Imp. Proj. #649• ..« Approved
Public Works
1 -10 -2000 1 Consent
By: Guy Johnson 1 6
MOTION APPROVING FINAL PAY REQUEST TO DAVE PERKINS CONTRACTING, IN
THE AMOUNT $1,629.74, FOR THE 1999 BACKYARD DRAINAGE PROJECT
(IMPROVEMENT PROJECT NO. 649)
REQUESTED ACTION
Staff is recommending that the Council pass a motion to accept Improvement Project 649
and approve final payment to Dave Perkins Contracting, in the amount of $1,629.74.
BACKGROUND
The 1999 Backyard Drainage Project consisted of storm sewer construction at 7916 28
Avenue North, 9125 34 Avenue North, and 2880 Valle Vista. The project included placing
drainage piping to collect nuisance ponded water from existing backyards and shaping these
areas to drain. The City Council awarded the contract to Dave Perkins Contracting on May 24,
1999. The project was completed during the summer of 1999.
I
The final value of construction is $32,595.00. This is approximately 14% less than the original
contract amount of $37,852.00. Funds for the project are available hrough the Storm Water
Utility Fund.
ATTACHMENTS
The Engineer's letter recommending final payment, signed final pay requests, and IC -134 forms
are attached.
• r
TO: 2 " ,b t�L
rr r
I:RFAIPubworks \649 Final Pay Request 1 -10 -00
Bonestroo, Rosene, Ander,`ir; and Associates, Inc. is an Affirmative= Action /Equal Opportunity Employer
Principals: Otto G. Bonestroo, P.E. • Joseph C. Anderlik, RE. • Marvin L. Sorvala, P.E.
Glenn R. Cook, P.E. - Robert G. Schunicht, RE. • Jerry A. Bourdon, P.E.
Robert W. Rosene, RE., Richard E. Turner, P.E. and Susan M. Eberlin, C.P.A., Senior Consultants
Associate Principals. Howard A. Sanford, P.E. • Keith A. Gordon, RE. • Robert R. Pfefferie, RE. .
Richard W. Foster, RE. • David O. Loskota, RE. Robert C. Russek, A.I.A. - Mark A. Hanson, RE. .
Michael T. Rautmann, RE. • Ted K.Field, P.E. • Kenneth R Anderson, RE. • Mark R. Rolfs, RE.
Sidney R Williamson, RE., L.S. • Robert E Kotsmith • Agnes M. Ring • Allan Rick Schmidt, RE.
Offices: St. Paul, Rochester, Willmar and St. Cloud, MN + Milwaukee, WI
Website: www.bonestroo.com
December 28, 1999
Mr. Tom Schuster
City of New Hope
4401 Xylon Avenue North
New Hope, MN 55428 -4898
Re: 1999 Backyard Drainage Project
City Project No. 649
Our File No. 34 -98 -818
Dear Tom:
All work has been completed for the 1999 Backyard Drainage Project. Therefore, we
recommend final payment to Dave Perkins Contracting in the amount of $1,629.74
The final value of construction is $32,595.00. This is approximately 14% percent less than then
original contract amount of $37,852.00. The areas disturbed during construction in the yards and
streets were less than estimated in design. Consequently, less quantities were used to restore the
streets and yards to their original condition. This accounted for the majority of cost savings.
The signed final pay requests and IC -134 forms are attached. It is recommended that final
payment be made after approval by the Council.
Sincerely,
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
Vincent T. Vander Top
cc: Guy Johnson
Mark Hanson
2335 West Highway 36 ® St. Paul, MN 55113 - 651-636-4600 ■ Fax: 651 - 636-1311
Bonestroo
Rosene
Anderlik &
Associates
Engineers & Architects
)caner: City of New Hope 4401 Xylon Ave NNew Hope MN 55428 -4898 Date: November 23 1999
=or Period: 817/99 to 11/23/99 Request No: 2 / Final
:ontractor: Dave Perkins Contracting 14230 Basalt St Ramsey MN 55303 -0277
REQUEST FOR PAYMENT
1999 BACKYARD DRAINAGE PROJECT
BRA FILE NO. 34 -98 -818
CLIENT PROJECT NO, 649
SUMMARY
1 Original Contract Amount
2 Change Order - Addition
3 Change Order - Deduction
4 Revised Contract Amount
5 Value Completed to Date
6 Material on Hand
7 Amount Earned
8 Less Retainage 0%
9 Subtotal
10 Less Amount Paid Previously
11 AMOUNT DUE THIS REQUEST FOR PAYMENT NO
$ 37.852.00
$ 0.00
$ 0.00
$ 37,852.00
$ 32,595.00
$ 0.00
$ 32, 595.00
$ 0.00
$ 32,595.00
$ 30,96526
$ 1,629.74
2 / Final
Recommended for Approval by:
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
--L ---
Approved by Contractor:
DAVE E KINS CO RACTING
Approved ner:
CITY OF 7HoPE l
Ili
Specified Contract Completion Date:
May 25, 1999
Date:
request2- final.xls
Total Part 1 - 7916 - 28th Avenue North
$10,722.00
Total Part 2 - 9125 -34th Avenue North
Contract
Unit
Quantity
Amount
No.
Item
Unit
Quantity
Price
to Date
to Date
Part 1 - 7916 - 28th Avenue North
1
Remove concrete curb and gutter
LF
40
10
12
$120.00
2
Remove bituminous pavement
SY
70
5
40
$200.00
3
Sawing Bituminous Pavement
LF
60
3
54
$162.00
4
Remove and reconstruct chain link fence
LF
40
5
15
$75.00
5
Construct MH -1 with casting over pipe
EA
1
2500
1
$2,500.00
6
12" PVC sanitary sewer, SDR 35
LF
159
25
159
$3,975.00
7
24" dia. yard drain w/R1642, Type C, grate
EA
2
1100
1
$1,100.00
8
Sodding, lawn type
SY
360
3
310
$930.00
9
Topsoil borrow
CY
30
12
30
$360.00
10
Concrete curb and gutter
LF
40
25
12
$300.00
11
Bituminous street patch
SY
70
25
40
$1,000.00
Total Part 1 - 7916 - 28th Avenue North
$10,722.00
Part 2 - 9125 -34th Avenue North
12
Construct MH -3 w /casting over pipe
EA
1
1800
1
$1,800.00
13
12" Perforated drain pipe
LF
34
28
34
$952.00
14
12" PVC sanitary sewer, SDR 35
LF
110
25
110
$2,750.00
15
24" dia. yard drain w/R1642, Type C, grate
EA
2
1100
2
$2,200.00
16
Reshape yard swale
LS
1
600
1
$600.00
17
Sodding, lawn type
SY
550
3
400
$1,200.00
18
Topsoil borrow
CY
40
12
40
$480.00
19
Remove concrete curb and gutter
LF
20
10
12
$120.00
20
Remove bituminous pavement
SY
40
5
22
$110.00
21
Sawing Bituminous Pavement
LF
55
3
42
$126.00
22
Remove and reconstruct chain link fence
LF
140
5
125
$625.00
23
Remove and reconstruct wood fence
LF
50
5
50
$250.00
24
Concrete curb and gutter
LF
20
25
12
$300.00
25
Bituminous street patch
SY
40
25
22
$550.00
26
4" drain tile
LF
100
15
100
$1,500.00
Total Part 2 - 9125 -34th Avenue North
$13,563.00
Part 3 - 2880 Valle Vista
27
Connect 12" pipe to ex. CB
EA
1
650
1
$650.00
28
12" Perforated drain pipe
LF
195
28
195
$5,460.00
29
4" drain tile
LF
10
20
10
$200.00
30
24" dia. yard drain w/R1642, Type C, grate
EA
1
1100
1
$1,100.00
31
Sodding, lawn type
SY
420
3
220
$660.00
32
Topsoil borrow
CY
20
12
20
$240.00
Total Part 3 - 2880 Valle Vista
$8,310.00
Total Part 1 - 7916 - 28th Avenue North
$10,722.00
Total Part 2 - 9125 -34th Avenue North
$13,563.00
Total Part 3 - 2880 Valle Vista
$8,310.00
Total Work Completed To Date
$32,595.00
requestMnal.xls
PROJECT PAYMENT STATUS
OWNER CITY OF NEW HOPE
CLIENT PROJECT NO. 649
BRA FILE NO. 34 -98 -818
CONTRACTOR DAVE PERKINS CONTRACTING
CHANGE ORDERS
No. uate Description Amount
Total Change Orders
PAYMENT SUMMARY
No. From To Pavment Ratninnna r:mmnlotad
1
05/25/99
08/06/99
30,965.26
1,629.75
32,595.01
2 / Final
08/07/99
11/23/99
1,629.74
Revised Contract
32,595.00
Material on Hand
Total Payment to Date
$32,595.00
Original Contract
$37,852.00
Retains a Pay No. 2 / Final
Change Orders
Total Amount Earned
$32,595.00
Revised Contract
$37,852.00
requestMiinands
Minnes Department o
Withholding Affidavit for Contractors
This affidavit must be approved by the Minnesota Department of Revenue before the
State of Minnesota or any of its subdivisions can make final payment to contractors.
Minnesota ID number
Address Month /year work began
6A Daub Perkins Contractor !
City 14230 & alt St. N.W. Zip Code Month /year work ended /�
Ramsey, MN 55303 �
Total contract amount:
,X
Telephone rum r Amount still due:
( 2 4
Did you have employees work on this project? Project number:
If none, explain who did the work: Project location: N
Project ow ner:
Address
Check the box that describes your involvement in the project and fill in all information requested in that category:
■ •
Subcontractor If you are a subcontractor, fill in the name and address of the contractor that hired you:
Prime Contractor If you subcontracted out any work on this project, all of your subcontractors must file their own
IC -134 affidavits and have them certified by the Department of Revenue before you can file your
affidavit. For each subcontractor you had, fill in the business information below, and attach a copy
of each subcontractor's certified IC -134. (If you need more space, attach a separate sheet.)
Business name Address Owner /Off
&�e�K Lc"< ' 9hw NAH 9& Labsl&k4
I declare that all information I have filled in on this form is true and complete to the best of my knowledge and belief. I authorize
the Department of Revenue to disclose pertinent information relating to this project, including sending copies of this form,
to the prime contractor if I am a subcontractor, and to any subcontractors if I am a prime contractor, and to the contracting agency.
For certification, mail to:
Minnesota Department of Revenue, Business Trust Tax Section
Mail Station 6610, St. Paul, MN 55146 -6610
Certificate of Compliance with Minnesota Income Tax Withholding Law
Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has
fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from
wages paid to employees relating to contract services with the state of Minnesota and /or its subdivisions.
Signature of authorized Department of Revenue official Date
Instructions form IC-134
Who should file?
If you are a prime contractor, a contractor, or a subcontractor
who did work on a project for the state of Minnesota or any of
its local government subdivisions — such as a county, city, or
school district — you must file form IC -134 with the Minne-
sota Department of Revenue.
This affidavit must be certified and returned before the state
or any of its subdivisions can make final payment for your
work.
When to file
The IC -134 cannot be processed until you are finished with
the work. Do not send the affidavit in for certification before
the project is completed since it will only be returned to you
unprocessed. if you are a subcontractor or sole contractor,
file form IC -134 when you have completed your part of the
project.
If you are a prime contractor, file form IC -134 when the entire
project is completed and you have received certified affidavits
from all of your subcontractors.
Where to file
Fill out form IC -134 and mail the original and one copy to:
Minnesota Department of Revenue
Business Trust Tax Section
Mail Station 6610
St. Paul, MN 55146 -6610
How to file
If you have fulfilled the requirements of the withholding tax
laws of Minnesota, the Department of Revenue will sign your
affidavit, keep the copy, and return the original to you.
