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CONTRACT DOCUMENTS
, FOR
BITUMINOUS SURFACING,
CONCRETE CURB & GUTTER,
ST~RM SEWER, CONCRETE SIDEWALK,
AND APPURTENANT WORK
DOWNTOWN STREET IMPROVEMENTS
CITY PROJECT NO. 89-11
FOR THE CITY OF PRIOR LAKE
SCOTT COUNTY, MINNESOTA
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PREPARED BY
CITY OF PRIOR LAKE
4629 DAKOTA STREET S.E.
PRIOR LAKE, MINNESOTA 55372
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I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly Registered
Professional Enqineer under the laws of the state
of Minnesota.
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_ ~ - Larry J. Anderson
~ CITY ENGINEER
Date: 5/15/89
Reg. No. 10609
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Bruce Lon
ASSISTANT CITY
Date: 5/15/89
Reg. No. 17590
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BITUMINOUS SURFACING, STORM SEWER!
CONCRETE SIDEWALK { CON~~TE CURB AND GUTTERS
AND APPURTENANT WORK
PROJECT t89-11
FOR THE CITY OF PRIOR LAKE
SCOTT COUNTY, MINNESOTA
TABLE OF CONTENTS
Certification
Table of Contents
Advertisement for Bids
Paqes
1
2
2
Biddinq Requirements. Contract Forms, and Conditions of the
Contract
Document No.
Title
Pages
00100
00300
00500
00610
00620
00700
00800
00850
Instructions to Bidders......................8
Bid Proposal................................17
Form of Agreement............................ 5
Form of Payment Bond.........................2
Form of Performance Bond.....................2
General Conditions..........................33
Supplementary Conditions.....................8
Drawings. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Section Number Special Provisions
Paqes
01010
01011
01025
02101
02140
02104
02105
02111
02112
02113
02211
02231
02331
02341
02357
02502
02511
02521
02531
02575
02611
02621
02622
Special Provisions..........................10
Location and Description of Work.............3
Measurement and Payment......................9
Clearin9 and Grubbing........................1
Dewater1ng. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Removin9 Miscellaneous Structures............2
Excavat10n and Embankment....................2
Test Roll ing. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Subgrade Preparation.........................1
Boulevard Preparation........................1
Aggre<Jate Base...............................1
Bitum1nous Patching Mixture..................2
Plant Mixed Bituminous Pavement..............1
Plant Mixed Bituminous Surface (Modified)....6
Bituminous Tack Coat.........................1
Subsurface Drains............................2
Riprap. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Walks. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Concrete Curbing.............................2
Turf Establishment...........................3
watermain Construction.......................6
Sanitary Sewer Construction..................3
Storm Sewer Construction.....................5
section Number special provisions
Paqes
02700
02900
02950
02571'
Trench Excavation and Backfilling............4
Protection and Restoration of Property.......2
Miscellaneous Construction Items.............3
Plant Installation...........................2
standard utilities s~ecifications for watermain and Service Line
Installation and San1tary Sewer and Storm Sewer Installation...76
Schedules:
The following Detail Plates are bound with the Specifications:
City of Prior Lake
standard Plate Numbers: 101,
204,
303,
401,
405,
602,
102,
301,
304,
402,
503,
603.
104,
302,
305,
404,
504,
Soils Reports:
MnDOT
Standard Plate Numbers: 0004A, 3000K, 3006F,
3040F, 3100G, 3133B,
3145E, 4010G, 4011D,
4012A, 4020B, 4180H,
7035J, 7036C, 7100F.
Allied Test Drilling Company, dated March 9,
1989.
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ADVERTISEMENT FOR BIDS
BITUMINOUS SURFACING, CONCRETE CURB & GUTTER,
STORM SEWER, CONCRETE SIDEWALK, & APPURTENANT WORK
CITY PROJECT NO. 89-11
DOWNTOWN STREET IMPROVEMENT
BIDS CLOSE JUNE 14, 1989
PRIOR LAKE, MINNESOTA
NOTICE IS HEREBY GIVEN that sealed proposals will be received by
the City Council of the City of Prior Lake, Minnesota at the
Prior Lake City Hall located at 4629 Dakota Street S.E., Prior
Lake, Minnesota 55372 until 10:00 A.M. on the 14th day of June,
1989, and will be publicly opened at said time and place by two
or more designated officers or agents of the City of Prior Lake,
said proposals for the furnishing of all labor and materials for
the construction, complete in place of the following:
~pproximate Quantities
Common Excavation
Subgrade Excavation
A<Jgre~ate Base, Class 5
B1tum1nous Material for Mixture
Bituminous Mixture
Concrete Curb & Gutter, B618
Concrete Sidewalk
storm Sewer Pipe
Storm Sewer Structures
6,850 CY
2,000 CY
10,000 TONS
450 TONS
8,200 TONS
19,000 LF
12,500 SF
2,100 LF
22 EACH
Proposals arriving after the designated time will be returned
unopened.
The Bids must be submitted on the proposal forms provided in
accordance with contract documents, plans and specifications as
prepared by the City of Prior Lake, 4629 Dakota street S.E.,
Prior Lake, Minnesota 55372, upon deposit of fifty dollars
($50.00) per set. The full amount of the deposit for one set
only of drawings and specifications will be returned to
contractors who submit a bona fide bid and who return the
drawings and specifications in good condition within fifteen (15)
days after the opening of bids.
No bids will be considered unless sealed and filed with the city
4629 Dakota St. S.E., Prior Lake, Minnesota 55372 I Ph. (612) 4474230 I Fax (612) 447.4245
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Clerk of Prior Lake and accompanied by a cash deposit, cashier's
check, bid bond or certified check payable to the Clerk of the
City of Prior Lake, for five (5'> percent of the amount bid to be
forfeited as liquidated damages in the event that the bid be
accepted and bidder shall fail to enter promptly into a written
contract and furnish the required bond.
No bids may be withdrawn for a period-of thirty (30) days from
the date of opening of bids. The City of Prior Lake reserves the
right to reject any or all bids. Further, the city reserves the
ri<Jht to accept a bid higher than the lowest bid if, in the
op1nion of the Council, the public interest will be better
served. In
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Dated: s. David J".
ci Manager
city of Prior Lake, Minnesota
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To be published in the Construction Bulletin on May 19th and May
26th, 1989.
To be published in the Prior Lake American on May 22nd and May
29th, 1989.
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DOCUMENT 00100
INSTRUCTIONS TO BIDDERS
1. DEFINED TERMS:
Terms used in these Instructions to Bidders which are defined
in the Standard General Conditions or the Supplementary
Conditions have the meanings assigned to them in the General
Conditions or Supplementary Conditions. The term "Successful
Bidder" means the lowest, qualified, responsible Bidder to
whom OWNER fon the basis of OWNER'S evaluation as hereinafter
provided) g1ves Notice of Award.
2. COPIES OF BIDDING DOCUMENTS:
2.1 Complete sets of the Biddin~ Documents in the number and
for the deposit sum stated 1n the Advertisement for Bids
may be obtained from the City of Prior Lake Engineering
Department, 4629 Dakota Street, S.E. Prior Lake,
Minnesota 55372. The deposit will be refunded to
Bidders who submit a bona fide Bid and return the
Biddin~ Documents to the ENGINEER or OWNER in ~ood
condit1on within fifteen dafs after openin~ of B1ds.
Biddinq Documents are on f1le at the off1ce of the
OWNER, for review during normal working hours.
2.2 Complete sets of Bidding Documents shall be used in
preparinq Bids; neither OWNER nor ENGINEER assume any
responsibility for errors or misinterpretations
resultinq from the use of incomplete sets of Biddinq
Documents.
2.3 OWNER and ENGINEER in making copies of Bidding Documents
available on the above terms do so only for the purpose
of obtaining Bids on the Work and do not confer a
license or grant for any other use.
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3. QUALIFICATIONS OF BIDDERS:
To demonstrate qualifications to perform the Work, each
Bidder must be pre~ared to submit within five days of OWNER'S
request written eV1dence of financial data, and previous
experience. Each Bid must contain evidence of Bidder's
9Ualification to do business in the State where the Project
1S located, or covenant to obtain such qualification prior to
Notice of Award.
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4 . EXAMINATION OF CONTRACT DOCUMENTS AND SITE:
4.1 Before submitting a Bid, each Bidder must (a) examine
the Contract Documents thoroughly, fb} visit the site to
familiarize himself with local cond1tions that may in
any manner affect cost, progress, or performance of the
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Work, (c) familiarize himself with federal, state and
local laws, ordinances, rules and regulations that may
in any manner affect cost, progress or performance of
the Work, and (d) study and carefully correlate Bidder's
observations with the Contract Documents.
Reference is made to the Supplementary Conditions for
the identification of those reports of investiqations
and tests of subsurface and latent physical conditions
at the site or otherwise affectinq cost, progress or
performance of the Work which have been relied upon by
ENGINEER in preparing the Drawings and Specifications.
Copies of such reports are bound with the
Specifications. These reports are not guaranteed as to
accuracy or completeness, nor are the~ a ~art of the
Contract Documents. Before submitt1ng h1S Bid each
Bidder will, at his own expense, make such additional
investigations and tests as the Bidder may deem
necessary to determine his Bid for ~erformance of the
Work in accordance with the time, pr1ce and other terms
and conditions of the Contract Documents.
On request OWNER will provide each Bidder access to the
site to conduct such investigations and tests as each
Bidder deems necessary for submission of his Bid.
The lands upon which the Work is to be performed,
Rights-of-way for access thereto and other lands
designated for use by CONTRACTOR in performing the Work
are identified in Section 01011, "Location and
Description of Work".
The submission of a Bid will constitute an
incontrovertible representation by the Bidder that he
has complied with every requirement of this Article 4
and that the Contract Documents are sufficient in scope
and detail to indicate and convey understandinq of all
terms and conditions for performance of the Work.
5. INTERPRETATIONS:
4.2
4.3
4.4
4.5
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All questions about the meaning or intent of the Contract
Documents shall be submitted to ENGINEER in writing. Replies
will be issued by Addenda mailed or delivered to all parties
recorded by ENGINEER as having received the Bidding
Documents. Questions received less than four days prior to
the date for opening of Bids will not be answered. Only
questions answered by f04.al written Addenda will be bindinq.
Oral and other interpretations or clarifications will be
without legal effect.
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6. BID SECURITY:
6.1 Bid security shall be made payable to the OWNER, in an
amount of stated in the Advertisement for Bids of the
Bidder's maximum Bid price and in the form of a
certified or bank check or a Bid Bond, Issued by a
Surety meeting the requirements of paragraph 5.1 of the
General Conditions.
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6.2 The Bid Bonds of the Successful Bidder will be retained
until such Bidder has executed the Agreement and
furnished the required contract Bonds, whereupon it will
be returned; if the Successful Bidder fails to execute
and deliver the A9reement and furnish the required
contract Bonds with1n 15 days of the Notice of Award,
OWNER may annul the Notice of Award and the Bid Bond of
that Bidder will be forfeited. The Bid Bond of any
Bidder whom OWNER believes to have a reasonable chance
of receiving the the Notice of Award (generally the
second and third low Bidder) may be retained by OWNER
until the earlier of the seventh day after the
"effective date of the Aqreement" (Which term is defined
in the General Conditions) by OWNER to COh~AACTOR and
the re9Uired contract Bonds are furnished or the
sixty-f1rst day after the Bid opening. Bonds of other
Bidders will be returned within seven days of the Bid
opening.
7. ~ONTRACT TIME:
The number of days within which, or the date by which, the
Work is to be completed (the Contract Time) is set forth in
the Bid Proposal Form and will be included in the Special
Provisions.
8. LIQUIDATED DAMAGES:
provisions for liquidated damages, if any, are set forth in
the Special Provisions.
9. SUBSTITUTE MATERIAL AND EQUIPMENT:
The contract, if OWNER gives Notice of Award, will be on the
basis of material and e~ipment described in the Drawings or
specified in the Spec1fications without consideration of
,?ossible substitute or "or-equal" Items. Whenever it is
1ndicated in the Drawings or specified in the Specifications
that a substitute or "or-equal" Item of material or equipment
may be furnished or used by CONTRACTOR if acceptable to
ENGINEER, application for such acceptance will not be
considered by ENGINEER until after the "effective date of the
Agreement". The procedure for submittal of any such
application by CONTRACTOR and consideration by ENGINEER is
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set forth in ~aragraphs 6.7, 6.7.1 and 6.7.2 of the General
Conditions wlich may be supplemented in the General
Requirements/Special Provisions.
10. SUBCONTRACTORS, ETC.
10.1 If the Bid Proposal or Supplementary Conditions require
the identity of certain Subcontractors and other persons
and organizations to be submitted to OWNER in advance of
the Notice of Award, the apparent Successful Bidder, and
any other Bidder so re~ested, will within seven days
after the day of the B1d opening submit to OWNER a list
of all Subcontractors and other persons and
or~anizations (including those who are to furnish the
pr1ncipal Items of material and equipment) proposed for
those ~ortions of the Work as to which such
identif1cation is so required. Such list shall be
accompanied by an experience statement with ~ertinent
information as to similar projects and other eV1dence of
qualification for each such Subcontractor, person and
organization if requested by OWNER. If OWNER or
ENGINEER, after due investigation, has reasonable
objection to an~ proposed Subcontractor, other person or
organization, e1ther may, before giving the Notice of
Award, request the apparent Successful Bidder to submit
an acceptable substitute without an increase in Bid
price. If the apparent Successful Bidder declines to
make any such substitution, the OWNER will not give
Notice of Award to such Bidder, but his declininq to
make any such substitution will not constitute grounds
for sacrificinq his Bid Bond. Any Subcontractor, other
person or organization so listed and to whom OWNER or
ENGINEER does not make written objection prior, to the
giving of the Notice of Award will be deemed acceptable
to OWNER and ENGINEER.
10.2 In contracts where the Contract Price is on the basis of
Cost-of-the-Work Plus a Fee, the apparent Successful
Bidder, prior to the Notice of Award shall identify in
writinq to OWNER those portions of the Work that such
Bidder proposes to subcontract and after the Notice of
Award may only subcontract other portions of the Work
with OWNER'S written consent.
10.3 No COh~KACTOR shall be required to employ any
Subcontractor, other person or organization against whom
he has reasonable objection.
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11. BID PROPOSAL FORM:
11.1 One Bid Prolosal Form is attached hereto and an
additional uDjound copy is provided to each Bidder
requesting Contract Documents. Additional copies may be
obtained from the ENGINEER.
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11.2 Bid Proposal Forms must be com~leted in ink or by
typewriter. The bid price of eaCl Item on the form must
be stated in words and numerals; in case of a conflict,
words will take precedence.
11.3 Bids by corporations must be executed in the corporate
name by the president or a vice-president (or other
corporate officer accompanied by evidence of authority
to sign) and the corporate seal must be affixed and
attested by the secretary or an assistant secretary.
The corporate address and state of incorporation shall
be shown below the signature.
