELINE MARKER
1EACH
$50.00
$100.00
604-100-010
2
JAIR RELEASE MANHOLE
JEACH
1 $3,900.00
$7,800.00
Sub -Total
$150,553.01
Sanitary Sewer Relocation
603-606-151
238
PIPE - HDPE 200 MM
M
$185.00
$44,030.00
603-610-150
29
PIPE - PVC 150 MM SANITARY
M
$238.33
$6,911.57
603-806-030
1
CONNECT TO EXISTING MANHOLE
EACH
$1,258.09
$1,258.09
603-901-501
2
VALVE - GATE 150 MM W/BOX
EACH
$1,352.09
$2,704.18
2
PIPELINE MARKER & TEST STATION
EACH
$60.00
$120.00
2
PIPELINE MARKER
EACH
$50.00
$100.00
604-100-010
1
AIR RELEASE MANHOLE
EACH
$3,900.00
$3,900.00
604-190-000
1
MODIFYMANHOLE
EACH
$2,312.50
$2,312.50
Sub -Total
$61,336.34
Adjustments
621-050-000
2
REMOVE WATER VALVE BOX
EACH
$149.93
$299.86
621-412-000
1
JADJUST VALVE BOX
EACH
$394.54
$394.54
621-430-000
2
JADJUST MANHOLE
EACH
$739.27
$1,478.54
Sub -Total
$2,172.94
Tota 1 214, 062.29
STATE Cost Share (75%) $214,062.29 X.75 = $160,546.72
$160,546.72
STATE TOTAL COST
$160,546.72
Owner Cost Share (25%) $214,062.29 X .25 = $53,515.57
$53,515,57
Owner Mobilization (8%) $53,515.57 X .08 = $4,281,25
$4,281.25
Owner Traffic Control (8%) $53,515.57 X .08 = $4,281.25
$4,281.25
Owner Sub -Total $53,515.57 + $4,281.25 + $4,281.25 = $62,078.07
$62,078.07
IDC 9.12% $62,078.07 x 9.12% = $5,661.52
$5,661.52
OWNER TOTAL COST $62,078.07 + $5,661.52 = $67,739.59
$67,739.59
Total $228,286.31
"Exhibit:,
1
During the performance of this Agreement, City of Kalispell (hereafter in this Section "the
Party"), 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 Party shall comply with all Regulations
relative to nondiscrimination in Federally -assisted programs of the Department of
Transportation, 49 Code of Federal Regulations (CFR), 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 Party, 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 Party shall not participate either directly
or indirectly in the discrimination prohibited by 49 CFR Sec. 21.5.
(3) Solicitations for Subcontracts, Including Procurement of Materials and
Equipment: In all solicitations, whether by competitive bidding or negotiation by
the Party for work to be performed under a subcontract, including procurement of
materials or leases of equipment, any potential subcontractor or supplier shall be
notified by the Party of the Party's obligations under this Agreement and the
Regulations relative to nondiscrimination.
(4) Information and Reports: The Party 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 State or the Federal Highway Administration
(FHWA) to be pertinent to ascertain compliance with Regulations or directives.
Where any information required of the Party is in the exclusive possession of
another who fails or refuses to furnish this information, the Party 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 Party's noncompliance with the
nondiscrimination provisions of this Agreement, State may impose sanctions as it
or the FHWA determines appropriate, including, but not limited to,
(a) Withholding payments to the Party under the Agreement until the Party
complies, and/or
(b) Cancellation, termination or suspension of the Agreement, in whole or in
part.
(6) Incorporation of Provisions: The Party 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. The Party will take such action with respect to any subcontract
or procurement as the State or the FHWA may direct to enforce such provisions
including sanctions for noncompliance:
Page 1 of 2
Revised November 17, 2005
Provided, however, that in the event the Party is sued or is threatened with
litigation by a subcontractor or supplier as a result of such direction, the Party
may request the State to enter into the litigation. to protect the interests of the
State, and, in addition, the Party 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, SEC. 49-3-207, MCA
In accordance with Section 49-3-207, MCA, the Party 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) The Party will comply with all regulations relative to implementation of the
AMERICANS WITH DISABILITIES ACT.
(2) The Party will incorporate or communicate the intent of the following statement
in all publications, announcements, video recordings, course offerings or other
program outputs: "The Party 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 Party. In the case of documents,
recordings or verbal presentations, alternative accessible formats will be
provided. For further information call the Party."