If any withholding payments are due to the state, Minne-
sota law (M.S. 290.97) requires that payment must be
made by only money order, cashiers check, certified
check, or cash.
Take the certified affidavit to your prime contractor or to the
governmental unit for which the work was done in order to
receive your final payment.
Minnesota tax identification number
You must fill in your Minnesota tax identification number on
the form. You must have a Minnesota tax ID number if you
have employees who work in Minnesota.
If you need a number, get form MBA, Application for Tax
Identification Number, and file it with the Minnesota Depart-
ment of Revenue. To get form MBA, call 296 -3781 from the
Twin Cities area or 1- 800 -652 -9094 from elsewhere in
Minnesota, or write to Minnesota Tax Forms, Mail Station
7131, St. Paul, MN 55146 -7131.
You do not need a Minnesota identification number if you
have no employees and did all the work yourself. If this is the
case, fill in your Social Security number in the space for
Minnesota ID number and explain who did the work.
If you are a subcontractor who was hired to do work on a
project and you subcontract all or a part of your portion of the
project to another contractor, you become a prime contractor
as well. If this is the case, fill out both the subcontractor and
prime contractor areas on a single form.
Use of information
The Department of Revenue needs all the information, except
your phone number, to determine whether you have met all
state income tax withholding requirements. If all required
information is not provided, the IC -134 will be returned to you
for completion.
All information on this affidavit is guaranteed private by state
law. It cannot be given to others without your permission,
except to the Internal Revenue Service, other states that
guarantee that it will be kept private, and certain state or
county agencies.
If you need help or additional information to fill out this form,
call 296 -6181 in the Twin Cities area. From elsewhere in
Minnesota and from outside the state, call (toll -free) 1 -800-
657 -3777.
Form Minnesota Department of Revenue
�'.
IC-134
Rev. 9/89 W ithholding
This affidavit must be approved by the Minnesota Department of Revenue before the
St ate of Minnesota o r any of its subdivision ca n make final p ayment to contr
Company name 'Minnesota ID number
k�esh Lam. . Sca..�...�' �
91 4 7o 5'
Address vd Mon[hlyear wor began
ju G 9
City State Zip Code Month /year work ended
1,51 �ur�e, q C�
ado° Total contract amount:
Telephone number p Amount still due:
415 _
Did you have employees work on this project? i Project number: (�
If none, explain who did the work: Pro ject location: �L dra
"rojoct owner: -
Address I A-Jfl N _
Check the box that describes your involvement in the project and fill in all information requested in that category:
❑ Sole contractor
Subcontractor If you are a subcontractor, fill in the name and address of the contractor that hired you:
'
Dave- I-ex 'rilS L - *c hnci 142? 5 �-� St �►'u ,Iu N��_3
❑ Prime Contractor If you subcontracted out any work on this project, all of your subcontractors must file their own
IC-134 affidavits and have them certified by the Department of Revenue before you can file your
affidavit. For each subcontractor you had, fill in the business information below, and attach a copy
of each subcontractor's certified IC -134. (If you need more space, attach a separate sheet.)
Business name Address Owner /Officer
I declare that all information I have filled in on this form is true and complete to the best of my knowledge and belief. f authorize
the Department of Revenue to disclose pertinent information relating to this project, including sending copies of this form,
to the prime contractor if I am a subcontr, ctor, and to an subcontractors if I am a prime contractor, and to the contracting a gency.
Contractor' nature Title Date
For certification, mail to:
Minnesota Department of Revenue, Business Trust Tax Section
Mail Station 6610, St. Paul, Mid 55146 -6610
Certificate of Compliance with Minnesota Income Tax Withholding Law
Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has
fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from
wages paid to employees relating to contract services with the state of Minnesota and /or its subdivisions.
Signature of authorized Department of Revenue official Date
instructions for r xiY C -1
If you are a prime contractor, a contractor, or a subcontractor
who did work on a project for the state of Minnesota or any of
its local government subdivisions — such as a county, city, or
school district — you must file form IC -134 with the Minne-
sota Department of Revenue.
This affidavit must be certified and returned before the state
or any of its subdivisions can make final payment for your
work.
You must fill in your Minnesota tax identification number on
the form. You must have a Minnesota tax ID number if you
have employees who work in Minnesota.
If you need a number, get form MBA, Application for Tax
Identification Number, and file it with the Minnesota Depart-
ment of Revenue. To get form MBA, call 296 -3781 from the
Twin Cities area or 1- 800 -652 -9094 from elsewhere in
Minnesota, or write to Minnesota Tax Forms, Mail Station
7131, St. Paul, MN 55146 -7131.
r WT
The IC -134 cannot be processed until you are finished with
the work. Do not send the affidavit in for certification before
the project is completed since it will only be returned to you
unprocessed. If you are a subcontractor or sole contractor,
file form IC -134 when you have corpleted your part of the
project.
If you are a prime contractor, file form IC -134 when the entire
project is completed and you have received certified affidavits
from all of your subcontractors.
Where to fate
Fill out form IC -134 and mail the original and one copy to:
Minnesota Department of Revenue
Business Trust Tax Section
Mail Station 6610
St. Paul, MN 55146 -6610
How to file
If you have fulfilled the requirements of the withholding tax
laws of Minnesota, the Department of Revenue will sign your
affidavit, keep the copy, and return the original to you.
If any withholding payments are due to the state, Minne-
sota law (M.S. 290.97) requires that payment must be
made by only money order, cashiers check, certified
check, or cash.
Take the certified affidavit to your prime contractor or to the
governmental unit for which the work was donq in nrrlar to
receive your final payment.
You do not need a Minnesota identification number if you
have no employees and did all the work yourself. If this is the
case, fill in your Social Security number in the space for
Minnesota ID number and explain who did the work.
project? tractor on the same
If you are a subcontractor who was hired to do work on a
project and you subcontract all or a part of your portion of the
project to another contractor, you become a prime contractor
as well. If this is the case, fill out both the subcontractor and
prime contractor areas on a single form.
Use of information
The Department of Revenue needs all the information, except
your phone number, to determine whether you have met all
state income tax withholding requirements. If all required
information is not provided, the IC -134 will be returned to you
for completion.
All information on this affidavit is guaranteed private by state
law. It cannot be given to others without your permission,
except to the Internal Revenue Service, other states that
guarantee that it will be kept private, and certain state or
county agencies.
If you need help or additional information to fill out this form,
call 296 -6181 in the Twin Cities area. From elsewhere in
Minnesota and from outside the state, call (toll -free) 1 -800-
657 -3777.
' P.A.
GORDON L. JENSEN*
WILLIAM G. SWANSON
STEVEN A.SONDRALL
MARTIN P. MALECHA
C.ALDEN PEARSONt
DEAN A.TRONGARDt
JULIE A. THILL
OF COUNSEL
LORENS Q.BRYNESTAD
C
O
Attorneys At Law
8525 EDINBROOK CROSSING, STE. 201
BROOKLYN PARK, MINNESOTA 55443 -1999
TELEPHONE (612) 424 -8811 • TELEFAX (612) 493 -5193
E -MAIL iss @jsspa.com
rN
-, 4de L l
August 17, 1999
Vince Vander Top
Bonestroo, Rosene
2335 West Highway 36
St. Paul, MN 55113
RE. 1999 Backyard Drainage Easement 1
1999 Infrastructure Improvements
Our File No. 99.66483
Dear Vince:
Enclosed please find three copies of each of the following easements:
1. Utility Easement for John and Stacy Hemming, 1999 Backyard
Drainage Project;
2. Utility Easement for James and Jane Rieder, 1999 Infrastructure
Project:
*Real Property Law Specialist
Certified By The
Minnesota State Bar
Association
tQualified ADR Neutral
3. Utility Easement for Thomas and Christine Schreyer, 1999
Infrastructure Project.
For each property you will also find a copy of the easement sketch showing the
location of the easement. I will need two signed copies of each easement. The
third copy and the sketch are for the property owners to keep. Be sure to have the
easements signed in the presence of a notary public
Once you obtain the notarized signatures, please return two copies of each
easement to me for further handling. If there are delays in getting some of the
easements signed, at any point send me what you have, and we will get those
Vince Vander Top
August 17, 1999
Page 2
accepted by the City and recorded, rather than waiting until all of the easements are ready.
These documents are based upon the current property records. Let me know if you discover
that the ownership has changed. Also, be sure to notify us immediately if any of these
properties are for sale. In that case, we will try to get that easement signed, accepted by the
City, and recorded as soon as possible.
Be sure to call if you have any questions.
Sincerely,
Martin P. Malecha
Assistant City Attorney
Enclosures
cc: Kirk McDonald, Director of Community Development
Guy Johnson, Director of Public Works
Mark Hanson, City Engineer
Steven A. Sondrall, City Attorney
COUNCIL
Section
----� Department Approved for Agenda �oo
originating �p ^��^-~-
Public Works 5-24-89 | Development & Planning
lh:m No.
By: Guy Johnson By- 8.2
RESOLUTION AWARDING CONTRACT FOR THE CONSTRUCTION OFIMPROVEMENT
PROJECT NO. 649 (1999 BACKYARD DRAINAGE IMPROVEMENTS)
REQUESTED ACTION
Staff requests approval 0fa resolution awarding the contract to the low and responsible bidder,
Dave Perkins Contracting, in the amount of $37,852.
BACKGROUND
The 1999 Backyard Drainage Project includes:
• Part 1:7810 Avenue North.
• Part 2:81253 Avenue North (Area with the sw pool issues)
• Part 3: 28OD Valle Vista
The proposed project schedule is:
*
Begin construction at the 9125 3& Ave. site (if all documents, contracts, and necessary
easements are signed) on June 7, 1999
FUNDING
Proposed revenue source for the project is the Storm Water Utility Fund.
ATTACHMENTS
/\ memorandum from the City Engineer and the resolution are attached.
������
WA
CITY OF NEW HOPE
RESOLUTION NO. 99- 87
RESOLUTION APPROVING CONTRACT
BETWEEN THE CITY OF NEW HOPE
AND DAVE PERKINS CONTRACTING
FOR THE
1999 BACKYARD DRAINAGE IMPROVEMENT
(PROJECT 649)
AUTHORIZING THE MAYOR AND CITY MANAGER TO SIGN
WHEREAS, the city requires the assistance of a contractor in completing the 1999 Backyard
Drainage construction projects; and,
WHEREAS, the City Engineer has prepared plans, specifications, and contract terms for the
work; and,
WHEREAS, the City has accepted bids for work described in the plans and specifications and
has identified the lowest responsible and responsive bidder.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF NEW
HOPE, MINNESOTA:
1. That the contract between the City of New Hope and Dave Perkins
Contracting Inc. in the amount of $37,852 is approved.
2. That the Mayor and City Manager are authorized to sign the contract
documents.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota this 24th
day of May, 1999.
1
Mayor
Attest:
City Clerk
I: Res\Pu bworks\649Resolution BackyardDrainage
Bonestroo, Rosene, Anderlik and Associates, Inc. is <rn Affirmative Action /Equal Opportunity Employer
Principals: Otto G. Bonestroo, PE. • Joseph C. Anderlik, PE. • Marvin L. Sorvala, RE.
Glenn R. Cook. P.E. • Robert G. Schunicht, P.E. • Jerry A. Bourdon, RE. -
Robert W. Rosene, PE., Richard E. Turner, P.E. and Susan M. Eberlin, C.P.A., Senior Consultants
Associate Principals: Howard A. Sanford, P.E. • Keith A. Gordon, P.E. • Robert R. Pfefferle, P.E.