11.4 Bids by partnerships must be executed in the partnership
name and be signed by a partner, whose title must appear
under the signature and the official address of the
partnership must be shown below the signature.
11.5 All names must be typed or printed below the signature.
11.6 The Bid shall contain an acknowledgement of recei~t of
all Addenda (the number of which shall be filled 1n on
the Bid Proposal Form).
11.7 The address to which communications regarding the Bid
are to be directed must be shown:
12. SUBMISSION OF BIDS:.
12.1 Bids shall be submitted at the time and place indicated
in the Invitation to Bid or Advertisement for Bids and
shall be included in an opaque sealed envelope, marked
with the Project title and name and address of the
Bidder and accompanied by the Bid security and other
required documents. If the Bid is sent through the mail
or other delivery system, the sealed envelope shall be
enclosed in a separate envelope with the notation "BID
ENCLOSED" on the face thereof. Bids arriving at the
designated place after the designated time. will be
returned to the Bidder unopened.
13. MODIFICATION AND WITHDRAWAL OF BIDS:
13.1 Bids may be modified or withdrawn by an appropriate
document duly executed (in the manner that a Bid must
be executed) and delivered to the place where Bids are
to be submitted at any time prior to the opening of
Bids.
13.2 If, within twenty-four hours after Bids are opened, any
Bidder files a duly signed written notice with OWNER and
promptly thereafter demonstrates to the reasonable
satisfaction of OWh~K that there was a material and
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substantial mistake in the preparation of his Bid, that
Bidder may withdraw his Bid and the Bid security will be
returned. Thereafter, that Bidder will be disqualified
from further Bidding on the Work.
14. OPENING OF BIDS:
14.1 When Bids are opened publicly they will
and an abstract of the amounts of the
major alternates (if any) will be made
the opening of Bids.
14.2 When Bids are opened privatelr, an abstract of
amounts of the base Bids and maJor alternates (if
will be made available to Bidders within seven
after the date of Bid opening.
be read
base Bids
available
aloud
and
after
the
any)
days
15. BIDS TO REMAIN OPEN:
All Bids shall remain open for sixtf days after the day of
the Bid opening, but OWNER may, ~n his sole discretion,
release any Bid and return the Bid security prior to that
date.
16. AWARD OF COh~hACT:
16.1 OWNER reserves the right to reject any and all Bids, to
waive any and all informalities and to negotiate terms
of the Contract Documents with the Successful Bidder,
and the right to disregard all nonconforming,
non-responsive or conditional Bids. The quantities
shown on the Bid Proposal Form are estimated and are
furnished only as a basis to prepare a Bid and to
determine the lowest Bidder. The Bid price shall be
determined by multiplying the unit price bid per Item
times the estimated quantity per Item. The sum total of
all bid prices shall be the Contract Price and the basis
for determining the lowest Bid. Discrepancies between
words and figures in a unit ~rice bid will be resolved
to harmonize with the Bid ~r1ce. If neither the words
or figures in the unit pr1ce harmonize with the Bid
price, the words will be used as the unit price bid.
16.2 In evaluating Bids, OWNER shall consider the
qualifications of the Bidders, whether or not the Bids
comply with the ~rescribed re9Uirements, and alternates
and unit ~rices ~f requested ~n the Bid forms. It is
OWNER'S 1ntent to accept alternates (if anf are
accepted) in the order in which they are listed ~n the
Bid pro~soal Form but OWNER may accept them in any order
or comb1nation.
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16.3 OWNER may consider the qualifications and experience of
Subcontractors and other persons and organizations
(including those who are to furnish the principal Items
of material or equipment) proposed for those portions of
the Work as to which the identity of Subcontractors and
other persons and orqanizations must be submitted as
provided in the Supplementary Conditions. operating
costs, maintenance considerations, performance date and
guarantee of Materials and equipment may also be
considered by OWNER.
16.4 OWNER may conduct such investi9ations as he deems
necessary to assist in the evaluat10n of any Bid and to
establish the responsibility, qualifications and
financial ability of the Bidders, proposed
Subcontractors and other persons and organizations to do
the Work in accordance with the Contract Documents to
OWNER'S satisfaction within the prescribed time.
16.5 If the OWNER gives Notice of Award, it will be ~ivend to
the lowest Bidder whose evaluation by OWNER ind1cates to
OWNER that the award will be in the best interests of
the Project.
16.6 The OWNER reserves the right to accept or reject any, or
all Bids, and also the right to waive any formal defects
in Bids when deemed for the best interests of the OWNER.
Further, the OWNER reserves the right to accept a Bid
higher than the lowest Bid, if in the opinion of the
council, the public interest will be better served.
16.7 If the contract is awarded, OWNER will ~ive the
Successful Bidder a Notice of Award within s1xty days
after the day of the Bid opening or other specified
date.
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17. PERFORMANCE AND OTHER BONDS:
para9raph 5.1 of the General Conditions and the Supplementary
Cond1tions set forth OWNER'S requirements as to performance
and other Bonds. When the Successful Bidder delivers the
executed Agreement to OWNER, it shall be accompanied by the
required contract Bonds.
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18. SIGNING OF AGREEMENT:
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When OWNER gives a Notice of Award to the Successful Bidder,
it will be accompanied by at least three unsigned
counterparts of the Agreement and all other Contract
Documents. Within fifteen days thereafter, COh~~CTOR shall
sign and deliver at least three counterparts of the Aqreement
to OWNER with all other Contract Documents attached. within
ten days thereafter, OWNER will deliver all fully siqned
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counterparts to CONTRACTOR. ENGINEER will identify those
portions of the Contract Documents not fully signed by OWNER
and COh~.KACTOR and such identification shall be binding on
all parties.
19. SPECIAL LEGAL REQUIREMENTS:
19.1 Special Legal Requirements, if any, will be included in
Special Provisions.
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DOCUMENT 00300
BID PROPOSAL FORM
FOR
BITUMINOUS SURFACING t CONCRETE CURB AND GUTTER (
STORM SEWER. CONCRETE SIDEWALK. AND APPURTENANT WORK
PROJECT t89-11
FOR THE CITY OF PRIOR LAKE
SCOTT COUNTY, MINNESOTA
By
, 1989
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Honorable Mayor and City Council
City of Prior Lake, Minnesota
Honorable Mayor and Council Members:
We have examined the site of the Work and are familiar with the
Drawings and Specifications, and propose to furnish all labor,
Materials, skills and facilities which are necessary for utility
and street construction in accordance with the Drawings,
Specifications, and Addenda Nos. and thereto,
prepared by the City of Prior Lake Engineering Department, Prior
Lake City Hall, 4629 Dakota Street S.E., Prior Lake, Minnesota
55372, for the respective unit and lump sum prices set forth
hereinafter.
B.P. 1
BITUMINOUS SURFACINGt CONCRETE CURB AND GUTTER(
STORM SEWER, CONC~'~';E SIDEWALK, AND APPURTENANT WORK
PROJECT '89-11
STREET AND STORM SEWER
Item 1
1 L.S. - MObilization, MnDOT 2021, price per
Lump Sum @
Dollars ($
) = $
Item 2
10 Trees - Clear Right-of-way and Easement
areas, MnDOT 2101, price per Tree @
Dollars ($
) = $
Item 3
10 Trees - Grub Right-of-way and Easement
areas, MnDOT 2101, price per Tree @
Dollars ($
) = $
Item 4
1,270 L.F. - Remove and dispose of existing concrete
curb and gutter, MnDOT 2104, price per Lineal Foot @
Dollars ($
) = $
Item 5
1,911 L.F. - Remove and dispose of existing storm
sewer pipe, MnDOT 2104, price per Lineal Foot @
Dollars ($
) = $
Item 6
11,642 S.F. - Remove and dispose of existing concrete
sidewalk, MnDOT 2104, price per Square Foot @
Dollars ($
) = $
Item 7
6,750 S.F. - Remove and dispose of existing concrete
driveway, MnDOT 2104, price per Square Foot @
Dollars ($
) = $
Item 8
8,362 S.Y. - Remove and dispose of existing bituminous
pavement, MnDOT 2104, price per Square Yard @
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Dollars ($
) = $
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B. P. 2
Item 9
22 Each - Remove and dispose of existing catch basin/
manholes, MnDOT 2104, price per Each @
Dollars ($
) = $
Item 10
7,983 L.F. - Saw existing bituminous pavement, MnDOT
2104, price per Lineal Foot @
Dollars ($
) = $
Item 11
21 Each - Salvage frame and ring castings, MnOOT
2104, price per Each @
Dollars ($
) = $
Item 12
1 Lump Sum - Remove Concrete Foundation, MnOOT
2104, price per Lump Sum @
Dollars ($
) = $
Item 13
7,250 C.Y. - Common excavation, MnDOT 2105,
price per Cubic Yard @
Dollars ($
) = $
Item 14
2,500 C.Y. - Subgrade excavation, MnDOT 2105,
price per Cubic Yard @
Dollars ($
) = $
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Item 15
2,003 C.Y. - Topsoil borrow (L.V.), MnDOT 2105,
complete in place, price per Cubic Yard @
Dollars ($ ) = $
Item 16
3,000 Tons - Granular borrow, MnDOT 2105, including
excavation and disposal of unstable soils, complete
in place, price per Ton @
Dollars ($
) = $ .
Item 17
69.5 R.S. - Test ROlling, MnDOT 2111, price per
Road station @
Dollars ($
) = $
B.P. 3
Item 18
69.5 R.S. - Subgrade preparation, MnDOT 2112, price
per Road station @
Dollars ($
) = $
Item 19
19,100 L.F. - Boulevard preparation, price per Lineal
Foot @
Dollars ($
) = $
Item 20
8,821 Tons - Class 5 aggregate base, 100% crushed,
MnDOT 2211, complete in place, price per Ton @
Dollars ($
) = $
Item 21
355 Tons - Bituminous patching mixture, complete
in place, price per Ton @
Dollars ($
) = $
Item 22
303 Tons - Bituminous material for mixture,
MnDOT 2331, price per Ton @
Dollars ($
) = $
Item 23
1,201 Tons - Leveling course mixture, MnDOT
2331, complete in place, price per Ton @
Dollars ($
) = $
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Item 24
4,515 Tons - Base course mixture, MnDOT 2331,
complete in place, price per Ton @
Dollars ($
) = $
Item 25
190 Tons - Bituminous material for mixture,
MnDOT 2341, price per Ton @
Dollars ($
) = $
Item 26
3,063 Tons - Wearing course mixture, MnDOT 2341,
complete in place, price per Ton @
Dollars ($
) = $
B.P. 4
Item 27
563 Tons - Bituminous mixture for driveways,
MnDOT 2341, complete in place, price per Tons @
Dollars ($
) = $
Item 28
2,019 Gal. - Bituminous material for tack coat,
MnDOT 2357, price per Gallon @
Dollars ($
) = $
Item 29
150 Tons - Crushed rock foundation, complete
in place, price per Ton @
Dollars ($
) = $
Item 30
1 Each - 15" RC apron with trash guard,
complete in place with joint ties, price per Each @
Dollars ($ ) = $
Item 31
1 Each - 30" R.C. apron with trash guard,
complete in place with joint ties, price per Each @
Dollars ($ ) = $
Item 32
30 L.F. - Perforated 15" R.C.P., class 5, MnDOT
2502, laid at plan depth, includes geotextile, price per Lineal Foot @
Dollars ($
) = $
Item 33
224 L.F. - 12" R.C.P., class 5, MnDOT 2503, laid
at plan depth, incl. six short radius bends and connection to
existing 12" C.P., price per Lineal Foot @
Dollars ($ ) = $
Item 34
444 L.F. - 15" R.C.P., class 5, MnDOT 2503, laid
at plan depth, price per Lineal Foot @
Dollars ($
) = $
Item 35
8 L.F. - 18" R.C.P., class 5, MnDOT 2503, laid
at plan depth, includes 18" plug, price per Lineal Foot @
Dollars ($
) = $
B.P. 5
Item 36
39 L.F. - 21" R.C.P., class 3, MnOOT 2503, laid
at plan depth, price per Lineal Foot @
Dollars ($ ) = $
Item 37
1,227 L.F. - 27" R.C.P., class 3, MnOOT 2503, laid
at plan depth, price per Lineal Foot @
Dollars ($ ) = $
Item 38
34 L.F. - 30" R.C.P., class 3, MnDOT 2503, laid
at plan depth, price per Lineal Foot @
Dollars ($ ) = $
Item 39
60 L.F. - 15" C.M.P., gage 16, MnDOT 2503, laid
at plan depth, includes connection to existing 15" C.M.P., price per
Lineal Foot @
Dollars ($ ) = $
Item 40
- 38 L.F. - 24" C.M.P., gage 16, MnOOT 2503, laid
at plan depth, includes 22.5 degree bend and connection to existing
24" C.M.P., price per Lineal Foot @
Dollars ($
) = $
Item 41
66 L.F. - 8" D.I.P., class 52, MnDOT 2503, laid
at plan depth, includes two 7.5 degree and one 45 degree bends, price
per Lineal Foot @
Dollars ($
) = $
Item 42
268 L.F. - 15" P.V.C. pipe, SDR 35, MnOOT 2503, laid
at plan depth, price per Lineal Foot @
Dollars ($
) = $
Item 43
16 Each - Construct catch basin, 2' X 3', complete
with casting and grate, price per Each @
Dollars ($
) = $
Item 44
6 Each - Construct catch basin/manhole, 48" I.D.,
complete with casting and grate, price per Each @
Dollars ($
) = $
B. P. 6
Item 45
4 Each - Construct manhole, 54" 1.0., complete
with casting and cover, price per Each @
Dollars ($
) = $
Item 46
10 L.F. - Reconstruct manhole, MnDOT 2506, price
per Lineal Foot @
Dollars ($
) = $
Item 47
46 Each - Adjust frame and ring castings to grade,
MnDOT 2506, price per Each @
Dollars ($
) = $
Item 48
19 Each - Adjust gate valve and b~x to grade, price
per Each @
Dollars ($
) = $
Item 49
200 Tons - Random Riprap, class II, MnDOT 2511, price
per Ton @
Dollars ($
) = $
Item 50
120 Tons - Granular filter blanket, MnDOT 2511, complete
in place, price per Ton @
Dollars ($
) = $
Item 51
11,692 S.F. - 4" concrete walk, including 4" sand cushion,
MnDOT 2521, complete in place, price per Square Foot @
Dollars ($
) = $
~
Item 52
1,690 S.F. - 4" exposed aggregate concrete walk, including
4" sand cushion, MnDOT 2521, complete in place, price per
Square Foot @
Dollars ($
) = $
-
I
Item 53
3,684 S.F. - 4" concrete walk with concrete paver joints,
including 4" sand cushion, complete in place, price per
Square Foot @
,......