(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 Party (and each subcontract the prime
contractor signs with a subcontractor) must include the following assurance:
The Party, subrecipient or subcontractor shall not discriminate on the basis of race,
color, national origin, or sex in the performance of this contract. The Party shall
carry out applicable requirements of 49 CFR Part 26 in the award and
administration of DOT -assisted contracts. Failure by the Party 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
Page 2 of 2
Revised November 17, 2005
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MONTANA NH -MT 15011) WS 7
DRILL 13 mm DIA HOLE RETURN
TONING WIRE TO INTERIOR OF VALVE BOX
--!'°
J CONCRETE THRUST BLOCK REMOVE VALVE BOX �
f MJ CAP
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M1?� CAST IRON, 3 PIECE SLIP VALVE BOX, PLANS FOR SIZE � NEW MAIN TO REMAIN IN SERVICE
(MARKED -WATER' OR "SEWER-) EXIST MAIN (SEE PLAN FOR SIZE AND MATERIAL)
(' TO BE ABANDONED �—
'
MUELLER SERIES A-2360 RESILIENT WEDGE MJ GATE
TONING WIRE _ _ ,`
TAPED TO PIPE ', \\ VALVE, WITH STANDARD SQ WRENCH NUT-
1.5 m (MAX) _ (SEE PLANS FOR SIZE) NEW DI TEE, OR LATERAL
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TRENCH WALL DI LONG SLEEVE
EXISTING PVC PIPE
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FOR SIZE
GATE VALVE MAIN PLUG PLAN
NOTES:
1. SEE DETAIL ON SHEET WS 10 FOR LAYOUT.
.- FLAP VALVE
90' - DI BEND
(FL)
(FL) �jr��
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!
j
E
2 m X 8 m X 300 mm
RIPRAP SPLASH PAD, CLASS 1 t
I`
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ELECTROFUSED THRUST RESTRAINTS
CENTERED AROUND PIPE
MANUFACTURERS
77
i
(PER
4 z
I
RECOMMENDATIONS)
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F..
(1 CUBIC METER
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WITH EXTENSIONSr
200 mm DI PIPE
-
GATE VALVE EXTENSION
ONE PIECE `
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WITH ROCK GUARD
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FOR SIZE)
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(SEE PLANS
PIPE
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I
, ��-
900 mm x 900 mm x 300 mm
400 mm x 200 mm
HDPETEE�
1 m
THRUST BLOCK CENTERED
_
AROUND RESTRAINTS
200 mm HDPE1.
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IPE TO BE TO BE FLAT
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GATE VALVE
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DETAILS
SCALE: NONE
EXIST WATER MAIN
SUE TOP OF PIPE
ELEV. = 919. 11
w
J
w w
w �
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0 �
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00 -0
M M
Mu Ow
Z ,2Z
924
923
922
921
920
919
918 EXISTING 300mm WATER MAIN
917
916
915
914
DETAIL_
THREE MILE DRIVE
WATER MAIN PLAN AND PROFILE
a-
0
0
11+ 17. 50, 26.78 m LT
POT 11+00.95 27.1 m LT NEW FIRE HYDRANT
SEE CONNECTION W
MAIN PLUG PLAN DETAIL #2
i
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- W4
10
Ln
THREE MILE DR I V E ` —STORY DRAIN CROSSING
n�
I S 86" 33' 011L S
4 / 85° 33` C8"' E
E ROW PI11+01.06 -
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w
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UTILITY CROSSINGS STATE I PROJE
II+94.57 UG TEL MONTANA NH-!
I1+96.02 450mm RCP STORM DRAIN
CSF-0.999470385
N
1l179. 81, 29. 23 m LT
REMOVE HYDRANT
1
STORM DRAIN CROSSING
PI = 12+24. 44
A =19' 43 q„ Ri
R =140 m
T =24. 33 m
L =48. 19 m
E =2. 10 m
iN 924
FINISHED GRAE
(DETOUR ROUTE) 923
922
921
920
919
918
917
916
9 15
9 14
150
WIz
QO
U
Ui�
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a
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922
921
920
919
918
917
916
915
914
913
912
DETAIL
{UTILITY CROSSINGS
13+42.48 750mm RCP STORM DRAIN
14+65.71 450mm RCP STORM DRAIN
14+<;5_Q7 Ptmm POLYETHYLENE LIG GAS
WATER MAIN PLAN AND PROFILE
'LT
=!73. 5 Q
i'
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r
THREE MILE DRIVE
oe
— STORM DRAIN tJ 0 �" PI 14+40.7
CROSSING ,1
l �
/ PI14+37.27
Pi = 12+24. 44 l T ;.