Richard W. Foster, P.E. • David O. Loskota, P.E. • Robert C. Russek, A.I.A. • Mark A. Hanson, P.E.
Michael T. Rautmann, P.E. • Ted K.Field, P.E. • Kenneth P. Anderson, P.E. • Mark R. Rolfs. PE. -
Sidney P. Williamson, P.E., L.S. • Robert F. Kotsmith • Agnes M. Ring • Allan Rick Schmidt, P.E.
Offices: St. Paul, Rochester, Willmar and St. Cloud, MN • Milwaukee, Wl
W'ebsite: www.bonestroo.com
May 19, 1999
Honorable Mayor and City Council
City of New Hope
4401 Xylon Ave N
New Hope, MN 55428 -4898
Re: City of New Hope
1999 Backyard Drainage Project
BRA File No. 34 -98 -818
Honorable Mayor and City Council:
Bids were opened for the project stated above on May 18, 1999. Transmitted herewith is a copy of the
bid tabulation for your information and file. A copy will also be distributed to each bidder.
There were a total of 2 bids. The following summarizes the results of the 2 bids received.
Contractor
Low Dave Perkins Contracting, Inc.
#2 Ro -So Contracting, Inc.
Bid Amount
$37,852.00
$73,730.00
The low bidder on the project was Dave Perkins Contracting, Inc. with a base bid of $37,852.00. This
compares to the engineers estimate of $50,000.00. These bids have been reviewed and found in order.
Dave Perkins Contracting, Inc. has completed a number of similar projects for the City of New Hope in
the past. Therefore, we recommend that the project be awarded to Dave Perkins Contracting, Inc. for
the base bid amount of $37,852.00.
Should you have any questions, please feel free to contact me. My direct dial phone number is (651) 604-
4790.
Yours very truly,
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
Vince Vander Top
Enclosures
VTV Jms
55113 ■ 651-636 ■Fax: 651 -636-1311
2335 West Highway 36 ■ St. Paul, MN
Bonestroo Project Name: 1999 Backyard Drainage Project t hereby certify that this is an exact
Rosene
Anderlik & Project No.: File No.: 34 -98 -818 reproduction of bids received.
Associates
Engineers & Architects Bid Opening: 618199 12:00 AM Owner: CityofNewHo2e + i
Vince Vander Top, P.E�'
Registration No. 25770
Item
Units
Part 1 - 7916 - 28th Avenue North
$400.00
1 Remove concrete curb and gutter
LF
2 Remove bituminous pavement
SY
3 Sawing Bituminous Pavement
LF
4 Remove and reconstruct chain link
LF
fence
$120.00
5 Construct MH -1 with casting over pipe
EA
6 12" PVC sanitary sewer, SDR 35
LF
7 24" dia. yard drain w/R1642, Type C,
EA
grate
$7,500.00
8 Sodding, lawn type
SY
9 Topsoil borrow
CY
10 Concrete curb and gutter
LF
11 Bituminous street patch
SY
Total Part 1 - 7916 - 28th Avenue North
$1,080.00
Part 2 -9125 -34th Avenue North
$1,080.00
12 Construct MH -3 w /casting over pipe
EA
13 12" Perforated drain pipe
LF
14 12" PVC sanitary sewer, SDR 35
LF
15 24" dia. yard drain w/R1642, Type C.
EA
grate
$1,750.00
16 Reshape yard swale
LS
17 Sodding, lawn type
SY
18 Topsoil borrow
CY
19 Remove concrete curb and gutter
LF
20 Remove bituminous pavement
SY
21 Sawing Bituminous Pavement
LF
22 Remove and reconstruct chain link
LF
fence
23 Remove and reconstruct wood fence
LF
24 Concrete curb and gutter
LF
25 Bituminous street patch
SY
26 4" drain tile
LF
Total Part 2 - 9125 -34th Avenue North
Part 3 - 2880 Valle Vista
27 Connect 12" pipe to ex. CB
EA
28 12" Perforated drain pipe
LF
29 4" drain tile
LF
30 24" dia. yard drain w/R1642, Type C,
EA
grate
31 Sodding, lawn type
SY
32 Topsoil borrow
CY
Total Part 3 - 2880 Valle Vista
Total Part 1 - 7916 - 28th Avenue North
Total Part 2 - 9125 -34th Avenue North
Total Part 3 - 2880 Valle Vista
Base Bid Total
Contractor Name and
60.00
40.00
0
Bid No. 1 Bid No, 2
Dave Perkins Contracting Ro -So Contracting
Unit Price Total I Unit Price Total
$10.00
$400.00
$3.00
$120.00
$5.00
$350.00
$3.00
$210.00
$3.00
$180.00
$2.00
$120.00
$5.00
$200.00
$5.00
$200.00
$2,500.00
$2,500.00
$7,500.00
$7,500.00
$25.00
$3,975.00
$100.00
$15,900.00
$1,100.00
$2,200.00
$750.00
$1,500.00
$3.00
$1,080.00
$3.00
$1,080.00
$12.00
$360.00
$15.00
$450.00
$25.00
$1,000.00
$20.00
$800.00
$25.00
$1,750.00
$30.00
$2,100.00
$13.995.00
$29,980.00
1.00 $1,800.00
34.00 $28.00
110.00 $25.00
2.00 $1,100.00
1.00 $600.00
550.00 $3.00
40.00 $12.00
20.00 $10.00
40.00 $5.00
55.00 $3.00
140.00 $5.00
50.00 $5.00
20.00 $25.00
40.00 $25.00
100.00 $15.00
$1,
$2,
$165.00
$700.00
$250.00
$500.00
$1,000.00
$1,500.00
$14,947.00
$7,500.00
$125.00
$100.00
$750.00
$500.00
$3.00
$15.00
$3.00
$3.00
$2.00
$5.00
$10.00
$20.00
$40.00
$10.00
$7,500.00
$4,250.00
$11,000.00
$1,500.00
$500.00
$1,650.00
$600.00
$60.00
$120.00
$110.00
$700.00
$500,00
$400.00
$1,600.00
$1,000.00
$31,490.00
1.00 $650.00 $650.00 $4,000.00 $4,000.00
195.00 $28.00 $5,460.00 $30.00 $5,850.00
10.00 $20.00 $200.00 $10.00 $100.00
1.00 $1,100.00 $1,100.00 $750.00 $750.00
42000 $3.00 $1,260.00 $3.00 $1,260.00
20.00 $12.00 $240.00 $15:00 $300.00
$8,910.00 $12,260.00
$13,995.00 $29,980.00
$14,947.00 $31,490.00
' - 8 , 910.0c) $12 , 2 60 . 00
$37,852.00 $73,730.00
ddress: Dave Perkins Contracting Ro-So Contracting
14230 Basalt St 7137 20th Ave N
Ramsev, MN 55303 -0277 Centerville, MN 55038
Phone: (612) 427 -0109
Fax (612) 427 -3806
Signed By: Dave Perkins
Title: President
Bid Security: Bid Bond
Addenda Acknowledged: One
(651) 429 -2669
(651) 429 -0471
Mike Dabruzzi
President
Bid Bond
One
3498818bt.xls BT -1
GORDON L. JENSEN*
WILLIAM G. SWANSON
STEVEN A.SONDRALL
MARTIN P. MALECHA
C.ALDEN PEARSONt
DEAN A.TRONGARDt
JULIE A. TRILL
OF COUNSEL
LORENS Q.BRYNESTAD
*Real Property Law Specialist
Certified By The
Minnesota State Bar
Association
tQualified ADR Neutral
Attorneys At Law
8525 EDINBROOK CROSSING, STE. 201
BROOKLYN PARK., MINNESOTA 55443 -1999
TELEPHONE (612) 424 -8811 • TELEFAx (612) 493 -5193
E -MAIL jss @isspa.com
June 10, 1999
Valerie Leone
City of New Hope
4401 Xylon Avenue North
New Hope, MN 55428
RE: 1999 Backyard Drainage
Our File No. 99.10,000
Dear Valerie:
Enclosed please find five copies of the contract and bonds for the above -
referenced project, as well as the certificate of insurance. All are in order
from a legal standpoint. Be sure to note that only one copy of the contract
has an original bond. That contract has been marked "CNH Copy" on the
top of the front cover. Two other copies of the contract have either
missing signatures or notarization information. For our purposes that is
unimportant, as long as the City has a fully executed copy.
Please call me if you have any questions.
Sincerely,
Martin P. Malecha
Assistant City Attorney
cc: Daniel J. Donahue, City Manager
Kirk McDonald, Director of Community Development
Tom Schuster, Contract Manager
Mark Hanson, City Engineer
Steven A. Sondrall, City Attorney
June 15, 1999
4401 Xylon Avenue North
New Hope, Minnesota 55428 -4898
Dave Perkins Contracting, Inc.
14230 Basalt St. NW
Ramsey, MN 55303
City Hall: 612- 531 -5100
Police: 612 - 531 -5170
Public Works: 612- 533 -4823
TDD: 612 -531 -5109
City Hall Fax: 612 -531 -5136
Police Fax: 612 -531 -5174
Public Works Fax: 612- 533 -7650
Fire Dept. Fax: 612 - 531 -5175
SUBJECT: 1999 BACKYARD DRAINAGE (IMPROVEMENT PROJECT NO. 649)
Enclosed are two fully executed copies of the contract documents for New Hope
Project No. 649. One copy is for your records and the second copy should be
transmitted to your bonding company.
This contract was awarded by the New Hope City Council on May 24, 1999, for
$37,852.
Enclosed is return of your bid bond. Also enclosed is a "Withholding Affidavit for
Contractors" (IC -134 form). We cannot make final payment to contractors until this
is approved by the Minnesota Department of Revenue and submitted to our office
(Minnesota Statute 290.97). The form contains instructions for completion.
Sincerely,
Valerie Leone
City Clerk, CMC
enc.
cc: Mark Hanson, City Engineer
Steve Sondrall, City Attorney
Guy Johnson, Acting Director of Public Works
Tom Schuster, Contract Manager
Family Styled City VJN� For Family Living
CITY PROJECT NO. 649
FILE NO. 34-98-818
NEW HOPE, MINNESOTA
1999
Table of Contents
Advertisement for Bids
Information to Bidders
Proposal
Special Provisions
1700. Adjust Miscellaneous Structures - Specific Requirements
General Requirements
2104. Remove Miscellaneous Structures - Specific and General Requirements
2531. Concrete Curb and Gutter — Specific & General Requirements
2573. Temporary Erosion Control - Specific and General Requirements
2575. Turf Establishment — Specific & General Requirements
2800. Bituminous Street Repair - Specific and General Requirements
24,000. Sewers — Specific Requirements
General Requirements
Figure I
Location Plan
Plate 1-10
Storm Sewer Junction Manhole with Reinforced Top Slab
Plate 1-25B
PVC Pipe Bedding
Plate 4-1
Concrete Curb and Gutter
Plate 4-9
B618 Curb & Gutter at Catch Basin
Plate 4-10
Suiniountable Curb & Gutter at Catch Basin
Plate SP-61
Seal Between Top Slab & Manhole Section
Plate SP-89
Erosion Control (Silt Fence)
Plate SP-93
Manhole with Reinforced Center and Top Slab
Standard Detail 1000 Perforated Pipe Detail
Standard Detail 1001 Yard Drain
Plan Sheets I
and 2
Conditions of the Contract
34-98-818 T-I
C) 1999 Bonestroo, Rosene,
Anderlik & Associates, Inc. TABLE OF CONTENTS
I hereby certify that this plan and specification was prepared by me
or under my direct supervision and that I am a duly Registered
Professional Engineer under the laws of the State of Minnesota.