Dollars
($
) = $
B.P. 7
Item 54
19,100 L.F. - Concrete curb and gutter, design B-618,
MnDOT 2531, complete in place, price per Lineal Foot @
Collars ($
) = $
Item 55
852 S.Y. - 6" concrete driveway pavement, MnDOT 2531, with
4" sand cushion, complete in place, price per Square Yard @
Dollars ($
) = $
Item 56
250 L.F. - silt fence, preassembled, MnDOT 2573, complete
in place, price per Lineal Foot @
Dollars ($
) = $
Item 57
2 Acr. - Seed, mixture 5, MnDOT 2575, price per Acre @
Dollars ($
) = $
Item 58
25,000 S.Y. - Soddinq, type A, MnDOT 2575, price per
Square Yard @
Dollars ($
) = $
Item 59
4 Tons - Mulch material, type 1, MnDOT 2575, price
per Ton @
Dollars ($
) = $
Item 60
1,000 Lbs. - Commercial fertilizer, 12-12-12, MnDOT 2575,
price per Pound @
Dollars ($
) = $
Item 61
1,100 S.F. - Remove and replace timber retaining wall,
price per Square Foot @
.Dollars ($
) = $
Item 62
600 S.F. - Install 6" X 6" timber retaininq wall,
complete in place, price per Square Foot @
Dollars ($. ) = $
B.P. 8
Item 63
75 s.r. - Install rock retaining wall, complete in
place, price per Square Foot @
Dollars ($ ) = $
Item 64
39 Each - Remove and replace traffic control signs,
price per Each @
Dollars ($ ) = $
Item 65
146 Each - Remove and replace/relocate mailbox, price
per Each @
Dollars ($
) = $
Item 66
1 Lump Sum - Plant Installation, MnDOT 2571,
per Lump Sum @
Dollars ($
) = $
SUBTOTAL - STREETS AND STORM SEWER
BID ITEMS 1 - 66 $
:-
WATERMAIN BID ITEMS
Item 67
265 L.F. - 6" D.I.P. Class 52 watermain,
complete in place, price per Lineal Foot @
Dollars ($
) = $
Item 68
7 Each - Furnish all labor and materials to complete
6" to 6" watermain wet tap connection, price
per Each @
Collars
($
) = $
Item 69
100 L.F. - 1" type "K" copper tap service,
complete in place, price per Lineal Foot @
Dollars ($
) = $
Item 70
805 L.F. - 3/4" t~e "K" cOJ?per tap service,
complete in place, pr1ce per L1neal Foot @
Dollars ($
) = $
B. P. 9
.~;,..
r--
Item 71
9 Each - 6" MJ RS gate valve with valve box,
complete in place, price per Each @
I"""""
I
Dollars (,$
) = $
Item 72
15 Each - Furnish all labor and materials to repack
existing gate valves, price per Each @
Dollars ($
) = $
Item 73
2 Each - Install 1" corporation stop, includinq
watermain tap, price per Each @
Dollars ($ ) = $
Item 74
2 Each - Install 1" curb stop and curb box,
complete in place, price per Each @
Dollars ($ ) = $
Item 75
123 Each - Adjust existing curb boxes to grade,
price per Each @
Dollars ($ ) = $
Item 76
45 Each - Expose existinq water service,
price per Each @
Dollars ($ ) = $
Item 77
805 L.F. - Remove existing water service,
price per Lineal Foot @
Dollars ($ ) = $
Item 78
23 Each - Remove and replace existing curb stop and
box, price per Each @
Dollars ($
) = $
Item 79
7 Each - Install 6" MJ hub hydrant, 7'-6" bury,
complete in place, price per Each @
Dollars ($ ) = $
B.P. 10
,.-
Item 80
2 Each - Furnish all labor and materials to relocate
existing hydrant, price per Each @
Dollars ($
) = $
Item 81
6 L.F. - Extend existing hydrant, price per
Lineal Foot @
Dollars ($
) = $
Item 82
6 Each - Remove and dispose of existing hydrant,
price per Each @
Dollars ($
) = $
Item 83
1,000 Lbs. - MJ D.I.P. fittings, complete in
place, price per Pound @
Dollars ($
) = $
Item 84
100 S.F. - Insulation, complete in place,
price per Square Foot @
Dollars ($
) = $
Item 85
35 HR. - Locate existing curb box, includes excavation,
backfilling, and compaction, price per Hour @
Dollars ($
) = $
SUBTOTAL - WATERMAIN
BID ITEMS 67 - 85 $
Item 86
31 L.F. - Install 8" P.V.C (SDR 35) sanitary sewer,
including connections to existing 8" V.C.P. and/or manhole,
complete in place, price per Lineal Foot @
Dollars ($ ) = $
Item 87
50 L.F. - Install 4" P.V.C (schedule 40) sanitary sewer
service, including connections to existing pipe,
complete in place, price per Lineal Foot @
Dollars ($ ) = $
B.P. 11
- ---<".'. "--'<If- J
-
-
!
Item 88
200 L.F. - Install 6" P.V.C (schedule 40) sanitary sewer
service, including connections to existinq pipe,
complete in place, price per Lineal Foot @
Dollars ($
) = $
Item 89
2 Each - Furnish all labor and materials to connect to
existinq sanitary sewermain (saddle connection - 4" or 6"
service), price per Each @
Dollars ($
) = $
SUBTOTAL - SANITARY SEWER
BID ITEMS 86 - 89 $
STREET AND STORM SEWER TOTAL $
WATERMAIN TOTAL $
SANITARY SEWER TOTAL $
==================================================
GRAND TOTAL $
B.P. 12
The quantities stated hereinbefore are approximate only. Payment
will be made for the quantities of Work ordered and actually
installed com~lete. The provisions of MnDOT 1903 shall not apply
to any items 1n this Project.
We agree that the OWNER intends to qive the Notice of Award for
all of the Work shown in the Bid Proposal to one responsible
Bidder in the best interest of the OWNER.
The OWNER reserves the right to accept or reject any, or all
BidS, and also the ri~ht to waive any formal defects in Bids when
deemed for the best 1nterests of the OWNER. Further, the OWNER
reserves the right to accept a Bid higher than the lowest Bid, if
in the opinion of the Council, the public interest will be better
served.
Accompanying this Bid Proposal Form is the required Bid Bond, the
same bein~ subject to forfeiture according to the Minnesota
statutes 1n the event of default by the undersigned.
We have examined the site of the Work and are acquainted with all
conditions affecting the construction of the Work.
Where there appears a discrepancy between the written words and
numerals in a unit price bid, the OWNER reserves the right to
accept and give effect to the words or numerals in the unit price
bid which correspond and harmonize with the extension of the
particular Item, and to disre~ard the words or numerals which do
not correspond and harmonize w1th the extension of the particular
Item, and to disregard the words or numerals which do not
correspond and harmonize therewith. If neither the written words
nor the numerals in the unit price bid correspond and harmonize
with the extension of that particular Item, the written words in
the unit price bid shall govern.
All Addenda shall become a part of the Bid and shall be submitted
with the Bid. The CONTRACTOR shall insert Addenda numbers in the
s-,ace where indicated in the Bid Proposal Form. The COh.~..t<ACTOR
siall also complete the attached Subcontractors and equipment
lists.
We agree that if this Bid Proposal is accepted, we will execute
the Contract Documents in the form attached to the Specifications
and will furnish a Bond in the full amount of the Contract Price
and in the form attached to the Specifications.
B.P. 13
.y: """~.*",,,.j.ll! ..~
If we receive a Notice of Awardl we will furnish Materials and
construct the Work as descr bed, on or before the Specified
Completion Date in the Special Provisions.
Respectively submitted,
Firm Name:
Signed by:
Address of Bidder:
B. P. 14
AFFIDAVIT AND INFORMATION REQUIRED OF BIDDERS
Affidavit of Non-Collusion:
I hereby swear (or affirm) ~nder the penalty for perjury:
1. That I am the Bidder (if the Bidder is an individual), a
partner in the Bidding ~artnership (if the Bidder is a
partnership), or an off1cer or em~loyee of the Bidding
corporation having authority to s1gn on its behalf (if
the Bidder is a corporation).
2. That the attached Bid or Bids have been arrived at by
the Bidder independently, and have been submitted
without collusion with, and without, any other vendor of
Materials, supplies, equipment, or services described in
the invitation to Bid, designed to limit independent
Bidding or competition.
3. That the contents of the Bid or Bids have not been
communicated by the Bidder or its employees or agents to
any person not an employee or agent of the Bidder or its
surety on any Bond furnished with the Bid or Bids, and
will not be communicated to any such person prior to the
official opening of the Bid or Bids; and
4. That I have fully informed m~self regarding the accuracy
of the statements made in th1S affidavit.
signed
Firm
Name
Subscribed and sworn to before me
This day of , 1988.
Notary Public
My commission expires on
Bidders E.I. Number
(Number used on Employer's Quarterly Federal Tax Return, U.S.
Treasury Department Form 941).
, 19
'.......
"....
{
We shall use the followinq equipment if the Notice of Award is
qiven to us:
EQUIPMENT
Motor Grader
Frond End
Loader
Trucks
MANUFACTURER'S
NAME
MODEL
NO.
AGE
NO. OF
EACH
Paver
-
Pneumatic
Roller
Steel Wheel
Roller
CUrb Machine
Backhoe
Earth Mover
Dozer
other
"'--~
We shall use the following Subcontractors if the Notice of Award
is given to us:
Subcontractor's Name
Type of Construction
'..
-
.-
DOCUMENT 00500
AGREEMENT
THIS AGREEMENT, made as of the
19 , by and between a
day of
,
of corporation, partnership,
their business name), a
state where incorporated or formed and
Minnesota general partnership, etc.),
"Contractor", and the City of Prior Lake,
co~~oration (hereinafter called the
referred to as the "city").
(name of contractor, i.e., name
all contracting individuals and
(name of
whether a corporation,
hereinafter called the
a Minnesota municipal
"Owner" and sometimes
RECITALS
WHEREAS, Contractor has been selected by the Owner in
accordance with Minnesota law to provide materials, equipment and
labor necessary for construction and completion of certain
improvements as set forth herein, and
WHEREAS, Contractor has agreed to perform its obligations,
covenants and undertakings as contained herein in consideration
for payment as contained herein,
NOW, THEREFORE, in consideration of the mutual promises,
covenants and conditions as hereinafter set forth, the parties
agree as follows:
1. The Contractor agrees to provide all the materials,
equipment and labor necessary for the complete construction of
all the improvements, work and/or obligations of Contractor
(hereinafter referred to as "Work") as required by the drawings,
specifications, exhibits, conditions, covenants and agreements as
contained in the documents prepared by
for Project , collectively referred to as "Contract
Documents", and to do everything required by the Contract
Documents previously furnished to the Contractor by the OWner and
receipted for by the Contractor.
2. The Contractor agrees that the Work contemplated by the
Contract Documents shall be entirely completed on or before
, 19
3. The Owner agrees to pay Contractor in current funds for
the performance of its obligations pursuant to the Contract
Documents the sum of
Dollars ($ ), sub~ect to the additions and deduct10ns
as provided for 1n the specif1cations to the Contract Documents
r
I
and to make payments on account of the
provided for in said specifications,
stated:
Contract Documents as
except as hereinafter
4. The Contractor and the Owner agree that the Contract
Documents, including but not limited to the specifications,
drawings, standard ~eneral conditions, instructions to bidder,
supplementary cond1tions, special provisions, standard utility
specifications, if anf, and Contractor bids, and such other
~rovisions as conta1ned in the Contract Documents, are
1ncorporated herein by reference and are a part of this Agreement
as if attached or re~eated herein. With respect to the drawings
and specifications Wh1Ch are part of the Contract Documents, the
Contractor and Owner agree that the followin~ shall constitute a
complete list of said drawings and specificat1ons:
Specifications:
Drawings:
5. Prior to execution of this Agreement, the Contractor
shall furnish to the Owner for review by the City Engineer and/or
City Attorney all bid bonds, performance bonds, letters of credit,
insurance certificates, evidence of insurance in final form, as
required by the Contract Documents. In addition, prior to
execution of this Agreement, the Contractor, if a partnership or
corporation, shall furnish to the City Engineer and/or City
Attorney such resolutions, opinions of counsel, or evidence of
authority required to ensure that the Contractor, upon its
execution of this Agreement, shall be fully bound by its terms.
6. Contractor Representations. Contractor represents and
warrants that neither the execution and delivery of this
Agreement, consummation of the transactions contemplated hereby,
nor the fulfillment of or a compliance with the terms and
conditions of this Agreement is prevented or limited by, or in
conflict with or will result in breach of, the terms, conditions
or provisions of any restriction of Contractor, or evidence of
indebtedness, agreement or instrument of whatever nature to which
Contractor is now party or by which it is bound or will
constitute a default under any of the foregoing. Contractor
further represents and warrants that Contractor will cooperate
with the owner with respect to any litigation commenced with
respect to the Work contem~lated herein. Contractor represents
and warrants that the Work w1ll conform to all laws, regulations
and ordinances of all local, state and federal government
authorities.
r--
7. Non-Discrimination. The provisions of Minnesota
statutes, Bectlon 181.59, and of Chapter 11, Title 1, of Prior
Lake City Code, which relate to civil rights and discrimination
and affirmative action shall be considered a part of this
Agreement as though wholly set forth herein, and Contractor
agrees to comply therewith. In addition, Contractor specifically
agrees:
a. That with respect to any and all businesses
conducted or acts performed pursuant to this
A~reement, Contractor shall be deemed an employer
w1thin the meaning of Chapter 11 and shall be
subject to the provisions of Chapter 11.
b. That in the event Contractor fails to perform the
aforesaid contractual provisions of Chapter 11,
this Agreement may forthwith be terminated and
cancelled in whole or in part by Owner and
Contractor shall be liable for any costs or expense
incurred by OWner in obtaining from other sources
the Work and services to be rendered or ~erformed
or the goods or properties to be furn1shed or
delivered to Owner under this Agreement so
terminated or cancelled.
c. That should Owner in a proceeding brought as
provided in Chapter 11 find that Contractor has
engaged in discrimination in connection with this
Agreement and issue a cease and desist order with
respect thereto, owner shall uphold up to 15% of
the said contract price, if applicable, until such
time as Owner's order has been complied with or
said other contracting party has been adjudicated
not guilty of such discrimination.
d. That Contractor will permit access to any and all
records pertaining to hiring and employment and to
other pertinent data and records for the purpose of
enablin~ Owner, its agencies or re~resentatives, to
ascerta1n c~~~liance with the prov1sions of Chapter
11 applicable to Contractor.
That Chapter 11 shall be binding on
contractors, subcontractors, or suppliers.