= 19� 43' 1 4° (RT )
- JI PT 14+21.74
R = 140 m PRC 12+48.29
CSF•0.999470385
0
Q
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c
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O 0
= 9 19. 85
Z Z
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DETAIL #3
STORM DRAIN
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T =[4. 3 m
Z
J
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-
----�,
(DETOUR ROUTE)
i
450 mm RCP
STORM DRAIN
\ \
/
100 mm INSULATION BOARD
300 mm SEPARATION, DEO VARIANCE
STA. I4112.4 TO 14f36.4
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150
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i
FINISHED GRADE
THREE MILE DRIVE
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+
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Op o{EW, PROVIDE ADDITIONAL FILL
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awwJ *Mo
f =o 450 mm MIN.
+ SEPARATI
PIPE BENDING
140 m RADIUS (MIN. 1
(TYP. )
PI��2�2'P,b`�
13100 f 50 14100
922
921
920
919
918
917
916
915
914
913
912
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DETAIL
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WATER MAIN CONNECTION DETAILS
300 mm - DI TEE —, — 300 mm DI EXISTING 200 mm PVC
(MJ) iLONG SLEEVE
— 300 mm GATE % (MJ) .
i
/ VALVE (MJ) / 200 mm GATE VALVE
r� EXISTING (MJ)
`
q7 IS
200mmPVC
1
FIRE HYDRANT
SEE MAIN PLUG 150 mm GATE VALVE (MJ)
EXISTING I PLAN, AFTER NEW
MAIN IS IN SERVICE
\ 200 mm x 150 mm
300 mm PVC 300 mm PVC SWIVEL TEE I,
1 (450 mm MIN. LENGTH) I (MJ x SWIVEL)
300 mm GATE
VALVE (MJ) 200 mm PVC 1
150 mm PVC
300 mm PVC — — DI —
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—'�— EXISTITI NGG
300 mm PVC
,
i
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PLAN, AFTER NEW
MAIN IS IN SERVICE
WATER MAIN CONNECTION DETAIL #1
WATER MAIN STA. 10+00.00
THREE MILE DRIVE STA. 56+11.45, 7.7 m LT
NO SCALE
300 mm - PVC (450 mm MIN. —1 \
i
300 mm GATE LEGTH) � 300 mm - DI
VALVE (MJ) I LATERAL (MJ) EXISTING
300 mm - DI LONG —\ i 300 mm PVC
-- SLEEVE (MJ) 'I
3- PVC MI J c��
(450 mm MIN.. LEGTH)
- SEE MAIN PLUG '
PLAN, AFTER NEW
MAIN IS IN SERVICE 300 mm PVC '
EXISTING
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300 mm PVC — 300 mm GATE VALVE
(MJ)
300 mm PVC /
WATER MAIN CONNECTION DETAIL #3
WATER MAIN STA. 14+70.88
THREE MILE DRIVE STA. 60+45.24, 7.8 m LT
NO SCALE
WATER MAIN CONNECTION DETAIL #2
WATER MAIN STA. 11+00.95, 27.1 m LT
THREE MILE DRIVE STA, 56+91.34, 13.5 m LT
NO SCALE
STATE PROJECT NUMBER SHEET NO.
MONTANA NH -MT 15(111) 1 WS 10
W
400 mm HDPE PIPE
400 mm x 200 mm HDPE TEE
ROTATED DOWN 45°
200 mm HDPE PIPE DRAIN ROCK
i f I�(TMP)---- —
I
E200mm45`-HDPE BEND ----_---
-----------------
200 mm 90°-HDPE BEND
i —200 mm HDPE TO CURB STOP
O PVC TRASITION
I i 200 mm--� 1.2 m
GATE VALVE
' 3
X3 V*JIL7
' 1.2 m
38.2 m 200 mm PVC—])
200 mm 90°
DI BEND (FL)
2mx8mx300mm
SPLASH PAD
CLASS 1 RIPRAP
FLUSHING HYDRANT LAYOUT
WATER MAIN STA. 13+28.98
NO SCALE
WATER MAIN
CONNECTION DETAILS
AND
FLUSHING HYDRANT LAYOUT
aid
0
NEW AIR RELEASE
VAULT
922
921
920
919
918
917
916
915
914
915
912
u,==�cv �.21
= 2
=..35 m
)+00.00
ONNECTION — MAIN PLUG PLAN
#4
% STORM DRAIN CROSSING
DETAIL
SANITARY SEWER PLAN AND PROFILE
N
UTILITY CROSSINGS
10+05.78 51 mm POLYETHYLENE UG GAS
10+07.51 450 mm RCP STORM DRAIN
10+08,18 203 mm PVC WATER
11+40.19 750 mm RCP STORM DRAIN
12+56.64 450 mm RCP STORM DRAIN
12+57.27 51 mm POLYETHYLENE UG GAS
12+61.88 300 mm PVC WATER
DETAIL #5
171.