19vate: Mav 7,1999 Reg. No.
g
34-98-818 T-2
C 1999 Bonestroo, Rosene,
Anderlik & Associates, Inc. TABLE OF CONTENTS
Sealed bids will be received by the City of New Hope, Minnesota at the City Hall, at 4401 Xylon
Avenue, until 11:30 A.M., C.D.S.T., on Tuesday, May 18, 1999, at which time they will be publicly
opened and read aloud for the furnishing of all labor and materials and all else necessary for the
following:
1999 49
400 LF 12" and 4" Storm Sewer and Draintile
with miscellaneous manholes, catch basins, grading and
restoration at two (2) different locations.
Plans and specifications, proposal forms and contract documents may be seen at the office of the
City Clerk-, New Hope, Minnesota, and at the office of Bonestroo Rosene, Anderlik & Associates,
Inc., Consulting Engineers, 2335 W. Trunk Highway 36, St. Paul, MN 55113, (612) 636-4600.
Each bid shall be accompanied by a bidder's bond naming the City of New Hope as obligee, certified
check payable to the Clerk of the City of New Hope or a cash deposit equal to at least five percent
(5%) of the amount of the bid, which shall be forfeited to the City in the event that the bidder fails
to enter into a contract.
The City Council reserves the right to retain the deposits of th,�, three lowest bidders for a period not
to exceed 45 days after the date and time set for the opening of bids. No bids may be withdrawn for
a period of forty-five (45) days after the date and time set for the opening of bids.
Payment for the work will be by cash or check.
Contractors desiring a copy of the plans and specifications and proposal forms may obtain them from
the office of Bonestroo, Rosene, Anderlik & Associates, Inc., upon payment of a non-refundable
fee of $30.00. See "Information to Bidders" for plardspecification fee policy.
The City Council resenes the right to reject any and all bids, to waive irregularities and infornialities,
therein and further reserves the right to award the contract to the best interests of the City.
Daniel Donahue, City Manager
City of New Hope, Minnesota
3498818
@ 1999 Bonestroo, Rosene,
Anderlik & Associates, Inc,
ADVERTISEMENT FOR BIDS
1. BID PROPOSAL: Each planholder has been furnished a specification, plan Set and one extjra
proposal. Bids shall be submitted on the separate Proposal Form designated "BID COPY'% The
Proposal containing the bid shall be submitted in a sealed envelope.
Raw
1) Plans and speeffications shall only be avaiU- ble on a non-refundable, per plan basis,
, with all contractors and vendors being charged the same. Plan holders may obtain
more than one set of plans and speciffications for the stipulated amoun4 however, all
are nolm-refundable.
2) The amount for the bid package wiR be staW, i1a the Advertisement for Bid!
Dollars
1998 GemerZinfo
0 1998 Bcacumo, Rosene,
Anderbk & Associates, Jnc,
Bonestro
Bose
Bidder: Dave Perkins Contracting Inc. Total Base Bid $37,852.00
Address: 14230 Basalt St. N.W. Telephone No. 427 -0109
Anderlik
Associate
i
Engineers & Architect
State, Zip: Ramsey, N 55303 Fax No. 427 -3806
city, M
St . Paul • Milwlw a r—
PROPOSAL
1999 BACKYARD DRAINAGE PROJECT
CITY PROJECT NO. 649
FILE NO. 34 -98 -818
NEW HOPE, MINNESOTA
1999
Honorable City Council
City of New Hope
4401 Xylon Ave. N.
New Hope, Minnesota 55428
Dear Council Members:
Opening Time: 11:30 A.M., C.D.S.T.
Opening Date: Tuesday, May 18, 1999
The undersigned, being familiar with your local conditions, having made the field inspections and
investigations deemed necessary, having studied the plans and specifications for the work including Addenda
Nos. -l- and being familiar with all factors and other conditions affecting the work and cost thereof,
hereby proposes to furnish all labor, tools, materials, skills, equipment and all else necessary to completely
construct the project in accordance with the plans and specifications on file with you and Bonestroo, Rosene,
Anderlik & Associates, Inc., 2335 West Highway 36, St. Paul, MN 55113, as follows:
No.
Item
Unit
Qty.
Unit Price
Total Price
Part 1 - 7916 - 28th Avenue North
1
Remove concrete curb and gutter
LF
40
$10.00
$400.00
2
Remove bituminous pavement
SY
70
$5.00
$350.00
3
Sawing Bituminous Pavement
LF
60
$3.00
$180.00
4
Remove and reconstruct chain link
LF
40
$5.00
$200.00
fence
5
Construct MH -1 with casting over
EA
1
$2,500.00
$2,500.00
pipe
6
12" PVC sanitary sewer, SDR 35
LF
159
$25.00
$3,975.00
7
24" dia. yard drain w/R1642, Type
EA
2
$1,100.00
$2,200.00
C, grate
8
Sodding, lawn type
SY
360
$3.00
$1,080.00
34 -98 -81 Mcontract.wb2 P-1
9
Topsoil borrow
CY
30
$12.00
$360.00
10
Concrete curb and gutter
LF
40
$25.00
$1,000.00
11
Bituminous street patch
SY
70
$25.00
$1,750.00
Total Part 1 - 7916 - 28th Avenue
$13,995.00
North
Part 2 - 9125 -34th Avenue North
12
Construct MH -3 w /casting over pipe EA
1
$1,800.00
$1,800.00
13
12" Perforated drain pipe
LF
34
$28.00
$952.00
14
12" PVC sanitary sewer, SDR 35
LF
110
$25.00
$2,750.00
15
24" dia. yard drain w/R1642, Type
EA
2
$1,100.00
$2,200.00
C, grate
16
Reshape yard swale
LS
1
$600.00
$600.00
17
Sodding, lawn type
SY
550
$3.00
$1,650.00
18
Topsoil borrow
CY
40
$12.00
$480.00
19
Remove concrete curb and gutter
LF
20
$10.00
$200.00
20
Remove bituminous pavement
SY
40
$5.00
$200.00
21
Sawing Bituminous Pavement
LF
55
$3.00
$165.00
22
Remove and reconstruct chain link
LF
140
$5.00
$700.00
fence
23
Remove and reconstruct wood fence
LF
50
$5.00
$250.00
24
Concrete curb and gutter
LF
20
$25.00
$500.00
25
Bituminous street patch
SY
40
$25.00
$1,000.00
26
4" drain the
LF
100
$15.00
$1,500.00
Total Part 2 - 9125 -34th Avenue
$14,947.00
North
Part 3 - 2880 Valle Vista
27
Connect 12" pipe to ex. CB
EA
1
$650.00
$650.00
28
12" Perforated drain pipe
LF
195
$28.00
$5,460.00
29
4" drain tile
LF
10
$20.00
$200.00
30
24" dia. yard drain w/R 1642, Type
EA
1
$1,100.00
$1,100.00
C, grate
31
Sodding, lawn type
SY
420
$3.00
$1,260.00
32
Topsoil borrow
CY
20
$12.00
$240.00
Total Part 3 - 2880 Valle Vista
$8,910.00
34 -98 -8 1 8 \contract.wK P -2
Total Part 1 - 7916 - 28th Avenue
North
Total Part 2 - 9125 -34th Avenue
North
Total Part 3 - 2880 Valle Vista
Base Bid Total
$13,995.00
$14,947.00
$8,910.00
$37,852.00
34- 98- 818 \contract.wb2 P-3
The final amount of the contract shall be determined by multiplying the final measured
quantities of the various items actually constructed and installed by the unit prices
therefore, in the manner prescribed in the specifications. However, the low bidder shall
be determined by adding the sums resulting from multiplying the quantities stated by the
unit prices bid therefore.
Accompanying this bid is a bidder's bond certified check, or cash deposit in the amount of
five percent (5 of amount bid , which is at least five percent (5 %) of the amount of
my /our bid made payable to the Owner, and the same is subject to forfeiture in the
event of default on the part of the undersigned or failure on the part of the undersigned
to execute the prescribed contract and bond within fifteen (15) days after its submittal
to me /us.
In submitting this bid, it is understood that the Owner retains the right to reject any and
all bids and to waive irregularities and informalities therein and to award the contract to
the best interests of the Owner.
In submitting this bid, it is understood that payment will be by cash or check.
It is understood that bids may not be withdrawn for a period of 45 days after the date and
time set for the opening of bids. It is understood that the Owner reserves the right to
retain the certified check or bond of the three lowest bidders as determined by the Owner
for a period not to exceed 45 days after the date set for the opening of bids.
Respectfully submitted,
(A Corporation)
Dave Perkins Contracting, Inc. (An Individual)
Name (A Partnership)
Dave Perkins
Signer
President
Title
Dave Perkins
Printed Name of Signer
34 -98- 818 \contract.wK P-4
General Rec�tarez�ents
1700.1. DESCRIPTION: This work shall consist of adjusting manholes, removing
and replacing adjusting catch basins and gate valve boxes.
1700.2. LOCATION: The plans indicate the locations of each manhole, catch
basin and gate valve within the project. The necessary vertical adjustments
will be determined by the Engineer, and generally as indicated on the schedule
• adjustments.
The Contractor shall be responsible for the protection of all existing
structures during the course of the work. The Engineer shall assist with the
initial location of all manholes, catch basins and gate valve boxes.
The Contractor along with the Engineer and a representative of the Owner shall
inspect all manholes, catch basins and gate valve boxes prior to beginning
construction. Any foreign material found in these structures will be removed
immediately by the Owner's forces. Thereafter, the Contractor will Ve
responsible for removing any such foreign material which may enter the
structures during the construction period.
1700.3.1. h,�u�t Manhole & Catch_Basin Frames_- Where existing frame is
within 0.10 feet of plan grade no adjustment is to • made. In such cases the
crown or gutter shall be either lowered or raised, as the case may be, to put
the street and frame at the same grade.
Where the frame must be adjusted upward the Contractor shall accomplish thl
adjustment with standard concrete adjustment rings of the same size as the
cM.: e or slab opening. Each adjusting ring shall be placed in a full mortar
bed with the frame also resting in a full mortar bed. Adjusting rings need
to raise the casting to grade shall be incidental to the adjust item. I
1700-1
3/89 - GENERAL
Copyright 1989
Bonestroo, Rosene, Anderlik
& Associates, Inc.
3/89-GENERAL
Copyright 1989
Bonestroo, Rosene, Anderlik
& Associates, Inc.
1700.4.4.
Adjust Boxes. Adjusting
valve boxes will be measured by
the
number of
valve boxes adjusted.
170094.5.
Valve Box Extensions: Valve
box extensions shall be measured
by the
lineal feet
of extensions furnished and
installed.
1700.5.
BASIS OF PAYMENT: Payment for
manhole and valve adjustments at
the
contract
unit price shall be payment in
full for all costs incidental to
these
items.
Payment shall be made based on the following schedule:
End of Section
1700-3
3/89-GENERAL
Copyright 1989
Bonestroo, Rosene, Anderlik
& Associates, Inc.
General Requirements
24,000.1. DESCRIPTION: This work shall consist of the construction of sewers in accordance
with the requirements of the Contract. Under the numbering system used herein numbers
24,000.2 - 24,000.2.N inclusive, deal with Materials; 24,000.3 - 24,000.7.A inclusive, deal with
Construction Requirements; 24,000.8 - 24,000.8.K inclusive, deal with Method of Measurement
and 24,000.9 - 24,000.9.M, inclusive, deal with Basis of Payment. It is intended that when the
Standard Specifications do not cover the subject matter necessary to be covered, additional
numbers in the appropriate section may be utilized in the Specific Requirements and the
numerical sequence preserved.