8. Assiqnment. Contractor represents and agrees for
itself, its successors and assigns that Contractor has
not made or created and that it will not make or create
or suffer to be made or created any total or partial
sale, assignment, conveyance or any trust or power to
transfer in any other mode or form of or with respect to
this Agreement or any part thereof or interest therein
or in Contractor without the prior written approval of
Owner.
e.
all
9. General.
The terms and provisions hereof shall be
upon and inure to the benefit of the
representatives, successors and assigns
parties hereto.
b. Whenever in this A~reement it shall be required or
permitted that not~ce or demand be given or served
by either party to this Agreement to or on the
other party, such notice shall be delivered
personally or mailed by United states mail to the
addresses hereinafter set forth by certified mail
(return receipt requested). Such notice or demand
shall be deemed timely 9iven when delivered
personally or when depos1ted in the mail in
accordance with the above. The address of the
parties hereto are as follows, until changed by
notice given as above:
a.
binding
heirs,
of the
If to the Owner:
City Engineer
4629 Dakota street S.E.
Prior Lake, MN. 55372
Glenn R. Kessel, Esq.
Lommen, Nelson, Cole, & Stageberg, P.A.
1100 TCF Tower
Minneapolis, MN. 55402
-
with a copy to:
If to Contractor:
with a copy to:
c. Except as otherwise provided in this Agreement, the
riqhts and remedies of the parties to this
Agreement, whether provided by law or bf this
Agreement shall be cumulative, and the exerc~se by
either party of anyone or more of such remedies
shall not preclude the exercise by it, at the same
or different times, of any other such remedies for
the same default or breach or of any of its
remedies for any other default or breach or of any
of its remedies for any other default or breach by
the other party. No waiver made by either such
party with respect to the performance, or manner of
time thereof, or any obligation under this
A~reement shall be considered a waiver of any
r1qhts of the party making the waiver with respect
to the particular obligation of the other party or
condition to its own obligation beyond those
expressly waived in writing and to the extent
thereof, or a waiver in any respect in re9ard to
any other rights of the party making the wa1ver of
any other obligation of the other party. Delay by
a party hereto in instituting or prosecuting any
cause of action or claim hereunder shall not be
deemed a waiver of any rights hereunder.
d. This Agreement may be amended by the ~arties hereto
only by written instrument executed 1n accordance
with the same procedures and formality followed for
the execution of this Agreement.
e.
This Agreement may be simultaneously executed
several counterparts, each of which shall be
original and all of which shall constitute one
the same instrument.
in
an
and
IN WITNESS WHEREOF, Owner and Contractor have caused
this Agreement to be duly executed on the day and year
first above written.
Approved by the City Council
, 19
on the
day
of
CITY OF PRIOR LAKE
~
Its Mayor
By
Its City Manager
CONTRACTOR:
By
Its
~
~ts
Approved as to form:
DOCUMENT 00610
FORM OF PAYMENT BOND
KNOW ALL MEN: That we
hereinafter called the Principal, and
and
hereinafter called the Surety, or sureties, are
firmly bound unto
held
and
hereinafter called the OWNERS, and to such persons, firms and
corporations who may furnish Materials for, or perform labor on
the Work, building or improvements, contemplated in the contract
hereinafter mentioned, in the sum of
Dollars ($
)
for the payment whereof the Principal and Surety, or Sureties,
bind themselves, their heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these
presents:
WHEREAS, the Principal has by means of a written Agreement dated
entered into a contract with the O~~~ for
a copy of which Agreement is by reference made a part hereof.
NOW, THEREFORE, the conditions of this obligation are such that
if the Principal shall faithfully perform the contract on his
part, and satisfy all claims and demands incurred for the same
and shall fully indemnify and save harmless the OWNER from all
costs and damage which he may suffer by reason of failure so to
do and shall fully reimburse and repay the OWNER all outlay and
expense which the OWNER may incur in making good any such default
and shall promptl~ make payment to all persons supplfing labor or
material for use 1n the prosecution of the Work prov1ded for in
such contract, then this obligation shall be null and void;
otherwise it shall remain in full force and effect.
AND PROVIDED, that any alterations which may be made in the terms
of the contract, or in the Work to be done under it, or the
giving by the OWNER of any extension of time for the performance
of the contract, or any other forebearance on the part of either
the OWNER or the Principal to the other shall not in any way
release the princi~al and the Surety, or Sureties, or either or
any of them, the1r heirs, executors, administrators, successors
or assigns from their liability hereunder, notice to Surety, or
Sureties, of any such alteration, extension or forebearance being
hereby waived.
This Bond is made for the use and benefit of all persons, firms,
and corporations who may furnish any material or perform any
labor for or on account of said Work, building or improvements
and thef and each of them are hereby made Obilqees hereunder the
same as 1f their own proper names were written herein as such,
and they and each of them may sue herein.
Signed and Sealed this day of 19
In the presence of:
)
) as to
)
)
) as to
)
)
) as to
)
(SEAL)
(SEAL)
(SEAL)
Countersigned
by
Attorney-in-fact
DOCUMENT 00620
FORM OF PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS that
(Here insert the name and address or legal title of the
CONTRACTOR)
as Principal, hereinafter called CONTRACTOR, and
(Here insert the legal title of Surety)
as Surety, hereinafter called Surety, are held and firmly bound
unto
(Here insert the name and address or legal title of the OWNER)
as Obligee, hereinafter called OWNER, in the
amount of Dollars ($ ) for the payment hereof
CONTRACTOR and Surety bind themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally,
firmly by these presents.
WHEREAS, CONTRACTOR has by written Agreement, dated
19 entered into a contract with OWNER for
(Here insert full name and title)
which contract is by reference made a part hereof, and is
hereinafter referred to as the contract.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if
CONTRACTOR shall promptly and faithfully perform said contract,
then this obligation shall be null and void; otherwise it shall
remain in full force and effect.
8. The Surety hereby waives notice of any alteration or
extension of time made by the OWNER.
b. Whenever CONTRACTOR shall be, and declared by OWNER to be in
default under the contract, the OWNER having performed
OWNER'S obligations thereunder, the Surety may promptly
remedy the default, or shall promptly:
1. Complete the contract in accordance with its te~ws and
conditions, or
2. Obtain a Bid or Bids for submission to OWNER for
completing the contract in accordance with its terms and
conditions, and upon determination by OWNER and Surety
of the lowest responsible Bidder, arrange for a contract
between such Bidder and OWNER, and make available as
Work progresses (even though there should be a default
or a succession of defaults under the contract or
contracts of completion arranged under this paragraph)
sufficient funds to pay the cost of completion less the
balance of the Contract Price; but not exceeding,
includin~ other costs and damages for which the Surety
may be l1able hereunder, the amount set forth in the
first para~raph hereof. The term "balance of the
Contract Prl.ce" as used in.this paragraph, shall mean
the total amount payable by OWNER to CONTRACTOR under
the contract and any written Amendments thereto, less
the amount properly paid by OWNER to CONTRACTOR.
c. Any suit under this Bond must be instituted before the
expiration of two (2) years from the date on which final
payment under the contract falls due.
d. No right of action shall accrue on this Bond to or for the
use of any person or corporation other than the OWNER named
herein or the heirs, executors, administrators, or successors
of OWNER.
SIGNED AND SEALED this day of A.D. 19
In the presence of: ( ( SEAL)
(Principal
~ (
( ( SEAL)
Witness (Title
Witness
(
(Surety
(
(
Title
Countersigned
( SEAL)
by
Attorney-in-fact
This document has important legal consequences: consultation with an attorney is encouraged with
respect to its completion or modification.
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STANDARD
GE~~RAL CONDITIONS
OFTItE
CONSTRUC'lION CO~I.KACT
I""""
I
I
Prepared by
Engineers Joint Contract Documents Committee
and
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Issued and Published Jointly By
,--
NATIONAL
SOCIETY OF
PROFESSIONAL
ENGINEERS
rOU~OIO lH4
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PROFESSIONAL ENGINEERS IN PRIV ATE PRACTICE
A practice division of the
NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS
AMERICAN CONSULTING ENGINEERS COUNCIL
,--
AMERICAN SOCIETY OF CIVIL ENGINEERS
CONSTRUCTION SPECIFICATIONS INSTITUTE
,--
This document has been approved and endorsed by
The Associated Ge~: .'~~tnu:tors of America
These General Conditions have been prepared for use with the Owner-Contractor Agreements (No.
1910-S-A-1 or 1910-S-A-2, 1983 editions). Their provisions are interrelated and a change in one may
necessitate a change in the others. Comments concerning their usage are contained in the CommeRtary
on Agreements for Engineering Services and Contract Documents, No. 1910-9, 1981 edition. For
" . guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supple-
mentary Conditions (No. 1910-17, 1983 edition). When bidding is involved, the Standard Form of
Instructions to Bidders (No. 1910-12, 1983 edition) may be used.
BICDC No. I9IN (1983 Edition)
r, I JI..
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TABLE OF CONTENTS OF GENERAL CONDITIONS
Article
Number Title
I
2
3
4
-t 5
6
7
8
9
10
II
12
13
t'
\ ,
Page
DEFINITIONS ....................................................... 7
PRELIMINARY MATfERS ....".. .... ........ .... .... .......... ... 8
CONTRACT DOCUMENTS:
INTENT, AMENDING AND REUSE.... ....... .... ........ ........ 9
AVAILABILITY OF LANDS; PHYSICAL CONDITIONS;
REFERENCE POINTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
BONDS AND INSURANCE ..... ........ .............. ............. II
CONTRACTOR'S RESPONSIBILITIES. ........................... 14
OTHER WORK ..................................................... 18
OWNER'S RESPONSiBILITIES.................................... 19
ENGINEER 's STATUS DURING CONSTRUCTION .............. 19
CHANGES IN THE WORK... .......... ...... .... .............. .... 21
CHANGE OF CONTRACT PRICE ..................... .... ......... 21
CHANGE OF CONTRACT TIME. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
WARRANTY AND GUARANTEE; TESTS AND
INSPECTIONS; CORRECTION, REMOVAL OR
ACCEPTANCE OF DEFE'-IIVE WORK ........................... 24
14 PAYMENTS TO CONTRACTOR AND COMPLETION ............ 26
15 SUSPENSION OF WORK AND TERMINATION .................. 29
16 ARBITRATION. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 31
17 MISCELLANEOUS................................................. 32
3
r
Givina Notice ........................................ 17.1
Guarantee of Work-by Contractor................... 13.1
Indemnitication ................................ .~.30-6.32
Inspection, Final .................................. ~. 14.11
Inspection, Tests and ................................. 13.3
Insurance, Bonds and-in general....................... 5
Insurance, Certificates of ........................... 2.7. 5
Insurance-<ompleted operations...................... 5.3
Insurance, Contractor's Liability ...................... 5.3
Insurance. Contractual Liability ....................... 5.4
Insurance, Owner's Liability .......................... 5.5
Insurance, Property.............................. 5.6-5.13
Insurance-Waiver of Rights ......................... 5.11
Intent of Contract Documents................... 3.3,9.14
Interpretations and Clarifications ...................... 9.4
Investigations of physical conditions . . . . . . . . . . . . . . . . . .. 4.2
Labor, Materials and Equipment .................. 6.3-6.5
Laws and Regulations-definition of ........ . . . . . . . . . . . .. I
Laws and Regulations-general. .. ........... .. ....... 6.14
Liability Insurance-Contractor's ..................... 5.3
Liability Insurance-Owner's ......................... 5.5
Liens-detinitions of ................................ 14.2
Limitations on Engineer's
Responsibilities ..................... 6.6, 9. II, 9.13-9.16
(,
Materials and equipment-furnished by Contractor .... 6.3
Materials and equipment-not
incorporated in Work .............................. 14.2
Materials or equipment~quivalent ................... 6.7
Miscellaneous Provisions ............................... 17
Multi-prime contracts ................................... 7
Notice, Giving of ... .... .... .... ...... .. .... .. .. ...... 17.1
Notice of Acceptability of Project ................... 14.13
Notice of A ward-definition of .......................... I
Notice to Proceed-definition of ......................... I
Notice to Proceed-giving of .......................... 2.3
"Or-Equal" Items .......... . . . . . . . . . . . . . . . . . . . . . . . . . .. 6.7
Other contractors ....................................... 7
Other work .............................................. 7
Overtime Work-prohibition of . . . . . . . . . . . . . . . . . . . . . . .. 6.3
Owner-definition of .................................... I
Owner May Correct Defective Work. . . . . . . . . . . . . . . .. 13.14
Owner May Stop Work ............................:. 13.10
Owner May Suspend Work, Terminate .......... 15.1-15.4
Owner's Duty to Execute Change Orders............. 11.8
Owner's Liability Insurance ........................... S.S
Owner's Representative-Engineer to serve as ........ 9.1
Owner's Responsibilities-in general .................... 8
Owner's Separate Representative at site............... 9.3
~{~.'
Partial Utilization .................................. 14.10
Partial Utilization-definition of ......................... I
Partial Utilization-Property Insurance ............... S. IS
Patent Fees and Royalties ............................ 6.12
Payments, Recommendation of ........... 14.4-14.7, 14.13
Payments to Contractor-in general .................... 14
Payments to Contractor-when due ........... 14.4, 14.13
Payments to Contractor-withholdina ...,............ 14.7
Performance and other Bonds ..................... 5.1-5.2
Permits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6.13
Physical Conditions ................................... 4.2
Physical Conditions-Engineer's review............. 4.2.4
Physical Conditions-existing structures ............. 4.2.2
Physical Conditions-explorations and reports....... 4.2.1
Physical Conditions-possible document change..... 4.2.5
Physical Conditions-price and time adjustments .... 4.2.5
Physical Conditions-report of differing ............. 4.2.3
Physical Conditions-Underground Facilities.......... 4.3
Preconstruction Conference ........................... 2.8
Preliminary Matters ..................................... 2
Premises, Use of ................................ 6.16-6.18
Price, Change of Contract .............................. II
Price-Contract-definition of ............................ I
Progress Payment, Applications for. . . . . . . . . . . . . . . . . .. 14.2
Progress Payment-retainage ......................... 14.2
Progress schedule ............... 2.6, 2.9, 6.6, 6.29, 15.2.6
Project-definition of .................................... I
Project Representation-provision for................. 9.3
Project Representative, Resident-definition of .......... I
Project, Starting the ................................... 2.4
Property Insurance ............................... 5.6--5.13
Property Insurance-Partial Utilization ............... S.15
Property Insurance-Receipt and Application
of Proceeds ................................... 5.12-5.13
Protection, Safety and ........................... 6.20-6.21
Punch list ........................................... 14.11
Recommendation of Payment..... ............. 14.4, 14.13
Record Documents ................................... 6.19
Reference Points ...................................... 4.4
Regulations, Laws and ............................... 6.14
Rejecting Defective Work ............................. 9.6
Related Work at Site .............................. 7.1-7.3
Remedies Not Exclusive ..... . . . . . . . . . . . . . . . . . . . . . . .. 17.4
Removal or Correction of Defective Work ........... 13.11
Resident Project Representative-definition of ........... 1
Resident Project Representative-provision for........ 9.3
Responsibilities. Contractor's-in general ............... 6
Responsibilities, Engineer's-in general ................. 9
Responsibilities, Owner's-in general.................... 8
Retainage ............................................ 14.2
Reuse of Documents .................................. 3.5
Rights of Way ......................................... 4.1
Royalties, Patent Fees and ........................... 6.12
Safety and Protection . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6.20-6.21
Samples ......................................... 6.23-6.28
Schedule of progress ........ 2.6. 2.8-2.9, 6.6, 6.29, 15.2.6
Schedule of Shop Drawing
submissions ...................... 2.6, 2.8-2.9. 6.23. 14.1
Schedule of values ...................... 2.6, 2.8-2.9, 14.1
Schedules, Finalizing .................................. 2.9
Shop Drawings and Samples ..................... 6.23-6.28
Shop Drawings-definition of ... . . . . . . . . . . . . . . . . . . . . . . . .. 1
Shop Drawings, use to approve
substitutions ...................................... 6.7.3
5
GENERAL CONDITIONS
f)
ARTICLE I-DEFINITIONS
!""'-
Wherever used in these General Conditions or in the other
Contract Documents the following terms have the meanings
indicated which are applicable to both the singular and plural
thereof:
Addenda-Written or graphic instruments issued prior to the
opening of Bids which clarify, correct or change the bidding
documents or the Contract Documents.