�a.
S ;
STORM DRAIN CROSSING .;
THREE MILE DRIVE
F
..:, o 1 = 1i 2+3L. 64
a PCC 10+56.46
o
p
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J
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w w1Z
W
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w
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CONNECT TO EXISTING
150 mm PVC CL 200
INV EL. 9 19. 033
(CONTRACTOR TO VERIFY)
CSF•0.999470385
Q
Q
zCD
D
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..SAN
-.
PCC 12+00.65
R = 1. 4 0 m
T =31.99 m
p = i 1+31. 31
�—STORM DRAIN CROSSING
L =G2. 90 m
_
=37` 53' 43" it )
=3.6 m
R =2 I8 m
w _
=74.84 m
Y
L = 144. 19 m
�
wo
F = 12. 49 m
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—FINISHED
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(3 MILE DRIVE) 922
(DETOUR ROUTE)
921
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CONNECT TO EXISTING MH
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EXIST INV. EL. = 920. 12 920
I DRAIN
FINISHED GRADE
450
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mm RCP
DRAIN
(CONTRACTOR TO VERIFY 1
THREE MILE DRIVE
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EXISTING 300 mm 919
WA
OTER MAIN
PIPE
60
BE ABANDONED
BENDING 918
m RADIUS (MIN. 1
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60 m RADIUS (MIN. 1
(TYP. J
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150
912
150 mm - DI
LONG SLEEVE
150 mm GATE (MJ)
VAVLE (MJ)
150 mm - PVC —,
(300 mm MIN. LENGTH) EXISTING
150 mm - DI —� 1_ '\ 150 mm PVC \
LATERAL (MJ) (CL 200) \
150 mm - PVC J )"
EXISTING (300 mm MIN. LENGTH) SEE MAIN PLUG
150 mm PVC PLAN, AFTER NEW
(CL 200) MAIN IS IN SERVICE
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150 mm -PVC 150 mm PVC
(300 mm MIN. LENGTH)
150 mm GATE
VAVLE (MJ)
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SEWER MAIN CONNECTION DETAIL #4
SEWER MAIN STA. 10+00.00
THREE MILE DRIVE STA. 58+04.00, 11.4 m LT
NO SCALE
DETAIL
THREE MILE DRIVE
SEWER MAIN CONNECTION DETAILS
— EXIST SHELF (TYP. BOTH
SIDES)
i p
EXIST CHANNEL, FILL WEST _
HALF WITH CONCRETE AND T �� EXIST MANHOLE
PLUG WHEN NEW FM IS ;
OPERATIONAL (PROTECT AND MAINTAIN)
i
A''I `'EXIST 200 mm PVC
EXIST 150 mm PVC GRAVITY MAIN
FORCE MAIN 150 mm - 45- DI BEND <2. <;
G (FL x PE)
200 mm HDPE :> MODULAR MECHANICAL SEAL C
CONCRETETHRUST
o ` RESTRAINT
0 150 mm DIP (FL)
200 mm HDPE x 150 mm DI (FL)
TRANSITION
PLAN
150 mm - 45° DI BEND
(FL x PE)
i
PIPE SHALL BE FLAT AS IT ! � ' I � I
— EXIST MANHOLE
ENTERS MANHOLE E 1 m I'" t EXIST 200 mm PVC
50 mrc11C -� GRAVITY MAIN
EXIST SHELF
1
200 mm HDPE L , ��` r�; = 4.
100 mm HDPE x 150 mm DI (FL)�
TRANSITION EXIST CHANNEL
CONCRETE THRUST
RESTRAINT 150 mm DIP (FL)
MODULAR MECHANICAL SEAL J
SECTION A•A
NOTES:
1. ALL NEW HOLES SHALL BE CORED.
ROTATE DOWNWARD TO DIRECT FLOW TO
CENTER OF EXIST CHANNEL.
i� STAINLESS STEEL BOLTS SHALL BE USED ON
ALL CONNECTIONS WITHIN MANHOLE.
® CORE DRILLL EXISTING MANHOLE,
SEWER MAIN CONNECTION DETAIL #5
SEWER MAIN STA. 12+66.02
THREE MILE DRIVE STA. 60+43.19, 11.4 m LT
NO SCALE
PLAN