24,000.1.A. Work Included: The Contractor shall, unless specified otherwise, furnish all
materials, equipment, tools and labor necessary to do the work required under his contract and
unload, haul and distribute all pipe, castings, fittings, manholes and accessories, The Contractor
shall also excavate the trenches and pits to the required dimensions; sheet, brace and support
the adjoining ground or structures where necessary; handle all drainage or groundwater; provide
barricades, guards and warning lights; lay and test, the pipe, castings, fittings, manholes and
accessories; backfill and consolidate the trenches and pits; maintain the surface over the trench;
remove surplus excavated material; and clean the site of the work.
The Contractor shall also furnish all equipment, tools, labor and materials required to rearrange
sewers, conduits, ducts, pipes or other structures encountered in the installation of the work.
All the work to completely construct the sewer facilities shall be done in strict accordance with
the contract documents to which these General Requirements are a part.
24,000.1.E. Specification Reference: In these General Requirements reference is made to the
Minnesota Department of Transportation Specifications which shall mean the "Standard
Specifications for Highway Construction" of the Mn/DOT, dated January 1, 1983 and
subsequent amendments.
24,000.2. MATERIALS: The materials used in this work shall be new and conform to the
requirements for class, kind and size of material specified below or as altered or more
specifically described in the "Specific Requirements", "Special Provisions" and "Proposal".
24,000.2,A. �C�I..Pi�e. Clay sewer pipe and fittings shall conform to the requirements of the
current A.S.T.M. Specification C- for extra strength clay sewer pipe. Extra strength pipe
shall be used for all Vitrified Clay Sewer Pipe on the project.
24,000.2.E. rplyvinyl Chloride Sewer e. Polyvinyl chloride sewer pipe,and fittings shall be
produced by a continuous extrusion process using Type 1, Grade I material as defined in
A.S.T.M. Spec. D-1784. The design, dimensions and wall thickness shall be in accordance with
ASTIVI Spec. D-3034, SIR 35.
24,000-G,-neral (3/94)
Copyright 1994
Bonestroo, Rosene, Atiderlik
& Associates, Inc. 24,000-1
24,000.2.0. Reinforced Concrete Sewer Pipe: The sewer pipe shall conform to the
requirements of the Standard Specifications for Reinforced Concrete Sewer Pipe, A.S.T.M.
Designation C-76 of the class designated on the plans and in the Proposal.
24,000.2.D. Corrugated Metal Pipe: Corrugated metal pipe shall conform to the Standard
Specifications for Corrugated Metal Pipe Culvert of the A.A.S.H.O. Specification M-36 with
exceptions and additions as noted in Mn/DOT Specification 3226. The kind of base metal and
gauge is stated in the "Specific Requirements". If any special coating is required, it will be
stated in the "Specific Requirements".
24,000I.E. Ductile Iron Pine: Ductile iron pipe shall conform with the requirements of
-AWNAIA Standard 0151 of the class and type stated in the "Specific Requirements". All ductile
iron pipe shall have mechanical or push-on type joints and shall have a standard thickness
cement mortar lining in accordance with AWWA Standard 0104.
Where ductile iron pipe is used as a pressure line receiving discharge from a pumping station,
all joints shall be electrically conductive by use of copper straps or approved conductive gaskets
with copper inserts.
24,000.2.F. Cast Tron Efttings,- Where ductile iron pipe is furnished, fittings shall be mechanical
joint in accordance with AWWA Standard 0110. All fittings shall be designed for 150 psi
working pressure. All fittings shall have a standard thickness of cement mortar lining in
accordance with AWWA Standard 0104. Ductile iron fittings in accordance with AWWA
Standard C-153 are considered equal.
24,000.2.01-. Joints and Joint Materials:
24,000.2.01-.1. QU Pine: Clay pipe joints shall be rubber or plastic type compression joints in
accordance with A.S.T.M. Spec. C-425. Plain-end vitrified clay pipe may be used which employ
Type B compression couplings in accordance with AS TM Specification 0594.
24,000.2.01.2. Polwinyl Chloride Pipe: Polyvinyl chloride pipe joints shall be bell and spigot
type with solvent cement applied in accordance with the manufacturer's recommendations.
Gasketed push-on type joints are considered equal.
24,000.2.6.3. Concrete Pie: Reinforced concrete pipe joints shall meet the requirements of
AST M Specification C-361 and shall be the Bureau of Reclamation Type R-4. Deformed
concrete pipe shall be jointed with material similar to Ram-Nek, Hamilton Kent, Kent Sea! No.
2 or equal gasket material applied in accordance with manufacturer's recommendations.
24,000.2.01.4. Ductile Iron Pipe: Gaskets for mechanical joint and push-on joint pipe shall be
designated and manufactured to exact dimensions to assure a liquid tight joint. All joints for
pipe used as a pressure line shall be installed with an electric contact through every joint. Joints
shalt conform to AWWA Standard 0111.
24,000-Gerteral (3/94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 24,000-2
24,000.2.G5. Corrugated Metal Pive: Corrugated metal pipe shall be joined using coupling
bands in accordance with Mn/DOT Specification 3226.
The type, style and weight of all manhole castings, special castings and catch basin castings shall
be as stated in the "Specific Requirements".
24,000.2.1. Manhole Steps:
24,000.2.1.3. Polypropylene Coated Manhole StUs. Polypropylene molded over steel
reinforcing rod and similar in design to the cast iron steps specified may be used.. All such steps
shall be M.A.. Industries (SP-1-PF-) Manhole Step, or equal.
24,000-Gleneral (3/94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 24,000-3
uninterrupted flow with all surfaces sloping to the flow line. Manholes may be supplied with
preformed inverts and watertight pipe connections for all lines 15" in diameter or smaller.
Preformed inverts will not be allowed where pipe grades are 2 percent or greater unless design
grade is built through the manhole.
All manholes, catch basin manholes and catch basins shall be constructed in accordance with
the detail plates included in the contract documents.
Where manhole or catch basin depths are less than 6.5 feet from rim to top of pipe, they shall
be built with precast concrete manhole sections and a pkecast concrete manhole slab with offset
opening suitable for street loading.
Where manholes are constructed using a precast concrete manhole top slab, the pre-cast section
immediately below the slab shall be one (1) foot in height.
"Mini-Tee" type precast manhole bottom sections may be used for the installation of all small
diameter concrete pipe sewers in lieu of the construction method described above.
24,000.2.K. Pre-Cast Segmental Block: Eight inch precast segmental radial block may be used
for the lower portion of manhole over large diameter pipe and for shallow manholes and catch
basins. Concrete used in the manufacture of these blocks shall conform to the requirements
of A.S.T.M. "Specifications for Concrete & Masonry Units for Construction of Catch Basins
& Manholes", Serial Designation C-139.
The exterior of all block manholes shall be plastered with one-half inch of mortar as per
Paragraph 24,000.5.D.
24,000-General (3/94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc, 24,000-4
24,000.2.1. Granular Materials: Granular materials used for improved pipe foundation, special
pipe bedding, or PVC pipe bedding where improved pipe foundation is required shall meet the
requirements of Mn/DOT Specification 3149H, Coarse Filter Aggregate except that hard,
durable crushed carbonate quarry rock may also be used. The material shall have the following
crushing requirements. Not less than 50% of the material, by weight, that is retained on the
No. 4 sieve shall have one or more crushed faces.
Granular materials used for pipe bedding in rock and for PVC pipe bedding where improved
pipe foundation is not required shall meet the requirements of Mn/DOT Specification 3149A,
Granular Borrow, except that 100%, by weight, shall pass the 1" sieve.
24,000.3.A.1. Of Materials at Factory: All materials, whether furnished by the Owner or by the
Contractor are subject, at the discretion of the Owner, to inspection and approval at the plant
of the manufacturer.
24,000.3.A.2. Of Materials at Delivery Point: During the process of unloading, all pipe and
accessories shall be inspected by the Contractor for loss or damage in transit. No shipment of
material shall be accepted by the Contractor until or unless notation of any lost or damaged
material shall have been made on the bill of lading by the agent of the carrier.
24,000.3.A.3. Field Inspection: All pipe and accessories shall be laid, jointed, tested for defects
and for infiltration in the manner herein specified as directed by the Engineer and subject to
his approval.
24,000.3.A.4. Disposition of Defective Material: All material found during the progress of the
work to have cracks, flaws or other defects will be rejected by the Engineer and the Contractor
shall promptly remove from the site of the work such defective material.
24,000.3.8. Contractor's Responsibility for Material:
24,000.3.8.I. 1_ esponsibility for Material Furnished by Contractor: ' The Contractor shall be
responsible for all material furnished by him and he shall replace at his own expense all such
material that is found to be defective in manufacture or that has become damaged after delivery
by the manufacturer.
24,000.3.B.2. Responsibility for Safe Storage: The Contractor shall be responsible for the sa'
storage of material furnished by or to him, and accepted • him, and intended for the worl
until it has been incorporated in the completed project.
24,000.3.C. Handling Pive & Accessories: Pipe and other accessories shall, unless otherwise
directed, be unloaded at the point of delivery, hauled to and distributed at the site of the
project by the Contractor; they shall at all times be handled with care to avoid damage.
24,000-Gerieral (3194)
Copyright 1994
Bon Roscm, Anderlik
& Associates, Inc. 24,000-5
24,000.3.D. Alignment & Grade & Underground, Surface & Overhead Utilities:
24,000.3.D.1. General: All pipe shall be laid and maintained to the required lines and grades;
with tees, wyes, catch basins, special structures and manholes at the required locations; and with
joints centered and spigots home.
Deviation from grade in excess of 0.05 percent may be cause for removal and relaying pipe at
the Contractor's expense.
24,000.3.D.2. Existing Utilities: Existing water and sewer mains, and other underground
utilities, are shown on the plans only by general location. The Owner does not guarantee that
the utilities are complete or that the locations are as shown on the plans, and the Contractor
shall be solely responsible for verifying the exact location of each of these utilities, without
additional compensation. Prior to the start of any construction, the Contractor shall notify all
utility companies having utilities in the Project Area. The Contractor shall have sole
responsibility for providing temporary support and for protecting and maintaining all existing
utilities in the Project Area during the entire period of construction, including but not limited
to the period of excavation, backfill and compaction. In carrying out this responsibility, the
Contractor shall exercise particular care, whenever gas mains or other utility lines are crossed,
to provide compacted backfill or other stable support for such lines to prevent any detrimental
displacement, rupture or other failure.
24,000.3.D.3. Deviations Occasioned by Other Utility Structures: Wherever existing utility
structures or branch connections leading to main sewers or to main drains or other conduits,
ducts,
I pipe or structures present obstructions to the grade and alignment of the pipe, they shall
be permanently supported, removed, relocated, or reconstructed by the Contractor through
cooperation with the Owner of the utility, structure or obstruction involved. In those instances
where their relocation or reconstruction is impracticable, a deviation from the grade will be
ordered and the change shall be made in the manner directed with extra compensation allowed
therefore at unit prices, if applicable.
24,000.3.D.4. Deviation with Engineer's Consent: No deviation shall be made from the
required line or grade except with the written consent of the Engineer,
24,000.3.D.5. Subsurface Exploration: It shall be the Contractor's responsibility to determine
and verify the 'location of existing pipes, valves or other underground structures as necessary to
progress with the work with no additional compensation allowed. The Engineer shall make all
known records available. All known utilities are designated on the plans in a general way as
stated in Section 24,000.3.132.