Agreement-The written agreement between OWNER and
CONTRACTOR covering the Work to be performed; other
Contract Documents are attached to the Agreement and made
a part thereof as provided therein.
!""'-
Application for Payment-The form accepted by ENGI-
N EER which is to be used by CONTRACTOR in requesting
progress or final payments and which is to include such sup-
porting documentation as is required by the Contract
Documents.
Bid-The ofTer or proposal of the bidder submitted on the
prescribed form setting forth the prices for the Work to be
performed.
(
Bonds-Bid. performance and payment bonds and other
instruments of security.
Change Order-A document recommended by ENGINEER.
which is signed by CONTRACTOR and OWNER and autho-
rizes an addition. deletion or revision in the Work. or an
adjustment in the Contract Price or the Contract Time, issued
on or after the Effective Date of the Agreement.
Contract Documents-The Agreement, Addenda (which per-
tain to the Contract Documents), CONTRACTOR's Bid
(including documentation accompanying the Bid and any .. ~~t-
Bid documentation submitted prior to the Notice of Award)
when attached as an exhibit to the Agreement. the Bonds.
these General Conditions. the Supplementary Conditions, the
Specifications and the Drawings as the same are more spe-
cifically identified in the Agreement. together with all amend-
ments, modifications and supplements issued pursuant to
paragraphs 3.4 and 3.5 on or after the Effective Date of the
Aareement.
Contract Price-The moneys payable by OWNER to CON-
TRACTOR under the Contract Documents as stated in the
Aareement (subject to the provisions of paragraph 11.9.1 in
the case of Unit Price Work).
Contract Time-The number of days (computed as provided
in paragraph 17.2) or the date stated in the Aareement for the
completion of the Work.
..0 CONTRACTOR-The person, firm or corporation with whom
OWNER has entered into the Agreement.
dt!tcl;\.t-An adjective which when modifying the word Work
refers to Work that is unsatisfactory, faulty or deficient, or
does not conform to the Contract Documents, or docs not
meet the requirements of any inspection, reference standard,
test or approval referred to in the Contract Documents. or
has been damaged prior to ENGINEER's recommendation
offinal payment (unless responsibility for the protection thereof
has been assumed by OWNER at Substantial Completion in
accordance with paragraph 14.8 or 14.10).
DraK'ings- The drawings which show the character and scope
of the Work to be performed and which have been prepared
or approved by ENGINEER and are referred to in the Con-
tract Documents.
Effecti\'e Date of the Agreement-The date indicated in the
Agreement on which it becomes effective, but if no such date
is indicated it means the date on which the Agreement is
signed and delivered by the last of the two parties to sign and
deliver.
ENGINEER-The person, firm or corporation named as such
in the Agreement.
Field Order-A written order issued by ENGINEER which
orders minor changes in the Work in accordance with para-
graph 9.5 but which does not involve a change in the Contract
Price or the Contract Time.
General Requirements-Sections of Division I of the Speci-
fications.
Laws and Regulations; Laws or Regulations-Laws, rules,
regulations, ordinances, codes and/or orders.
Notice of A K'ord- The written notice by OWNER to the
apparent successful bidder stating that upon compliance by
the apparent successful bidder with the conditions pretedent
enumerated therein, within the time specified, OWNER will
sign and deliver the Agreement.
Notice to Proceed-A written notice given by OWNER to
CONTRACTOR (with a copy to ENGINEER) fixing the date
on which the Contract Time will commence to run and on
which CONTRACTOR shall start to perform CONTRAC-
TOR'S obligations under the Contract Documents.
OWNER-The public body or authority. corporation. asso-
ciation, firm or person with whom CONTRACTOR has entered
into the Agreement and for whom the Work is to be provided.
Partial Utilization-Placing a portion of the Work in service
for the purpose for which it is intended (or a related purpose)
before reaching Substantial Completion for all the Work.
Project-The total constnlction of which the Work to be
provided under the Contract Documents may be the whole,
or a part as indicated elsewhere in the Contract Documents,
Resident Project Representative-The authorized .,..p.l..scn-
tative of ENGINEER wbo is assiped to the site or any part
thereof.
7
e
thereon and all applicable field measurements. CONTRAC-
TOR shall promptly report in writing to ENGINEER any
conftict. error or discrepancy which CONTRACT9~. may
discover and shall obtain a written interpretation' or 'tlarifi-
cation from ENGINEER before proceeding with any Work
affected thereby: however. CONTRACTOR shall not be lia-
ble to OWNER or ENGINEER for failure to report any
conftict. error or discrepancy in the Contract Documents,
unless CONTRACTOR had actual knowledge thereof or should
reasonably have known thereof.
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2.6. Within ten days after the Effective Date of the Agree-
ment (unless otherwise specified in the General Require-
ments), CONTRACTOR shall submit to ENGINEER for
review:
2.6.1. an estimated progress schedule indicating the
starting and completion dates of the various stages of the
Work:
2.6.2. a preliminary schedule of Shop Drawing sub-
missions; and
't'
2.6.3. a preliminary schedule of values for all of the
Work which will include quantities and prices of items
aggregating the Contract Price and will subdivide the Work
into component parts in sufficient detail to serve as the
basis for progress payments during construction. Such
prices will include an appropriate amount of overhead and
profit applicable to each item of Work which will be con-
firmed in writing by CONTRACTOR at the time of sub-
mission.
2.7. Before any Work at the site is started. CONTRAC-
TOR shall deliver to OWNER. with a copy to ENGINEER,
certificates (and other evidence of insurance requested by
OWNER) which CONTRACTOR is required to purchase and
maintain in accordance with paragraphs S.3 and 5.4. and
OWNER shall deliver to CONTRACTOR certificates (and
other evidence of insurance requested by CONTRACTOR)
which OWNER is required to purchase and maintain in
accordance with paragraphs 5.6 and 5.7.
PrecollStnlctWn Con/,,,ne,:
2.8. Within twenty days after the Effective Date of the
Ageement. but before CONTRACTOR starts the Work at
the site, a conference attended by CONTRACTOR, ENGI-
NEER and others as appropriate will be held to discuss the
schedules referred to in paragraph 2.6, to discuss procedures
for handling Shop Drawings and other submittals and for
processing Applications for Payment, and to establish a working
understanding among the parties as to the Work.
.C
FiIUIIizlng Schedule,:
2.9. At least ten days before submission of the first Appli-
eation for Payment a conference attended by CON I !\AC-
TOR, ENGINEER and others as appropriate will be held to
finalize the schedules submitted in accordance with para-
graph 2.6. The finalized progress schedule will be acceptable
to ENGINEER as providing an orderly progression of the
Work to completion within the Contract Time. but such
acceptance will neither impose on ENGINEER responsibility
for the progress or scheduling of the Work nor relieve CON-
TRACTOR from full responsibility therefor. The finalized
schedule of Shop Drawing submissions will be acceptable to
ENGINEER as providing a workable arrangement for pro-
cessing the submissions. The finalized schedule of values will
be acceptable to ENGINEER as to form and substance.
ARTICLE 3-CONTRACT DOCUMENTS: INTENT,
AMENDING. REUSE
Intent:
3.1. The Contract Documents comprise the entire agree-
ment between OWNER and CONTRACTOR concerning the
Work. The Contract Documents are complementary; what is
called for by one is as binding as if called for by all. The
Contract Documents will be construed in accordance with
the law of the place of the Project.
3.2. It is the intent of the Contract Documents to describe
a functionally complete Project (or part thereoO to be con-
structed in accordance with the Contract Documents. Any
Work, materials or equipment that may reasonably be inferred
from the Contract Documents as being required to produce
the intended result will be supplied whether or not specifically
called for. When words which have a well-known technical
or trade meaning are used to describe Work, materials or
equipment such words shall be interpreted in accordance with
that meaning. Reference to standard specifications, manuals
or codes of any technical society. organization or association.
or to the Laws or Regulations of any governmental authority,
whether such reference be specific or by implication. shall
mean the latest standard specification. manual, code or Laws
or Regulations in effect at the time of opening of Bids (or. on
the Effective Date of the Agreement if there were no Bids),
except as may be otherwise specifically stated. However. no
provision of any referenced standard specification. manual
or code (whether or not specifically incorporated by reference
in the Contract Documents) shall be effective to change the
duties and responsibilities of OWNER, CONTRACTOR or
ENGINEER, or any of their consuttants. agents or employ-
ees from those set forth in the Contract Documents. nor shall
it be effective to assign to ENGINEER. or any of ENGI-
NEER's consultants. agents or employees. any duty or
authority to supervise or direct the furnishing or performance
of the Work or any duty or authority to undertake responsi-
bility contrary to the provisions of paragraph 9.15 or 9.16.
Clarifications and interpretations of the Contract Documents
,hall be issued by ENGINEER as provided in paragraph 9.4.
3.3. If, during the performance of the Work, CONTRAC-
TOR finds a conflict, error or discrepancy in the Contract
Documents, CONTRACTOR shall so report to ENGINEER
in writil18 at once and before proceedina with the Work affected
thereby shall obtain a written inte,.: t'~" ,..:ation or clarification
9
t
4.2.4. ENGINEER's Revie....: ENGINEER will
promptly review the pertinent conditions. determine the
necessity of obtaining additional explorations or tests with
respect thereto and advise OWNER in writing (with a copy
to CONTRACTOR) of ENGINEER's findings and con-
clusions.
4.2.5. Possible Document Change: If ENGINEER
concludes that there is a material error in the Contract
Documents or that because of newly discovered condi-
tions a change in the Contract Documents is required. a
Work Directive Change or a Change Order will be issued
as provided in Article 10 to reflect and document the
consequences of the inaccuracy or difference.
4.2.6. Possible Price and Time Adjustments: In each
such case. an increase or decrease in the Contract Price
or an extension or shortening of the Contract Time. or any
combination thereof. will be aUowable to the extent that
they are attributable to any such inaccuracy or difference.
IrOWNER and CONTRACTOR are unable to agree as to
the amount or length thereof. a claim may be made therefor
as provided in Articles J I and 12.
,(
Physkal Condmons-Underground Facilities:
4.3. I. Shown or Indicated: The information and data
shown or indicated in the Contract Documents with respect
to existing Underground Facilities at or contiguous to the
site is based on information and data furnished to OWNER
or ENGINEER by the owners of such Underground Facil-
ities or by others. Unless it is otherwise expressly pro-
vided in the Supplementary Conditions:
4.3.1.1. OWNER and ENGINEER shall not be
responsible for the accuracy or completeness of any
such information or data; and,
4.3.1.2. CONTRACTOR shall have full responsi-
bility for reviewing and checking all such information
and data. for locating all Unde......und Facilities shown
or indicated in the Contract Documents. for coordina-
tion of the Work with the owners of such Underground
Facilities during construction, for the safety and pro-
tection thereof as provided in paragraph 6.20 and
repairing any damage thereto resulting from the Work,
the cost of all of which wiD be considered as having
been included in the Contract Price.
--
4.3.2. Not Shown or Indicated. If an Underground
Facility is uncovered or revealed at or contiguous to the
site which was not shown or indicated in the Contract
Documents and which CONTRACTOR could not reason-
ably have been expected to be aware of, CONTRACTOR
shall. promptly after becoming aware thereof and before
performing any Work affected thereby (except in an emer-
,eDcy as permitted by parqraph 6.22), identify the owner
of such UndelJl'OUnd Facility and give written notice thereof
to that owner and to OWNER and ENGINEER. ENGI-
NEER will promptly review the Unde,~.und Facility to
determine the extent to which the Contract Documents
should be modified to reflect and document the conse-
quences of the existence of the Underground Facility, and
the Contract Documents will be amended or supplemented
to the extent necessary. During such time, CONTRAC-
TOR shall be responsible for the safety and protection of
such Underground Facility as provided in paragraph 6.20.
CONTRACTOR shall be allowed an increase in the Con-
tract Price or an extension of the Contract Time, or both.
to the extent that they are attributable to the existence of
any Underground Facility that was not shown or indicated
in the Contract Documents and which CONTRACTOR
could not reasonably have been expected to be aware of.
If the parties are unable to agree as to the amount or length
thereof. CONTRACTOR may make a claim therefor as
provided in Articles II and 12.
Reference Poillts:
4.4. OWNER shall provide engineering surveys to estab-
lish reference points for construction which in ENGINEER's
judgment are necessary to enable CONTRACTOR to proceed
with the Work. CONTRACTOR shall be responsible for lay-
ing out the Work (unless otherwise specified in the Genei'al
Requirements), shall protect and preserve the established
reference points and shall make no changes or relocations
without the prior written approval of OWNER. CONTRAC-
TOR shall report to ENGINEER whenever any reference
point is lost or destroyed or requires relocation because of
necessary changes in grades or locations. and shall be respon-
sible for the accurate replacement or relocation of such ref-
erence points by professionally qualified personnel.
ARTICLE S-BONDS AND INSURANCE
-- --
Perfomulnce atul Other BDw:
5.1. CONTRACTOR shall furnish performance and pay-
ment Bonds, each in an amount at least equal to the Contract
Price as security for the faithful performance and payment of
all CONTRACTOR's obligations under the Contract Docu-
ments. These Bonds shall remain in effect at least until one
year after the date when final payment becomes due, except
as otherwise provided by Law or Regulation or by the Con-
tract Documents. CONTRACTOR shall also furnish such
other Bonds as are required by the Supplementary Condi-
tions. All Bonds shall be in the forms prescribed by Law or
Regulation or by the Contract Documents and be executed
by such sureties as are named in the current list of "Com-
panies Holding Certificates of Authority as Acceptable Sure-
ties on Federal Bonds and as Acceptable Reinsuring Com-
panies" as published in Circular 570 (amended) by the Audit
Staff Bureau of Accounts, U.S. Treasury Department. All
Bonds signed by an agent must be accompanied by a certified
copy of the authority to act.
S.2. If the surety on any Bond furnished by CONTRAC-
TOR is declared a bankrupt or becomes insolvent or its right
to do business is terminated in any state where any part of
11
,.....