24,000-Gcperal (3/94)
Copyright 1994
Bonestroo, Rosem, Anderlik
& Associates, Inc. 24,000-6
24,000.3.D.6. Overhead Utilities & Obstructions: Overhead utilities, poles, etc., shall be
protected against damage by the Contractor and if damaged by the Contractor, shall be replaced
by him. Should it become necessary during the progress of the work to remove or relocate
existing poles, overhead utilities and obstructions, the Owner shall cause the same to be done
at no expense to the Contractor unless otherwise provided for in the "Special Provisions" or
"Specific Requirement". It will be the duty of the Contractor to visit the site and make exact
determination of the existence of any such facility prior to the submission of his bid.
24,000.3.E. Excavation & Preparation of Trench:
24,000.3.E.1. Description: The trench shall be dug to the alignment and depth shown on the
plans and only so far in advance of pipe laying as Engineer shall specify. The trench shall be
so braced (Section 24,000.3.E.11) and drained that workmen may work safely and efficiently
therein. All trenches shall be excavated and/or sheeted and braced in accordance with
applicable State Regulations relating to industrial safety to a safe angle of repose. Such angle
of repose shall be no less than that required by the Accident Prevention Division of the State
Industrial Commission or the requirements of the Occupational Safety and Health Act (OSHA)
whichever is more restrictive.
All surface water and groundwater discharges shall be conducted to natural drainage channels,
drains or storm sewers.
24,000.3.E.2. Width: The trench width at the top of the excavation may vary with and depend
upon the depth of trench and the nature of the excavated material encountered, but in any case
shall be of ample width to permit the pipe to be laid and jointed properly and the backfill to
be placed and compacted properly. The minimum width of unsheeted trench shall be 18 inches
and for pipe 10 inches or larger at least one foot greater than the nominal diameter of the pipe.
All trenches shall be excavated to conform to the State Industrial Commission Safety
requirements and applicable OSI-LA, Standards.
24,000-General (3/94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 24,000-7
The Contractor may, at his option, elect to use a Class C-2 bedding in lieu of Class C-1 bedding,
without any additional compensation allowed therefor.
24,000.3.E.3.2. Class C-2 Beddip& Where Class C-2 bedding is specified or allowed, the pipe
shall be bedded on granular materials meeting 24,000.2.N specifications. The depth of bedding
shall be one fourth of the outside diameter of the pipe barrel, but not less than six inches in
accordance with the standard detail plates.
24,000.3.E.3.3. Class B Bedding: Where Class B bedding is specified or allowed, the pipe shall
be bedded on granular materials meeting 24,000.2.N. specifications. The depth of bedding shall
be one fourth of the outside diameter of the pipe barrel, but not less than six inches, plus one
half of the outside diameter of the pipe barrel all in accordance with the standard detail plate.
24,000.3.E.3.4. Class A Bedding: Where Class A bedding is specified or allowed, the pipe shall
be bedded in the same manner as for Class C-1 bedding except that 2000 psi concrete shall be
placed around the pipe from the bottom of the trench to a point one half the outside diameter
of the pipe barrel above the bottom of the trench all in accordance with the Standard Detail
Plate.
24,000-General (3/94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 24,000-8
24,000.3.E.5. Improved Pipe Foundation: When the bottom of the trench is soft or where in
the opinion of the Engineer unsatisfactory foundation conditions exist, the Contractor shall
excavate to a depth to insure proper foundation. The excavation shall then be brought up to
pipe grade with thoroughly compacted granular materials meeting Specification 24,000.2.N. No
payment will be made for rock installed without the knowledge or consent of the Engineer nor
will payment be made for rock installed only for dewatering purposes. Payment will be made
for only the authorized granular foundation material placed under the pipe.
It shall be the Contractor's responsibility to notify the Engineer of changing soil conditions
which may be of poor bearing capacity and when organic soils are encountered. Where utilities
are placed on unstable soils without notification of the Engineer, the Contractor shall be
responsible for all repairs and correction of the installation without further compensation,
24,000.3.E.6. Pie Clearance in Rock: Ledge rock, boulders and large stones shall be removed
to provide a clearance of at least 6 inches below the outside barrel of the pipe and to a clear
width of 6 inches on each side of all pipe and appurtenances for pipe 15 inches or less in
diameter; for pipes larger than 15 inches, a clearance of 6 inches below and a clear width of 9
inches on each side of outside diameter of pipe shall be provided. Adequate clearance for
properly jointing pipe laid in rock trenches shall be provided at bell holes.
24,000.3.E.7. Pipe Bedding in Rock: Where rock is encountered, the space between the rock
and the pipe surfaces shall be backfilled with granular materials meeting specification
24,000.2.N. and thoroughly tamped. The material from the trench excavation, other than rock,
boulders, peat, silt or other unacceptable material, shall be considered as suitable material. No
additional compensation for placing or tamping this material, shall be allowed. However, in the
event that additional material must be hauled in, the hauling of the suitable granular material
for the pipe bed shall be paid for on a weight basis only when ordered placed by the Engineer.
24,000.3.E.8. Solid Rock Excavation Defined: Solid rock excavation shall include such rocks
as are not decomposed, weathered or shattered and which will require blasting, barring, wedging
or use of air tools for removal. Under this classification shall be included the removal of any
concrete or masonry structures (except concrete pavement, curb, gutter and sidewalk) or
boulders exceeding one-half (1/2) cubic yard in volume that may be encountered in the work.
24,000.3.EJ0. Bell Holes Required: Bell holes of ample dimensions shall be dug in trenches
at each joint to permit the jointing to be made properly.
24,000-General (3/94)
Copyrigbt 1994
Bonestroo, Rosene, A-nderlik
& Associates, Inc. 24,000-9
24,000.3.E.11. Braced & Sheeted Trenches: The Contractor shall adequately brace and sheet
excavations wherever necessary to prevent caving or damage to nearby property. The cost of
this temporary sheeting and bracing, unless provided for otherwise, shall be considered as part
of the excavation costs without additional compensation to the Contractor. Trench sheeting or
bracing shall remain in place until the pipe has been laid, tested for defects and repaired if
necessary, and the earth around it compacted to a depth of one foot over the top of the pipe.
Sheeting, bracing, etc. placed in the "pipe zone" (that part of the trench below a distance of one
foot above the top of the pipe) shall not be removed without the written permission or written
order of the Engineer. Sheeting ordered left in place by the Engineer shall be paid for at the
unit price bid.
The Contractor may also leave in place, at his own expense, any sheeting or bracing in addition
to that ordered left in place by the Engineer necessary to prevent injury or damage to persons,
corporations, or property, whether public or private, for which the Contractor under the terms
of this contract is liable.
24,000.3.E.12. Manner of Piling Excavated Material: All excavated material shall be piled in
a manner that will not endanger the work and that will avoid obstructing sidewalks and
driveways. Gutters shall be kept clear or other satisfactory provisions made for street drainage.
24,000.3.E.13. Maintenance of Traffic: When traffic cannot be diverted, it will be permitted
to use the highway at all times. the Contractor shall at his own expense erect and maintain
warning signs and warning barricades. The Contractor shall at his own expense, place and
maintain acceptable warning lights and barricades to protect persons from injury and to avoid
property damage.
24,000.3.E.14. Property Protection: Trees, fences, poles and all other property shall be
protected unless their removal is authorized; and any property damaged shall be satisfactorily
restored by the Contractor, or adequate compensation therefor shall be the responsibility of the
Contractor. Where tree trimming is required, all cut surfaces one inch or more in diameter
shall be covered with a coat of asphalt paint.
24,000-General (3/94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 24,000-10
24,000.3.E.15. Interruption of Water Service: No valve or other control on the existing system
shall be operated for any purpose by the Contractor without approval of the Engineer and all
consumers affected by such operation shall be notified by the Contractor at least an hour
before the operation and advised of the probable time when service will be restored,
24,000.3.E.16. Tunneling, Jacking or Excavation Other Than Oven Trench: Where pipe cannot
be placed by open trench excavation, the method for placing and payment thereof shall be
stated in the "Specific Requirements".
24,000.3.E.9.7. Manner of Handling Pipe & Accessories Into Trench: Proper 'Implements, tools
and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the
safe and convenient prosecution of the work.
24,000.3.E.18. Pipe Kept Clean: All foreign matter or dirt shall be removed from the inside
of the pipe before it is lowered. into its position in the trench, and it shall be kept clean by
approved means during and after laying. All matter entering the pipe shall be removed by the
Contractor prior to acceptance with no additional compensation allowed.
24,000.3.E.19. Laying the Pipe: The spigot shall be lubricated, centered in the bell, the pipe
shoved into position and brought into true alignment; it shall be secured there with earth
carefully tamped under and on each side of it, excepting at the bell holes. Care shall be taken
to prevent dirt from entering the joint space.
Z:�
24,000.3.E.20. Preventing Trench Water From Entering Pike°. All openings along the line of
sewer shall be securely closed, and at the suspension of work at any time, suitable stoppers shall
be placed to prevent water, earth or other substances from entering the sewer.
24,000.3.E.21. Bell Ends to Face Direction of La id Pipe laying shall proceed upgrade with
spigot ends pointing in the direction of flow.
24,000.3.E.22. Railroad & Highway Crossing: When any railroad or highway is crossed, all
precautionary construction measures required by the railroad or highway shall be followed.
Railroad or highway crossings shall be jacking or tunneling and construction and permit
requirements shall be as stated in the "Specific Requirements".
24.000.3.E.23. Unsuitable conditions for LaingYipe, No pipe shall be laid in water or when
the trench conditions are unsuitable for such work.
24,000 - General (3194)
Copyright 1994
Bon"troo, Rosenc, Anderlik
& Associates, Inc. 24,000-11
After joints are made, any superfluous material inside the pipe shall be removed by means of
an approved follower or scraper. All ' Joints must be watertight, and any leaks or defects
discovered must be immediately repaired. Any pipe which has been disturbed after being laid
must be taken up, the joint cleaned and properly relaid as directed by the Engineer.
Joints connecting cast iron pipe with concrete or clay pipes shall be made with a concrete collar
completely surrounding the joint or approved adapter.
Where a sewer line outlets to grade or where the line is terminated with a flared end section,
the Contractor shall fasten at least the last three (3) joints together by the use of "U" bolt
fasteners approved and as recommended by the pipe manufacturers.
24,000.4. SERVICE CONNECTIONS:
24,000.4.A. Wye Branches: Extra strength wye branches shall be placed at the locations
directed by the Engineer. The wye branch shall be placed so that the Wye is located at
approximately a 45o angle from horizontal. 'Vitrified or other suitable plugs shall be provided
for the openings. Plugs shall be installed with Atlastic 77, Sonolastic Sealant or equal joint
material or shall be specifically designed for the opening to be plugged,
24,000.4.B. Risers: Standard weight cast iron soil pipe shall be used as risers to extend service
connections to a point within 10 feet of the street grade or as directed. Risers shall be installed
in accordance with the standard service riser detail plate. Care shall be taken in backfilling so
as not to damage the riser installation. Suitable plugs shall be provided for the openings
properly sealed.
24,000.4.C. Records & Location of Service Connections: It shall be the duty of the Contractor
to keep an accurate record of service connections, as to location, depth to top of riser, type of
connection provided, etc. Location shall be made in respect to nearest manhole center,
downgrade from the service. This record shall be turned over to the Engineer at the end of
each week.
. I OHIM
24,000.5.A. General: All reference to manholes shall apply equally to catch basin structures
in this section of the specifications.
24,000.5.13. Excavation: Excavation shall be to a depth and size to provide for construction of
the manholes and catch basins as shown in detail on the plans.
24,000-Gencra1 (3/94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 24,000-12
24,000.5.D. Walls: Material to be used in the walls of manholes shall be as specified in Section
24,000.2. All external surfaces of concrete block manholes if permitted shall be plastered with
a 1/2 inch coat of Portland cement mortar. Mortar shall contain one part of cement to three
parts of suitable plaster sand. Lime or mortar mix shall be used in amount necessary to make
a suitable mixture for plastering purposes, but not to exceed 15% by volume of cement. Mortar
used for laying concrete block shall consist of one part Portland cement to two parts of sand
to which lime or mortar mix may be added not to exceed fifteen percent (15%) by volume of
cement.
24,000.5.E. Manhole Steps: Manhole steps shall be of the type as specified in Section
24,000.2.J. Spacing shall be as shown on the detailed manhole plans, but not greater than 16
inches in vertical alignment.
24,000.5.F. Placing Manhole Rings & Covers: The frame or ring casting shall be set to the
designation elevation in a full mortar bed.
24,000.5.G. Placing Catch Basin Frames & Covers: Where catch basins are to be placed to
final grade and castings are to be installed in curbing, then the casting and all adjusting rings
shall be encased in concrete at least 4 inches in thickness. Where curb and street work is to be
done under separate contract the casting frame shall be set in mortar only.
24,000.5.H. Drop Manhole Inlets: Encased drop inlets shall be constructed as required on the
plans and in accordance with the standard Drop Inlet Detail Plate.
24,000.6. BACKFILLING, CLEANING UP & MAINIAINING SURFACES:
24,000.6.A. Backfilliniz Procedure at Pipe Zone: All trenches and excavations shall be
backfilled immediately after pipe is laid therein. For backfill up to a level of one foot over the
top of the pipe, only selected materials free from rock, boulders, debris or other high void
content substances, shall be used. The backfilling-shall be placed completely under the pipe
haunches in uniform layers not exceeding 4 inches in depth. Each layer shall be placed, then
carefully and uniformly tamped to eliminate the possibility of lateral displacement and to
provide uniform support completely under the pipe haunches.
The backfill material shall be moistened if necessary, tamped in 4 inch layers and thoroughly
compacted under and on each side of the pipe to provide solid backing against the external
surface of the pipe.
The installation and backfilling of polyvinyl chloride pipe shall be in accordance with A.S.T.M.
D-2321 with special attention given to compacting the backfill material around the pipe to at
least 95 percent of maximum density to a distance of one foot above the top of the pipe.
24,000-General (3/94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 24,000-13
24,000.6.B. Backfill Procedure Above Pipe Zone: (Type "A") Procedure where settlement is
allowable. Succeeding layers of backfill may contain coarser materials and shall be free from
pieces of rock, concrete or clay lump more than one cubic foot in volume, roots, stumps, tin
cans, rubbish, frozen materials and other similar articles whose presence in the backfill would
cause excessive settlement. This type of backfilling may be accomplished above the pipe zone
by any mechanical means or otherwise, at the option of the Contractor. Surface shall be
maintained in passable condition for traffic until date of final inspection. Backfilling under
exposed existing utilities shall be compacted to prevent settlement and any future displacement.
24,000.6.C. Backfill Procedure Above Pipe Zone: (Type "C") Succeeding layers of backfill may
contain coarser materials and shall be free from pieces of rock, concrete or clay lump more than
one cubic foot in volume, roots, stumps, tin cans, rubbish, frozen materials and other similar
articles whose presence in the backfill would cause excessive settlement. This type of backfilling
may be compacted by puddling with hose and long pipe nozzle or by flooding the trench, as the
backfilling is accomplished above the pipe zone by any mechanical means or otherwise at the
option of the Contractor. It is important that proper precautions be taken to prevent flooding
of the pipe when flooding the trench, and the Contractor shall be wholly responsible for neglect
of these precautions.
24,000.6.D. Procedure Where No Settlement is Allowable: (Type "C") Succeeding layers of
backfill may contain coarser materials and shall be free from pieces of rock, concrete or clay
lump more than one cubic foot in volume, roots, stumps, tin cans, rubbish, frozen materials and
other similar articles whose presence in the backfill would cause excessive settlement. This type
of backfilling shall be placed in uniform layers, before compaction, of approximately 6 inches,
tamped by mechanical means to the density specified in the Specific Requirements.
24,000.6.E. Procedure Where No Settlement is Allowable: (Type "D") Succeeding layers of
backfill shall be made of selected materials meeting requirements as set forth in the "Specific
Requirements." This type of backfilling shall be placed in uniform layers, before compaction,
of approximately 6 inches, tamped by mechanical means to the density specified in the Specific
Requirements.
24,000.6.F. Density Tests: Density tests will be performed by an approved soils testing firm at
various locations and depths throughout the project as directed by the Engineer. The
Contractor shall cooperate fully and provide assistance as necessary to complete these tests with
no additional compensation being made to the Contractor.
All testing costs pertaining to passing tests shall be paid for by the Owner. All testing costs
pertaining to failing tests will be charged to and paid for by the contractor.
Where areas have not been compacted sufficiently to meet specific density requirements, these
areas shall be excavated and recompacted until the density requirements are met. All cost for
the work associated with recompaction shall be the Contractor's sole responsibility.
24,000-General (3/94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 24,000-14
24,000.6.G. Deficiency of Backfill, By Whom Supplied: Any deficiency in the quantity of
material for backfilling the trenches, or for filling depressions caused by settlement, shall be
supplied by the Contractor with no extra compensation allowed. Any settlement which occurs
shall be refilled by the Contractor. Material shall be provided at the Contractor's expense and
the material shall be approved by the Engineer.
24,000.6.H. Disposal of Excess Materials and Debris: Unless otherwise specified, excavated
material either not suitable or not required for fill material shall be disposed of by the
Contractor outside of the right-of-way at his expense in any manner he may elect subject to the
provisions of the following paragraph.
Before dumping such materials or debris on a private or public land, the Contractor must obtain
from the Owner of such land written pen for such dumping and a waiver of all claims
against the Owner for any damage to such land which may result therefrom together with all
permits required by law for such dumping. A copy of such permission, waiver of claims and
permit shall be filed with the Engineer before said disposal is made.
24,000.6.f. Restoration of Surface: All surfaces disturbed during the construction period,
whether caused by actual excavation, deposition of excavated material, or by the construction
equipment, shall be returned to its original conditions or better. Exceptions to the above, if any,
or special instructions pertaining to any particular section of the project will be outlined in the
"Special Provisions".
24,000.6.J. Cleaning Up: Surplus pipe line material, tools and temporary structures shall be
removed by the Contractor, and all dirt, rubbish, caused by his operations and excess earth from
excavations shall be hauled to a dump provided by the Contractor and the construction site shall
be left to the satisfaction of the Engineer.
Clean up and restoration shall include the replacement and restoration of all street signs,
mailboxes, posts, fences and similar items disturbed by the construction described herein.
Unless othemise noted in the Special Provisions or Proposal all items of clean-up and
restorations shall be considered incidental to the contract with no additional compensation
allowed,
The maximum allowable rate of leakage shall not exceed 1.00 gallons per mile per inch diameter
of pipe per day.
24,000-Cicneral (3/94)
Copyright 1994
Bonestroo. Roseric., Andwlik
& Associates, Lic. 24,000-15
24,000- General (3194)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 24,000-16
24,000.8.0. Constructing Catch Basins: Catch basins will be measured by the number of catch
basins completed as to shape, size, and depth according to the plans.
24,000.8.H. Improved Pipe Foundation: Granular materials placed for improving pipe
foundation below the specified pipe bedding shall be measured by the lineal foot of pipe placed
with improved foundation in six inch depth increments of granular material placed. As an
example, if two feet of granular material is required for improved pipe foundation under a 12"
pipe installed with C-2 bedding; six inches of material is required for Class C-2 bedding and
improved pipe foundation shall be measured as three lineal feet, six inches deep.
24,000.8.J. Drop Inlets: Drop inlets will be measured by depth from the lowest invert of the
manhole to the invert of the pipe being served by the drop inlet.
24,000.8.K. Special Structures & Appurtenances: Methods of measurement for special
structures and appurtenances not included above shall be as stated in the "Special Provisions,"
"Specific Requirements," and "Proposal".
24,000.9. BASIS OF PAYMENT:
24,000.9.A. Trench Excavation & Backfill: Regardless of the width excavated, sewer pipe
furnished and installed with bedding will be paid for at the Contract Unit Price per linear foot
of pipe falling within each of the following depth zones as measured from the profile grade:
From 0' to 8', from 8' to 10', and two foot increments thereafter,
24,000-General (3/94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 24,000-17
24,000.9.F. Service Riser Pipe: Service riser pipe will be paid for at the Contract Unit Price
per linear foot for the vertical distance from the centerline of the sewer to the top of riser.
Concrete reinforcement of the main sewer and riser pipe as described in Section 24,000.4.B.
shall be considered as incidental and will not constitute a pay item.
24,000.9.0-. Constructing nholes to Depth of Eight Feet: Constructing of manholes to a
depth of eight, (8) feet will be paid for at the Contract Unit Price per manhole which shall
include furnishing and placing the manhole frame and cover. This section also applies to all
catch basin manholes and catch basins.
24,000.9.H. Constructing Manholes to a Depth Greater than Eight Feet. Constructing of
manholes to a depth greater than eight (8) feet will be paid for at the Contract Unit Price per
manhole plus the unit price per linear foot for each foot of depth that is greater than eight feet.
This section also applies to all catch basin manholes and catch basins.
24,000.9.1. Constructing Catch Basins: Constructing catch basins as shown on the plans will be
paid for at the Contract Unit Price per catch basin which shall include furnishing and placing
the catch basin frame and grating.
24,000.9.J. Improved Pipe Foundation: Authorized granular materials for improving Firm
foundation in place shall be paid for at the Contract Unit Price per lineal foot for each six in
layer placed below pipe bedding. I
24,000.9.1. Sand Cushion: Granular material for a sand cushion in place in rock excavation
shall be paid for at the Contract Unit Price per ton.
24,000.9.2,. Drop Inlet Pipe: Drop inlets in place shall be paid for at the Contract Unit Price
per linear foot which shall be payment in full for the extended manhole base, encasement, drop
pipe, cast iron tee, cast iron pipe and concrete collar. Payment shall be made for sewer pipe
from center to center of all manholes as per Section 24,000.8.0. when cast iron pipe is extended
for drop inlets.
24,000.9.M. Special Structures & Appurtenances: Basis of payment for special structures and
appurtenances not included above shall be stated in the "Special Provisions," "Specific
Requirement," and "Proposal".
Fort �*�V
24,000 - General (3/94)
Copyright 1994
Bonestroo, Rosene, Anderlik
& Associates, Inc. 24,000-18
C
9
11 t`
� � � � .��
u;�, �
� „� �+t
�� �� �� � + f ar
»ut bottom of rnonhm|e to 1/2
meter at pipe and slope grout
toward invert.
9
�
C
�
FOIFEWIMV
nho|e steps shall be placed
that offset vertical portion
cone is facing downstream.
Neenah fn3rne and cover or equal
lettered, "Storm Sewer" with
2 concealed pick holes.
K4|nirnunn of 2 rnoxirnurn of 6
concrete adjustment rings with full
bed of mortar between each.
Kdoxinnurn 24"Ad'uotrnent Allowed
InclUding Rings And Costing.
0" Precast Reinforced Concrete Manhole
Slab with #4 Bars at 5 o.c. Each
'
arid 2—#4 Bans at all Sides of Openin
Manhole steps, Copolymer Polypropylene
Plastic, With 1/2 Grade 60 Steel
Reinforcement Or Fouo[ 16 On
Center.
AU 'oints in manhole to have
°0" ring rubber gaskets.
Pipe ahoU be out out flush
with inside face of wall.