I
S.8. All the policies of insurance (or the certificates or
other evidence thereoO required to be purchased and main-
tained by OWN ER in accordance with paragraphs 5.6 and
S.7 will contain a provision or endorsement that the coverage
afforded will not be cancelled or materially changed orrcnewal
refused until at least thirty days' prior written notice has been
liven to CONTRACTOR by certified mail and will contain
waiver provisions in accordance with paragraph 5.11.2.
t
5.9. OWNER shall not be responsible for purchasing and
maintaining any property insurance to protect the interests
of CONTRACTOR. Subcontractors or others in the Work to
the extent of any deductible amounts that are provided in the
Supplementary Conditions. The risk of loss within the
deductible amount. will be borne by CONTRACTOR, Sub-
contractor or others suffering any such loss and if any of them
wishes property insurance coverage within the limits of such
amounts. each may purchase and maintain it at the purchas-
er's own expense.
5.10. If CONTRACTOR requests in writing that other
special insurance be included in the property insurance pol-
icy, OWNER shall, if possible, include such insurance, and
the cost thereof will be charged to CONTRACTOR by appro-
priate Change Order or Written Amendment. Prior to com-
mencement of the Work at the site, OWNER shall in writing
advise CONTRACTOR whether or not such other insurance
has been procured by OWNER.
~
Waiver 0/ RirlW:
5.11.1. OWNER and CONTRACTOR waive all rights
against each other for all losses and damages caused by
any of the penls covered by the policies of insurance
provided in response to paragraphs 5.6 and 5.7 and any
other property insurance applicable to the Work, and also
waive all such rights against the Subcontractors, ENGI-
NEER, ENGINEER's consultants and all other parties
named as insureds in such policies for losses and damages
so caused. As required by paragraph 6.11, each subcon-
tract between CONTRACTOR and a Subcontractor will
contain similar waiver provisions by the Subcontractor in
favor of OWNER, CONTRACTOR, ENGINEER, ENGI-
NEER's consultants and all other parties named as insureds.
None of the above waivers shall extend to the rights that
any of the insured parties may have to the proceeds of
insurance held by OWNER as trustee or otherwise p~y-
able under any policy so issued.
o.
5.11.2. OWNER and CONTRACTOR intend that any
policies provided in response to paragraphs 5.6 and 5.7
shall protect all of the parties insured and provide primary
coverage for all losses and damages caused by the perils
covered thereby. Accordingly, all such policies shall con-
tain provisions to the effect that in the event of payment
of any loss or damaae the insurer will have no rights of
recovery apinst any of the parties named as insureds or
additional insureds, and if the insurers require separate
waiver forms to be signed by ENGINEER or ENGI-
NEER's consultant OWNER will obtain the same, and if
such waiver forms are required of any Subcontractor,
CONTRACTOR will obtain the same.
RIt,ip' and Applklltion 0/ Proceeds:
5.12. Any insured loss under the policies of insurance
required by paragraphs 5.6 and 5.7 will be adjusted with
OWNER and made payable to OWNER as trustee for the
insureds, as their interests may appear, subject to the require-
ments of any applicable mortgage clause and of paragraph
5.13. OWNER shall deposit in a separate account any money
so received, and shall distribute it in accordance with such
agreement as the parties in interest may reach. If no other
special agreement is reached the damaged Work shall be
repaired or replaced, the moneys so received applied on
account thereof and the Work and the cost thereof covered
by an appropriate Change Order or Written Amendment.
5.13. OWNER as trustee shall have power to adjust and
settle any loss with the insurers unless one of the parties in
interest shall object in writing within fifteen days after the
occurrence of loss to OWNER's exercise of this power. If
such objection be made, OWNER as trustee shall make set-
tlement with the insurers in accordance with such agreement
as the parties in interest may reach. If required in writing by
any party in interest, OWNER as trustee shall, upon the
occurrence of an insured loss, give bond for the proper per-
formance of such duties.
AcceptlmCe o/llUlUYUlce:
5.14. If OWNER has any objection to the coverage afforded
by or other provisions of the insurance required to be pur-
chased and maintained by CONTRACTOR in accordance
with paragraphs 5.3 and 5.4 on the basis ofits not complying
with the Contract Documents, OWNER shall notify CON-
TRACTOR in writing thereof within ten days of the date of
delivery of such certificates to OWNER in accordance with
paragraph 2.7. If CONTRACTOR has any objection to the
coverage afforded by or other provisions of the policies. of
insurance required to be purchased and maintained by OWNER
in accordance with paragraphs 5.6 and 5.7 on the basis of
their not complying with the Contract Documents, CON-
TRACTOR shall notify OWNER in writing thereof within ten
days of the date of delivery of such certificates to CON-
TRACTOR in accordance with paragraph 2.7. OWNER and
CONTRACTOR shall each provide to the other such addi-
tional information in respect of insurance provided by each
as the other may reasonably request. Failure by OWNER or
CONTRACTOR to give any such notice of objection within
the time provided shall constitute acceptance of such insur-
ance purchased by the other as complying with the Contract
Documents.
PtUtiIIl Utilir.tJtilltt-Propll1y llUlU'fIIIft:
S.IS. If OWNER finds it necessary to occupy or use a
portion or portions of the Work prior to Substantial Comple-
tion of all the Work, such use or occupancy may be ac:c:om-
pUshed in accordance with paragraph 14.10; provided that no
13
"
:-
royalty. All variations of the proposed substitute from that
specified will be identified in the application and available
maintenance, repair and replacement service will be indi-
cated. The application will also contain an itemized esti-
mate of all costs that will result directly or indire~tly from
acceptance of such substitute. including costs of redesign
and claims of other contractors affected by the resulting
change. all of which shall be considered by ENGINEER
in evaluating the proposed substitute. ENGINEER may
require CONTRACTOR to furnish at CONTRACTOR's
expense additional data about the proposed substitute.
t
6.7.2. If a specific means, method, technique. sequence
or procedure of construction is indicated in or required by
the Contract Documents, CONTRACTOR may furnish or
utilize a substitute means, method, sequence. technique
or procedure of construction acceptable to ENGINEER,
if CONTRACTOR submits sufficient information to allow
ENGINEER to determine that the substitute proposed is
equivalent to that indicated or required by the Contract
Documents. The procedure for review by ENGINEER
will be similar to that Drovided in paragraph 6.7.1 as applied
by ENGINEER and as may be supplemented in the Gen-
eral Requirements.
(
6.7.3. ENGINEER will be allowed a reasonable time
within which to evaluate each proposed substitute. ENGI-
NEER will be the sole judge of acceptability, and no
substitute will be ordered, installed or utiJized without
ENGINEER's prior written acceptance which wi)) be evi-
denced by either a Change Order or an approved Shop
Drawing. OWNER may require CONTRACTOR to fur-
nish at CONTRACTOR's expense a special performance
guarantee or other surety with respect to any substitute.
ENGINEER will record time required by ENGINEER
and ENGINEER's consultants in evaluating substitutions
proposed by CONTRACTOR ilnd in making changes in
the Contract Documents occasioned thereby. Whether or
not ENGINEER accepts a proposed substitute, CON-
TRACTOR shall reimburse OWNER for the charges of
ENGINEER and ENGINEER's consultants for evaluat-
ing each proposed substitute.
o
COllcemmg SubcotllrDCton, Supplien tuUl OIMn:
6.8. I. CONTRACTOR shaJ) not employ any Subcon-
tractor. Supplier or other person or organization (including
those acceptable to OWNER and ENGINEER as indi-
cated in paragraph 6.8.2), whether initially or as a substi-
tute, against whom OWNER or ENGINEER may have
reasonable objection. CONTRACTOR shall not be required
to employ any Subcontractor, Supplier or other person or
organization to furnish or perform any of the Work against
whom CONTRACTOR has reasonable objection.
6.8.2. If the Supplementary Conditions require the
identity of certain Subcontractors, Suppliers or other per-
sons or organizations (including those who are to furnish
the principal items of materials and equipment) to be sub-
mitted to OWNER in advance of the specified date prior
to the Effective Date of the Agreement for acceptance by
OWNER and ENGINEER and if CONTRACTOR has
submitted a list thereof in accordance with the Supple-
mentary Conditions, OWNER's or ENGINEER's accept-
ance (either in writing or by failing to make written objec-
tion thereto by the date indicated for acceptance or objec-
tion in the bidding documents or the Contract Documents)
of any such Subcontractor, Supplier or other person or
organization so identified may be revoked on the basis of
reasonable objection after due investigation. in which case
CONTRACTOR shan submit an acceptable substitute. the
Contract Price will be increased by the difference in the
cost occasioned by such substitution and an appropriate
Change Order will be issued or Written Amendment signed.
No acceptance by OWNER or ENGINEER of any such
Subcontractor, Supplier or other person or organization
shall constitute a waiver of any right of OWNER or ENGI-
NEER to reject defectil'e Work.
6.9. CONTRACTOR shall be fully responsible to OWNER
and ENGINEER for all acts and omissions of the Subcon-
tractors, Suppliers and other persons and organizations per-
forming or furnishing any of the Work under a direct or
indirect contract with CONTRACTOR just as CONTRAC-
TOR is responsible for CONTRACTOR' s own acts and omis-
sions. Nothing in the Contract Documents shall create any
contractual relationship between OWNER or ENGINEER
and any such Subcontractor. Supplier or other person or
organization. nor shall it create any obligation on the part of
OWNER or ENGINEER to payor to see to the payment of
any moneys due any such Subcontractor, Supplier or other
person or organization except as may otherwise be required
by Laws and Regulations.
6.10. The divisions and sections of the Specifications and
the identifications of any Drawings shall not control CON-
TRACTOR in dividing the Work among Subcontractors or
Suppliers or delineating the Work to be performed by any
specific trade.
6.1 J. All Work perl'ormed (or CONTRACTOR by a Sub-
contractor will be pursuant to an appropriate agreement
between CONTRACTOR and the Subcontractor which spe-
cifically binds the Subcontractor to the applicable terms and
conditions of the Contract Documents for the benefit of
OWNER and ENGINEER and contains waiver provisions
as required by paraaraph 5.1 J. CONTRACTOR shall pay
each Subcontractor a just share of any insurance moneys
received by CONTRACTOR on account of losses under pol-
icies issued pursuant to paragraphs 5.6 and 5.7.
Paulll Fees tlIId ROJa1lUs:
6.12. CONTRACTOR shall pay all license fees and roy-
alties and assume all costs incident to the use in the perfor-
mance of the Work or the incorporation in the Work of any
invention, design, process, product or device which is the
subject of patent rights or copyrights held by others. If a
particular invention, design, process, product or device is
specified in the Contract Documents for use in the perfor-
mance of the Work and ilto the actual knowledge of OWNER
15
.
pletion of the Work, these record documents, samples and
Shop Drawings wiu be delivered to ENGINEER for OWNER.
Safety tutd Protection:
6.20. CONTRACTOR shall be responsible for initiating"
maintaining and supervising all safety precautions and pro..
grams in connection with the Work. CONTRACTOR shaH
take all necessary precautions for the safety of, and shall
provide the necessary protection to prevent damage, injury
or loss to:
6.20.1. all employees on the Work and other persons
and organizations who may be affected thereby;
6.20.2. all the Work and materials and equipment to
be incorporated therein, whether in storage on or off the
site; and
6.20.3. other property at the site or adjacent thereto.
including trees. shrubs. lawns, walks, pavements, road-
ways. structures. utilities and Underground Facilities not
designated for removal, relocation or replacement in the
course of construction.
t
CONTRACTOR shall comply with all applicable Laws and
Regulations of any public body having jurisdiction for the
safety of persons or property or to protect them from damage.
il\iury or loss: and shall erect and maintain all necessary
safeguards for such safety and protection. CONTRACTOR
shall notify owners of adjacent property and of Underground
Facilities and utility owners when prosecution of the Work
may affect them, and shall cooperate with them in the pro-
tection. removal, relocation and replacement of their prop-
erty. All damage. injury or loss to any property referred to
in paragraph 6.20.2 or 6.20.3 caused, directly or indirectly.
in whole or in part, by CONTRACTOR, any Subcontractor.
Supplier or any other person or organization directly or indi-
rectly employed by any of them to perform or furnish any of
the Work or anyone for whose acts any ofthem may be liable,
shall be remedied by CONTRACTOR (except damage or loss
attributable to the fault of Drawings or Specifications or to
the acts or omissions of OWNER or ENGINEER or anyone
employed by either of them or anyone for whose acts either
of them may be liable, and not attributable, directly orindi-
rectly, in whole or in part, to the fault or negligence of CON-
TRACTOR). CONTRACTOR's duties and responsibilities
for the safety and protection of the Work shall continue until
such time as all the Work is completed and ENGINEER has
issued a notice to OWNER and CONTRACTOR in accord-
ance with paragraph 14.13 that the Work is acceptable (except
as otherwise expressly provided in connection with Substan-
tial Completion).
t
6.21. CONTRACTOR shall designate a responsible rep-
resentative at the site whose duty shall be the prevention of
accidents. This person shall be CONTRACTOR's superin-
tendent unless otherwise designated in writing by CON-
TRACTOR to OWNER.
Emergenck,:
6.22. In emergencies affecting the safety or protection of
persons or the Work or property at the site or adjacent thereto.
CONTRACTOR. without special instruction or authorization
from ENGINEER or OWNER, is obligated to act to prevent
threatened damage. injury or loss. CONTRACTOR shall give
ENGINEER prompt written notice ifCONTRACfOR believes
that any significant changes in the Work or variations from
the Contract Documents have been caused thereby. If ENGI-
NEER determines that a change in the Contract Documents
is required because of the action taken in response to an
emergency, a Work Directive Change or Change Order will
be issued to document the consequences of the changes or
variations.
Shop Drawings and Sampks:
6.23. After checking and verifying all field measurements
and after complying with applicable procedures specified in
the General Requirements. CONTRACTOR shall submit to
ENGINEER for review and approval in accordance with the
accepted schedule of Shop Drawing submissions (see para-
graph 2.9), or for other appropriate action if so indicated in
the Supplementary Conditions, five copies (unless otherwise
specified in the General Requirements) of all Shop Drawings.
which will bear a stamp or specific written indication that
CONTRACTOR has satisfied CONTRACTOR's responsi-
bilities under the Contract Documents with respect to the
review of the submission. All submissions will be identified
as ENGINEER may require. The data shown on the Shop
Drawings will be complete with respect to quantities, dimen-
sions, specified performance and design criteria, materials
and similar data to enable ENGINEER to review the infor-
mation as required.
6.24. CONTRACTOR shall also submit to ENGINEER
for review and approval with such promptness as to cause
no delay in Work, all samples required by the ContracrDoc-
uments. All samples will have been checked by and accom-
panied by a specific written indication that CONTRACTOR
has satisfied CONTRACTOR's responsibilities under the
Contract Documents with respect to the review of the sub-
mission and will be identified clearly as to material. Supplier.
pertinent data such as catalog numbers and the use for which
intended.
6.25.1. Before submission of each Shop Drawing or
sample CONTRACTOR shall have determined and veri-
fied all quantities, dimensions. specified performance cri-
teria, instaDation requirements, materials, catalog num-
bers and similar data with respect thereto and reviewed
or coordinated each Shop Drawing or sample with other
Shop Dra\\ings and samples and with the requirements of
the Work and the Contract Documents.
6.25.2. At the time of each submission, CONTRAC-
TOR shall live ENGINEER specific written notice of each
variation that the Shop Drawiqs or samples may have
from the requirements of the Contract Documents. and,
in addition, shall cause a specific notation to be made on
17
TRACTOR shall not endanger any work of others by cutting,
excavating or otherwise altering their work and will only cut
or alter their work with the written consent of ENGINEER
and the others whose work will be affected. The duties and
responsibilities of CONTRACTOR under this paragrapbare
for the benefit of such utility owners and other contractors
to the extent that there are comparable provisions for the
benefit of CONTRACTOR in said direct contracts between
OWNER and such utility owners and other contractors.
,....
7.3. If any part of CONTRACTOR's Work depends for
proper execution or results upon the work of any such other
contractor or utility owner (or OWNER), CONTRACTOR
shall inspect and promptly report to ENGINEER in writing
any delays, defects or deficiencies in such work that render
it unavailable or unsuitable. for such proper execution and
results. CONTRACTOR's failure so to report will constitute
an acceptance of the other work as fit and proper for integra-
tion with CONTRACTOR's Work except for latent or non-
apparent defects and deficiencies in the other work.
-
{
{
Coordination:
7.4. If OWNER contracts with others for the perfor-
mance of other work on the Project at the site, the person or
organization who will have authority and responsibility for
coordination of the activities among the various prime con-
tractors will be identified in the Supplementary Conditions,
and the specific matters to be covered by such authority and
responsibility will be itemized, and the extent of such author-
ity and responsibilities will be provided, in the Supplementary
Conditions. Unless otherwise provided in the Supplementary
Conditions, neither OWNER nor ENGINEER shall have any
authority or responsibility in respect of such coordination.
r-
.
ARTICLE S-OWNER'S RESPONSIBILITIES
8.1. OWNER shall issue all communications to CON-
TRACTOR through ENGINEER.
8.2. In case of termination of the employment of ENGI-
NEER, OWNER shall appoint an engineer against whom
CONTRACTOR makes no reasonable objection, whose sta-
tus under the Contract Documents shall be that of the former
ENGINEER. Any dispute in connection with such appoint.
mentshall be subject to arbitration.
8.3. OWNER shall furnish the data required of OWNER
under the Contract Documents promptly and shall make pay..
ments to CONTRACI'OR promptly after they are due as
provided in paragraphs 14.4 and 14.13.
t
8.4. OWNER's duties in respect of providing lands and
casements and providing engineering surveys to establish
reference points are set forth in paragraphs 4.1 and 4.4. Para..
&raph 4.2 refers to OWNER's identifying and making avail-
able to CONTRACTOR copies of reports of explorations and
tests of subsurface conditions at the site and in existing struc.,
lures which have been utilized by ENGINEER in preparing
the Drawings and Specifications.
8.S. OWNER's responsibilities in respect of purchasing
alld maintaining liability and property insurance are set forth
in paragraphs S.S through S.8.
8.6. OWNER is obligated to execute Change Orders as
indicated in paragraph 10.4.
8.7. OWNER's responsibility in respect of certain
inspections. tests and approvals is set forth in paragraph 13.4.
8.8. In connection with OWNER's right to stop Work or
suspend Work, see paragraphs 13.10 and 1'.1. Paragraph IS.2
deals with OWNER's right to terminate services of CON-
TRACTOR under certain circumstances.
ARTICLE 9-ENGINEER'S STATUS DURING
CONSTRUCTION
Owner's RtpreStntatiH:
9.1. ENGINEER will be OWNER's representative dur-
ing the construction period. The duties and responsibilities
and the limitations of authority of ENGINEER as OWNER's
representative during construction are set forth in the Con-
tract Documents and shall not be extended without written
consent of OWNER and ENGINEER.
Visits to 5iU:
9.2. ENGINEER will make visits to the site at intervals
appropriate to the various stages of construction to observe
the progress and quality of the executed Work and to deter-
mine, in general, if the Work is proceeding in accordance
with the Contract Documents. ENGINEER will not be required
to make exhaustive or continuous on-site inspections to check
the quality or quantity of the Work. ENGINEER's efforts
will be directed toward providing for OWNER a .....,ter degree
of confidence that the completed Work will conform to the
Contract Documents. On the basis of such visits and on-site
observations as an experienced and qualified design profes-
sional, ENGINEER will keep OWNER informed of the prog-
ress of the Work and wiD endeavor to guard OWNER against
defects and deficiencies in the Work.
Project Rl.,.. I ,.sentlltio,,:
9.3. If OWNER and ENGINEER agree, ENGINEER
win furnish a Resident Project Representative to assist
ENGINEER in observing the performance of the Work. The
duties, responsibilities and limitations of authority of any
such Resident Project Representative and assistants will be
as provided in the Supplementary Conditions. If OWNER
designates another agent to represent OWNER at the site
who is not ENGINEER's agent or employee, the duties,
responsibilities and limitations of authority of such other
person will be as provided in the Supplementary Conditions.
19
effective to assign to ENGINEER any duty or authority to
supervise or direct the furnishing or performance of the Work
or any duty or authority to undertake responsibility contrary
to the provisions of paragraph 9.1S or 9.16.
9.15. ENGINEER will not be responsible for CON-
TRACTOR's means, methods, techniques, sequences or pro-
cedures of construction, or the safety precautions and pro-
grams incident thereto, and ENGINEER will not be respon-
sible for CONTRACTOR's failure to perform or furnish the
Work in accordance with the Contract Documents.
9.16. ENGINEER will not be responsible for the acts or
omissions of CONTRACTOR or of any Subcontractor, any
Supplier, or of any other person or organization performing
or furnishing any of the Work.
ARTICLE IG-CHANGES IN THE WORK
e
10.1. Without invalidating the Agreement and without notice
to any surety, OWNER may, at any time or from time to
time, order additions. deletions or revisions in the Work;
these will be authorized by a Written Amendment. a Change
Order, or a Work Directive Change. Upon receipt of any such
document, CONTRACTOR shall promptly proceed with the
Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise
specifically provided).
10.2. If OWNER and CONTRACTOR are unable to agree
as to the extent, if any, of an increase or decrease in the
Contract Price or an extension or shortening of the Contract
Time that should be allowed as a result of a Work Directive
Change. a claim may be made therefor as provided in Article
II or Article 12.
10.3. CONTRACTOR shall not be entitled to an increase
in the Contract Price or an extension of the Contract Time
with respect to any Work performed that is not required by
the Contract Documents as amended, modified and supple-
mented as provided in paragraphs 3.4 and 3.5, except in the
case of an emergency as provided in paragraph 6.22 and
except in the case of uncovering Work as provided in para-
....,AI13.9.
10.4. OWNER and CONTRACTOR shall execute appro-
priate Change Orders (or Written Amendments) covering:
10.4.1. changes in the Work which are ordered by
OWNER pursuant to paragraph 10.1, are required because
of acceptance of d~f~ct;v~ Work under paragraph 13.13 or
correcting d~fectiv~ Work under paragraph 13.14, or are
qreed to by the parties;
_ t
10.4.2. changes in the Contract Pricc.or Contract Time
which are qreed to by the parties; aDd
10.4.3. changes in the Contract Price or Contract Time
which embody the substance of any written decision ren-
dered by ENGINEER pursuant to paragraph 9.11;
provided that, in lieu of executing any such Change Order,
an appeal may be taken from any such decision in accordance
with the provisions of the Contract Documents and applicable
Laws and Regulations. but during any such appeal. CON-
TRACTOR shall carry on the Work and adhere to the prog-
ress schedule as provided in paragraph 6.29.
IO.S. If notice of any change affecting the general scope
of the Work or the provisions of the Contract Documents
(including. but not limited to, Contract Price or Contract
Time) is required by the provisions of any Bond to be given
to a surety, the giving of any such notice wilJ be CONTRAC-
TOR's responsibility, and the amount of each applicable Bond
will be adjusted accordingly.
ARTICLE II-CHANGE OF CONTRACT PRICE
11.1. The Contract Price constitutes the total compen-
sation (subject to authorized adjustments) payable to CON-
TRACTOR for performing the Work. All duties, responsibil-
ities and obligations assigned to or undertaken by CON-
TRACTOR shall be at his expense without change in the
Contract Price.
11.2. The Contract Price may only be changed by a Change
Order or by a Written Amendment. Any claim for an increase
or decrease in the Contract Price shall be based on written
notice delivered by the party making the claim to the other
party and to ENGINEER promptly (but in no event later than
thirty days) after the occurrence of the event giving rise to
the claim and stating the general nature of the claim. Notice
of the amount of the claim with supporting data shall be
delivered within sixty days after such occurrence (unless
ENGINEER allows an additional period of time to ascertain
more accurate data in support of the claim) and . shall be
accompanied by claimant's written statement that the amount
claimed covers all known amounts (direct, indirect and con-
sequential) to which the claimant is entitled as a result of the
occu...,....,ce of said event. All claims for adjustment in the
Contract Price shall be determined by ENGINEER in accor-
dance with paragraph 9.11 if OWNER and CONTRACTOR
cannot otherwise agree on the amount involved. No claim
for an adjustment in the Contract Price will be valid if not
submitted in accordance with this paragraph 11.2.
11.3. The value of any Work covered by a Change Order
or of any claim for an increase or decrease in the Contract
Price shall be determined in one of the following ways:
11.3.1. Where the Wort involved is covered by unit
prices contained in the Contract 'Documents, by applica-
tion of unit prices to the quantities of the items involved
(subject to the provisions of paraaraphs 11.9.1. through
11.9.3, inclusive).
21
t
requires reconstruction and CONTRACTOR is placed
in charge thereof, CONTRACTOR shall be paid for
services a fee proportionate to that stated in paragraph
11.6.2.
11.4.5.7. The cost of utilities, fuel and sanitary
facilities at the site.
,....
11.4.5.8. Minor expenses such as telegrams. long
distance telephone calls, telephone service at the site,
expressage and similar petty cash items in connection
with the Work.
11.4.5.9. Cost of premiums for additional Bonds
and insurance required because of changes in the Work
and premiums for property insurance coverage within
the limits of the deductible amounts established by
OWNER in accordance with paragraph 5.9.
-
11.5. The term Cost of the Work shall not include any of
the following:
c
11.5. I. Payroll costs and other compensation of CON-
TRACTOR's officers, executives, principals (of partner-
ship and sole proprietorships), general managers, engi-
neers, architects, estimators, attorneys, auditors, accoun-
tants, purchasing and contracting agents, expeditors,
timekeepers, clerks and other personnel employed by
CONTRACTOR whether at the site or in CONTRAC-
TOR's principal or a branch office for general administra-
tion of the Work and not specifically included in the agreed
upon schedule of job classifications referred to in para-
graph 11.4.1 or specifically covered by paragraph 11.4.4-
all of which are to be considered administrative costs
covered by the CONTRACTOR's Fee.
11.5.2. Expenses {\f CONTRACTOR's principal and
branch offices other than CONTRACTOR's office at the
site.
11.5.3. Any part of CONTRACTOR's capital expenses,
including interest on CONTRACTOR'S capital employed
for the Work and charges against CONTRACTOR for
delinquent payments.
-
- t
11.5.4. Cost of premiums for all Bonds and for all
insurance whether or not CONTRACTOR is required by
the Contract Documents to purchase and maintain the
same (except for the cost of premiums covered by sub-
paragraph 11.4.5.9 above).
11.5.5. Costs due to the negligence of CONTRAC-
TOR, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them
may be liable, including but not limited to, the correction
of defective Work, disposal of materials or equipment
wrongly supplied and making good any damage to prop-
erty.
11.5.6. Other overhead or general expense costs of
any kind and the costs of any item not specifically and
expressly included in paragraph 11.4.
CONTRACTOR's Ftt:
11.6. The CONTRACTOR's Fee allowed to CONTRAC-
TOR for overhead and profit shall be determined as follows:
11.6.1. a mutually acceptable fixed fee; or if none can
be agreed upon,
11.6.2. a fee based on the following percentages ofthe
various portions of the Cost of the Work:
11.6.2.1. for costs incurred under paragraphs 11.4.1
and 11.4.2, the CONTRACTOR's Fee shall be fifteen
percent;
11.6.2.2. for costs incurred under paragraph 11.4.3,
the CONTRACTOR's Fee shall be five percent; and if
a subcontract is on the basis of Cost of the Work Plus
a Fee. the maximum allowable to CONTRACTOR on
account of overhead and profit of all Subcontractors
shall be fifteen percent;
11.6.2.3. no fee shall be payable on the basis of
costs itemized under paragraphs 11.4.4,11.4.5 and 11.5;
11.6.2.4. the amount of credit to be allowed by
CONTRACTOR to OWNER for any such change which
results in a net decrease in cost will be the amount of
the actual net decrease plus a deduction in CONTRAC-
TOR's Fee by an amount equal to ten percent of the
net decrease; and
11.6.2.5. when both additions and credits are
involved in anyone change, the adjustment in CON-
TRACTOR's Fee shall be computed on the basis of the
net change in accordance with paragraphs 11.6.2.1
throagh 11.6.2.4, inclusive.
11.7. Whenever the cost of any Work is to be determined
pursuant to paragraph 11.4 or 11.5, CONTRACTOR will
submit in form acceptable to ENGINEER an itemized cost
breakdown together with supporting data.
CIlSII AUowallcts:
11.8. It is understood that CONTRACTOR has included
in the Contract Price aD allowances so named in the Contract
Documents and shall cause the Work so covered to be done
by such Subcontractors or Suppliers and for such sums within
the limit of the allowances as may be acceptable to ENGI-
NEER. CONTRACTOR agrees that:
11.8.1. The allowances include the cost to CON-
TRACTOR (less any applicable trade discounts) of mate-
rials and equipment required by the allowances to be deliv-
ered at the site, and all applicable taxes; and
11.8.2. CONTRACTOR''5 costs for unloadina and
handling on the site, labor, installation costs, overhead,
profit and other expenses contemplated for the allowances
have been included in the Contract Price and not in the
23
c
be responsible for and shall pay all costs in connection with
any inspection or testing required in connection with OWN-
ER's or ENGINEER's acceptance of a Supplier of materials
or equipment proposed to be incorporated in the Work. or of
materials or equipment submitted for approval prior to eON-
TRACTOR's purchase thereoffor incorporation in the Work.
The cost of all inspections, tests and approvals in addition to
the above which are required by the Contract Documents
shall be paid by OWNER (unJess otherwise specified).
13.5. All inspections, tests or approvals other than those
required by Laws or Regulations of any public body having
jurisdiction shall be performed by organizations acceptable
to OWNER and CONTRACTOR (or by ENGINEER if so
specified).