8° thick x 8`-0 diameter
precast concrete slob
with #4 @ 8" e.vv.
STANDARD DETAILS
STORM SEWER JUNCTION MANHOLE
WITH REINFORCED TOP SLAB
Lost ision.
Feb. 1995
T BRA Plate No,
R1642B
27"
7"
Ess.Bro.309
27"
7"
9
�
C
�
FOIFEWIMV
nho|e steps shall be placed
that offset vertical portion
cone is facing downstream.
Neenah fn3rne and cover or equal
lettered, "Storm Sewer" with
2 concealed pick holes.
K4|nirnunn of 2 rnoxirnurn of 6
concrete adjustment rings with full
bed of mortar between each.
Kdoxinnurn 24"Ad'uotrnent Allowed
InclUding Rings And Costing.
0" Precast Reinforced Concrete Manhole
Slab with #4 Bars at 5 o.c. Each
'
arid 2—#4 Bans at all Sides of Openin
Manhole steps, Copolymer Polypropylene
Plastic, With 1/2 Grade 60 Steel
Reinforcement Or Fouo[ 16 On
Center.
AU 'oints in manhole to have
°0" ring rubber gaskets.
Pipe ahoU be out out flush
with inside face of wall.
8° thick x 8`-0 diameter
precast concrete slob
with #4 @ 8" e.vv.
STANDARD DETAILS
STORM SEWER JUNCTION MANHOLE
WITH REINFORCED TOP SLAB
Lost ision.
Feb. 1995
T BRA Plate No,
+ + + + + + +
/z + + +
+ + +
+ + Granular Borrow
+ + + + + + yWnDOT Spec.
+ +
+
3149A Mod.
+ + +
8" ++~+++++++++^��� �
diameter of pipe
Pipe Foundation Improvement material (3149H Mod.)
considered incidental with cost of pipe and
tranular borrow material (3149A Mod.) in this area
Compacte
io+'12LMinj "Dia" Denotes outside
diameter of pipe
BEDDING METHODS
FOR PVC
K LostRevision - :
May 1996
ffBRAP]Iot�e N]o
1 -25B
1-258.DWQ
Foundation
Mo d.
increments typ.
io+'12LMinj "Dia" Denotes outside
diameter of pipe
BEDDING METHODS
FOR PVC
K LostRevision - :
May 1996
ffBRAP]Iot�e N]o
1 -25B
1-258.DWQ
Distance to � variable
1/2r 3r J
1 /2ffr
ti slope
3 4 per ft
m
Q !s
8" 24"
6" Distan to vari
1/2"r
slope
3 /off per ft
tv
4
1 8„ 1
6" Dis tance to variable
1/2 r
{fr
1/2"r
Q slope
�o I/ per ft
2
92_4- 01.DWG 1 =1
Cotohbosin Frame Qc Cover
Neenah R-3067 or equal
with type DL Grate
��
��
��
��
NOTE
Catchbusin to be depressed 2°
below design gutter line grade
ISOMETRIC
No Scale
°
�
.�
c '
of 18 Min. Transition
m
Top Of
u x 2'
| Curb \ |
No Scale
°
10' Min Transition
�
| |x
/ | uu
12 — #4 Rebors
Frame 8c Coating
B618 CURB & GUTTER I
CONSTRUCTION AT CATCHBASIM
Sonestroo
Rosene
Associates
Engineers & Architects
St. Paul, Minnesota
B618 CURB & GUTTER I
CONSTRUCTION AT CATCHBASIM
NOTE:
Surmountable Curb & Gutter to be formed
into a 8618 type at catchbosin.
Catchbasin Frame & Cover
Neenah R-3067 or equal
with type DL Grate
I
NOTE
Catchbasin to be depressed 2"
below design gutter line grade.
V ,
Surmountable Concrete
Curb & Gutter
#4 Rebors
0
C
. 0 - - 10 ' Min. Transition
Top of 2"
x
0- Curb
Design gutter line grade
\— 2 — #4 Rebors
Frame & Costing
0. a 0 0.
LO
"Last — Revisiio — n,
�I
Mar., 1983
FPI Na.
I S 0"' M E TR I C
No Scale
10' Min. Transition
C
0
CL
x
Uj
Sonestroo
Rosene
&
V Anderlik
I
Associates
Engineers & Architects
St. Paul, Minnesota
0. a 0 0.
LO
"Last — Revisiio — n,
�I
Mar., 1983
FPI Na.
I S 0"' M E TR I C
No Scale
10' Min. Transition
C
0
CL
x
Uj
F Precast concrete
top slob.
5
STANDARD DETAILS
SEAL BETWEEN
TOP SLAB & MANHOLE SECTION
SP-61 DWG
Bonestroo
Posene
Anderlik
Associates
Engineers & Architects
St. Paul, Minnesota
STANDARD DETAILS
SEAL BETWEEN
TOP SLAB & MANHOLE SECTION
SP-61 DWG
2" x 2" wood staket
8' Maximum spacing
X
:2
:D
:2
z
5�
r�)
Direction Of runo" 0
Support post anchororm
in--situ soil I
Engineering fabric, Mircfi
"Envirofence" or equal.
Fabric anchorage trench
Backfill trench with
tamped natural soil
cat
I .
6"
11
Note: Attach fabric to
support posts with
loth and staples
Bonestroo
Rosene
Anderiik &
Associates
Engineers & Architects
St. Paul, Minnesota
Engineering fabric, Mircfi
"Envirofence" or equal.
Fabric anchorage trench
Backfill trench with
tamped natural soil
cat
I .
6"
11
Note: Attach fabric to
support posts with
loth and staples
Grout buttorn of rnonhO|e to 112
diameter at pipe and slope grout
2" toward invert.
Manhole steps uhoU be placed
so that offset vertical portion
of cone is facing downstream.
--� /A| " 'ointe in manhole to have
----
"0 ring rubber gaskets.
PLAN Neenoh R16428 fnJrne and cover
or equal with 2 concealed pick holes.
�
0
|
'
oo ^
( | J o==fp
|1 | L
6 SECTION
Minimum of 2 maximum of 4
concrete adjustment rings with full
bed of mortar between each.
6" Precast reinforced concrete manhole
2—#4 bars all sides of opening.
Manhole steps, Neenah R1981J
or c-qual, 16" on center.
Ah,in steps approved.
8" Precast reinforced concrete manhole
2—#4 bars all sides of opening.
Where sewer runs straight through
a standard manhole, the pipe shall
be continuous. The top 1/2 of the
pipe shall be broken out
after completion.
Pipe shall be cut out flush
with inside face of wall.
Compact to top of pipe, to first joint.
Minimum slab thickness, 6" for 14'
depth. increase thickness 1" for
each 4' of depth greater than 14',
and reinforce with 6"x6" 10/10 mesh.
STANDARD DETAILS
MANHOLE WITH REINFORCED
CENTER & TOP SLABS
992���
Sonestroo
Rosen e
Engineers & Architects
St. Paul, Minnesota
Minimum of 2 maximum of 4
concrete adjustment rings with full
bed of mortar between each.
6" Precast reinforced concrete manhole
2—#4 bars all sides of opening.
Manhole steps, Neenah R1981J
or c-qual, 16" on center.
Ah,in steps approved.
8" Precast reinforced concrete manhole
2—#4 bars all sides of opening.
Where sewer runs straight through
a standard manhole, the pipe shall
be continuous. The top 1/2 of the
pipe shall be broken out
after completion.
Pipe shall be cut out flush
with inside face of wall.
Compact to top of pipe, to first joint.
Minimum slab thickness, 6" for 14'
depth. increase thickness 1" for
each 4' of depth greater than 14',
and reinforce with 6"x6" 10/10 mesh.
STANDARD DETAILS
MANHOLE WITH REINFORCED
CENTER & TOP SLABS
992���
12" min.
Perforated pipe
(MnDot Type I)
L 36" Min,-,]
I " I
STANDARD DETAILS
PERFORATED
PIPE DRAIN
R-1642 Frame W/
Type C Grate
24 D iq.12" Perforated
Pipe (See Trench Detail)
LGrout invert
Precast Concrete
Bose Slab
STANDARD '
YARD DRAIN (YD)
Lost :Revision:
Feb . 191915�
BRA Plate No.
1001
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P- D
FKUUUL,tK (651)227-8405 FAX (651)227-0507
r. C. Field & Company
530 North Robert St reet
P.O. Box 64016
St. Paul, MN 55164
Attn: Carole Matson Eut 21
wVUmtb -------------- ................ —......... ............ --......... ----......
—�
Dave Perkins Contracting, Inc.
14230 Basalt street ww
|
Ramsey, Mw 55303-0277
uo/nz/1nyo
ONLY AND CONFERS wV RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND Ow
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
COMPANY Transportation Insurance Co.
COMPANY Transcontinental Insurance Co
COMPANY
COMPANY
THIS mm CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED m THE INSURED NAMED ABOVE FOR THE POLICY PERIO1
INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
--`-----................ — ........ -----................. .............................................. ............... ----[----------�----------------------
icv �psnp/woomxwos � pou«'womoen �pouovsppecnve�puuovsxnnxnuw� LIMITS DATE (MM/DD/YY) DATE (MM/DDfYY)
LTR
Project: City of New xove, sy Backyard Drainage project, client proj #o«y, onx pzle #34-98-818
uonest,00, nosene, xnuerlix m Assocs.
Engineers m Architects
Attu: Vince Vander rop, P.E.
xaas west Highway ss
St. pam. Mm 55113
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL RWEA)qW MAIL
3u_ DAYS WRITTEN NOTICE rn THE CERTIFICATE HOLDER NAMED roTHE LEFT,
AUTHORIZED REPRESENTATIVE
Nan o//io/nuzc . �
GENERAL LIABILITY
GENERAL AGGREGATE
$
1,000,000
X COMMERCIAL GENERAL LIABILITY
CLAIMS MADE X :OCCUR:
OWNER'S & CONTRACTOR'S PROT
EACH OCCURRENCE
$
1,000,000
FIRE DAMAGE (Any one fire)
$
AUTOMOBILE LIABILITY
COMBINED SINGLE LIMIT
$
X ANY AUTO
X ALL OWNED AUTOS
BODILY INJURY
X SCHEDULED AUTOS
Per person)
$
X HIRED AUTOS
BODILY INJURY
X NON-OWNED AUTOS
a
(Per accident)
GARAGE LIABILITY
AUTO ONLY - EA ACCIDENT
$
ANY AUTO
OTHER THAN AUTO ONLY
EACH ACCIDENT
$
AGGREGATE $
EXCESS LIABILITY
EACH OCCURRENCE
$
OTHER THAN UMBRELLA FORM
Retention
$
10,000
WORKERS COMPENSATION AND
IAI 111-
LIM
EL EACH ACCIDENT
$
100,000
PARTNERS/EXECUTIVE
EL DISEASE - POLICY LIMIT
$
500,000
OFFICERS ARE: EXCL
EL DISEASE - EA EMPLOYEE
$
OTHER
:Hired/Rented Equipment
$25,000 Limit;
$500
Ded., ACV
A
�01077062311
04/30/1999
04/30/2000
Project: City of New xove, sy Backyard Drainage project, client proj #o«y, onx pzle #34-98-818
uonest,00, nosene, xnuerlix m Assocs.
Engineers m Architects
Attu: Vince Vander rop, P.E.
xaas west Highway ss
St. pam. Mm 55113
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL RWEA)qW MAIL
3u_ DAYS WRITTEN NOTICE rn THE CERTIFICATE HOLDER NAMED roTHE LEFT,
AUTHORIZED REPRESENTATIVE
Nan o//io/nuzc . �