,.--
13.6. If any Work (including the work of others) that is
to be inspected, tested or approved is covered without written
concurrence of ENGINEER. it must, if requested by ENGI-
NEER, be uncovered for observation. Such uncovering shall
be at CONTRACTOR's expense unless CONTRACTOR has
given ENGINEER timely notice of CONTRACTOR's inten-
tion to cover the same and ENGINEER has not acted with
reasonable promptness in response to such notice.
c'
13.7. Neither observations by ENGINEER nor inspec-
tions, tests or approvals by others shall relieve CONTRAC-
TOR from CONTRACfOR's obligations to perform the Work
in accordance with the Contract Documents.
U"eov~rill' Work:
13.8. If any Work is covered contrary to the written request
of ENGINEER, it must, if requested by ENGINEER, be
uncovered for ENGINEER's observation and replaced at
CONTRACTOR's expense.
t
13.9. If ENGINEER considers it necessary or advisable
that covered Work be observed by ENGINEER or inspected
or tested by others, CONTRACTOR. at ENGINEER's
request. shall uncover, expose or otherwise make available
for observation, inspection or testing as ENGINEER may
require. that portion of the Work in question. furnishing all
necessary labor, material and equipment. If it is found that
such Work is defective. CONTRACTOR shall.bear all direct.
indirect and consequential costs of such uncovering, expo-
sure, observation, inspection and testing and of satisfactory
reconstruction, (including but not limited to fees and charges
of engineers, architects, attorneys and other professionals)"
and OWN ER shall be entitled to an appropriate decrease in
the Contract Price, and, if the parties are unable to agree as
to the amount thereof, may make a claim therefor as provided
in Article II. If, however, such Work is not found to be
defect;,'e. CONTRACTOR shall be allowed an increase in
the Contract Price or an extension of the Contract Time, or
both, directly attributable to such uncovering, exposure,
observation, inspection, testiq and reconstruction; and, if
the parties are unable to agree as to the anio~"n or extent
thereof. CONTRACTOR may make a claim therefor as pro-
vided in Articles II and 12.
OWII~r May Stop th~ Work:
13.10. If the Work is defective, or CONTRACTOR fails
to supply sufficient skilled workers or suitable materials or
equipment, or fails to furnish or perform the Work in such a
way that the completed Work will conform to the Contract
Documents. OWNER may order CONTRACTOR to S!oP the
Work, or any portion thereof. until the cause for such order
has been eliminated; however, this right of OWNER to stop
the Work shall not give rise to any duty on the part of OWNER
to exercise this right for the benefit of CONTRACTOR or
any other party.
Con-tenoll or R~moval 01 D~/~etive Work:
13. J J. Ifrequired by ENGINEER, CONTRACTOR shall
promptly. as directed, either correct all defective Work,
whether or not fabricated, installed or completed, or, if the
Work has been rejected by ENGINEER, remove it from the
site and replace it with nondefective Work. CONTRACTOR
shall bear all direct, indirect and consequential costs of such
correction or removal (including but not limited to fees and
charges of engineers, architects, attorneys and other profes-
sionals) made necessary thereby.
Oll~ y ~tIT Co"~etioll P~riDd:
13.12. If within one year after the date of Substantial
Completion or such longer period of time as may be pre-
scribed by Laws or Regulations or by the terms of any appli-
cable special guarantee required by the Contract Documents
or by any specific provision of the Contract Documents, any
Work is found to be defective. CONTRACTOR shall promptly,
without cost to OWNER and in accordance with OWNER's
written instructions. either correct such defective Work, or,
if it has been rejected by OWNER, remove it from the site
and replace it with nondefecrive Work. If CONTRACTOR
does not promptly comply with the terms of such instructions,
or in an emergency where delay would cause serious risk of
loss or damage, OWNER may have the defective Work cor-
rected or the rejected Work removed and replaced, and all
direct, indirect and consequential costs of such removal and
replacement (including but not limited to fees and charges of
engineers, architects. attorneys and other professionals) will
be paid by CONTRACTOR. In special circumstances where
a particular item of equipment is placed in continuous service
before Substantial Completion of all the Work, the correction
period for that item may start to run from an earlier date if
so provided in the Specifications or by Written Amendment.
Ace~ptGllce 0/ De/,ctiN Wcri:
13.13. If, instead of requiring correction or removal and
replacement of defective Work, OWNER (and, prior to
ENGINEER's recommendation of final payment, also
ENGINEER) prefers to accept it, OWNER may do so. CON-
TRACTOR shall bear all direct, indirect and consequential
25
f
representation by ENGINEER to OWNER. based on ENGI-
NEER's on-site observations of the Work in progress as an
experienced and qualified design professional and on ENGI-
NEER's review of the Application for Paymen~;l~c:l ,the
accompanying data and schedules that the Work' has pro-
gressed to the point indicated; that. to the best of ENGI-
NEER's knowledge. information and belief. the quality of
the Work is in accordance with the Contract Documents
(subject to an evaluation of the Work as a functioning whole
prior to or upon Substantial Completion. to the results of any
subsequent tests called for in the Contract Documents. to a
final determination of quantities and classifications for Unit
Price Work under paragraph 9.10. and to any other qualifi-
cations stated in the recommendation); and that CONTRAC-
TOR is entitled to payment of the amount recommended.
However. by recommending any such payment ENGINEER
will not thereby be deemed to have represented that exhaus-
tive or continuous on-site inspections have been made to
check the quality or the quantity of the Work beyond the
responsibilities specifically assigne~ to ENGINEER in the
Contract Documents or that there may not be other matters
or issues between the parties that might entitle CONTRAC-
TOR to be paid additionally by OWNER or OWNER to
withhold payment to CONTRACTOR.
-
14.6. ENGINEER's recommendation of final payment
will constitute an additional representation by ENGINEER
to OWNER that the conditions precedent to CONTRAC-
TOR's being entitled to final payment as set forth in paragraph
14.13 have been fulfilled.
14.7. ENGINEER may refuse to recommend the whole
or any part of any payment if, in ENGINEER's opinion, it
would be incorrect to make such representations to OWNER.
ENGINEER may also refuse to recommend any such pay-
ment, or, because of subsequently discovered evidence or
the results of subsequent inspections or tests. nullify any such
payment previously recommended. to such extent as may be
necessary in ENGINEER's opinion to protect OWNER from
loss because:
14.7.1. the Work is defective, or completed Work has
been damaged requiring correction or replacement.
14.7.2. the Contract Price has been reduced by Writ-
ten Amendment or Change Order,
14.7.3. OWNER has been required to correct defec-
tive Work or complete Work in accordance with paragraph
13.14, or
14.7.4. of ENGINEER's actual knowledge of the
occurrence of any of the events enumerated in paragraphs
15.2.1 through 15.2.9 inclusive.
-t
OWNER may refuse to make payment of the full amount
recommended by ENGINEER because claims have been
made against OWNER on account ofCONTRACfOR's per-
formance or furnishing of the Work or Liens have been filed
in connection with the Work or there are other items entitling
OWNER to a set-ofT against the amount recommended, but
OWNER must give CONTRACfOR immediate written notice
(with a copy to ENGINEER) stating the reasons for such
~tion.
Subsltlnlilll Compktion:
14.8. When CONTRACTOR considers the entire Work
ready for its intended use CONTRACTOR shall notify
OWNER and ENGINEER in writing that the entire Work is
substantially complete (except for items specifically listed by
CONTRACTOR as incomplete) and request that ENGI-
NEER issue a certificate of Substantial Completion. Within
a reasonable time thereafter, OWNER, CONTRACTOR and
ENGINEER shall make an inspection of the Work to deter-
mine the status of completion. If ENGINEER does not con-
sider the Work substantially complete, ENGINEER will notify
CONTRACTOR in writing giving the reasons therefor. If
ENGINEER considers the Work substantially complete.
ENGINEER will prepare and deliver to OWNER a tentative
certificate of Substantial Completion which shall fix the date
of Substantial Completion. There shall be attached to the
certificate a tentative list of items to be completed or cor-
rected before final payment. OWNER shall have seven days
after receipt of the tentative certificate during which to make
written objection to ENGINEER as to any provisions of the
certificate or attached list. If, after considering such objec-
tions, ENGINEER concludes that the Work is not substan-
tially complete, ENGINEER will within fourteen days after
submission of the tentative certificate to OWNER notify
CONTRACTOR in writing, stating the reasons therefor. If,
after consideration of OWNER's objections, ENGINEER
considers the Work substantially complete, ENGINEER will
within said fourteen days execute and deliver to OWNER
and CONTRACTOR a definitive certificate of Substantial
Completion (with a revised tentative list of items to be com-
pleted or corrected) reftecting such changes from the tentative
certificate as ENGINEER believes justified after consider-
ation of any objections from OWNER. At the time of delivery
of the tentative certificate of Substantial Completion ENGI-
NEER will deliver to OWNER and CONTRACTOR a written
recommendation as to division of responsibilities pending
final payment between OWNER and CONTRACfOR with
respect to security, operation. safety, maintenance, heat.
utilities, insurance and warranties. Unless OWNER and
CONTRACTOR agree otherwise in writing and so inform
ENGINEER prior to ENGINEER's issuing the definitive
certificate of Substantial Completion, ENGINEER's afore-
said recommendation will be binding on OWNER and CON-
TRACTOR until final payment.
14.9. OWNER shall have the right to exclude CON-
TRACTOR from the Work after the date of Substantial Com-
pletion, but OWNER shall allow CONTRACfOR reasonable
access to complete or correct items on the tentative list.
PtUtUIl UIilit6titHl:
14.10. Use by OWNER of any finished part of the Work,
which has specifically been identified in the Contract Doeu-
27
.
-
Othcrwisc, ENGINEER will rcturn thc Application to CON-
TRACTOR. indicating in writing the reasons for refusing to
recommend final payment. in which case CONTRACTOR
shall make the necessary corrections and resubmit the Appli-
cation. Thirty days after presentation to OWNER.'Of;thc
Application and accompanying documentation, in appropri-
ate form and substance, and with ENGINEER's recommen-
dation and notice of acceptability, the amount recommended
by ENGINEER will become due and will be paid by OWNER
to CONTRACTOR.
~
14.14. If. through no fault of CONTRACTOR, final com-
pletion of the Work is significantly delayed and if ENGI-
NEER so confirms, OWNER shall. upon receipt of CON-
TRACTOR's final Application for Payment and recommen-
dation of ENGINEER, and without terminating the Agree-
ment. make payment of the balance due for that portion of
the Work fully completed and accepted. If the remaining
balance to be held by OWNER for Work not fully completed
or corrected is less than the retainage stipulated in the Agree-
ment. and if Bonds have been furnished as required in para-
graph 5.1. the written consent of the surety to the payment
of the balance due for that portion of the Work fully com-
pleted and accepted shall be submitted by CONTRACTOR
to ENGINEER with the Application for such payment. Such
payment shall be made under the terms and conditions gov-
erning final payment, except that it shall not constitute a
waiver of claims.
t
C01llrtlctor', Continuing Obligtllion:
14.15. CONTRACTOR's obligation to perform and com..
plete the Work in accordance with the Contract Documents
shall be absolute. Neither recommendation of any progress
or final payment by ENGINEER. nor the issuance of a cer-
tificate of Substantial Co_mplet!oll' nor_ any payment_by
OWNER to CONTRACTOR under the Contract Documents.
nor any use or occupancy of the Work or any part thereof by
OWNER, nor any act of acceptance by OWNER nor any
failure to do so, nor any review and approval of a Shop
Drawing or sample submission, nor the issuance of a notice
of acceptability by ENGINEER pursuant to paragraph 14.13,
nor any correction of defective Work by OWNER will con-
stitute an acceptance of Work not in accordance with the
Contract Documents or a release of CONTRACTOR's obli-
ption to perform the Work in accordance with the Contract
Documents (except as provided in paragraph 14.16).
-
WGinr o[ ClDinu:
14.16. The making and acceptance of final payment will
constitute:
-e
14.16.1. a waiver of all claims by OWNER against
CONTRACTOR. except claims arising from unsettled
Liens. from defective Work appearing after final inspec-
tion pursuant to paragraph 14.11 or from failure to comply
with the Contract Documents or the terms of any special
guarantees specified therein; however. it will not consti-
tute a waiver by OWNER of any rights in respect of
CONTRACTOR's continuing obligations under thc Con-
tract Documents; and
14.16.2. a waiver of all claims by CONTRACTOR
, against OWNER other than those previously made in writ-
ing and still unsettled.
ARTICLE I5-SUSPENSION OF WORK AND
TERMINATION
Owner Mil' Suspentl Work:
15.1. OWNER may. at any time and without cause. sus-
pend the Work or any portion thereof for a period of not more
than ninety days by notice in writing to CONTRACTOR and
ENGINEER which will fix the date on which Work will be
resumed. CONTRACTOR shall resume the Work on the date
so fixed. CONTRACTOR shall be allowed an increase in the
Contract Price or an extension of the Contract Time. or both.
directly attributable to any suspension if CONTRACTOR
makes an approved claim therefor as provided in Articles II
and 12.
Owner May TermillllU:
15.2. U.... n the occurrence of anyone or more of the
following events:
15.2.1. if CONTRACTOR commences a voluntary case
under any chapter of the Bankruptcy Code (Title II. United
States Code), as now or hereafter in effect. or if CON-
TRACTOR takes any equivalent or similar action by filing
a petition or otherwise under any other federal or state
law in effect at such time relating to the bankruptcy or
ins_Qlv~~y;
15.2.2. if a petition is filed against CONTRACTOR
under any chapter of the Bankruptcy Code as now or
hereafter in effect at the time of filing, or if a petition is
filed seeking any such equivalent. or similar relief against
CONTRACTOR under any other federal or state law in
effect at the time relating to bankruptcy or insolvency;
15.2.3. if CONTRACTOR makes a general assignment
for the benefit of creditors:
IS.2.4. if a trustee. receiver. custodian or agent of
CONTRACTOR is appointed under applicable law or under
contract, whose appointment or authority to take charge
of property of CONTRACTOR is for the purpose of
enforcing a Lien aaainst such property or for the purpose
of general administration of such property for the benefit
of CONTRACTOR's creditors;
1S.2.S. if CONTRACTOR admits in writing an inabil-
ity to pay its debts generally as they become due;
15.2.6. if CONTRACTOR persistently fails to perform
the Work in accordance with the Contract Documents
29
ARTICLE 16-ARBITRA TION
t
16.1. All claims, disputes and other matters in question
between OWN ER and CONTRACTOR arising out. of. or
relating to the Contract Documents or the breach thereof
(except for claims which have been waived by the making or
acceptance of final payment as provided by paragraph 14.16)
will be decided by arbitration in accordance with the Con-
struction Industry Arbitration Rules of the American Arbi-
tration Association then obtaining subject to the limitations
of this Article 16. This agreement so to arbitrate and any
other agreement or consent to arbitrate entered into in accor-
dance herewit,h as provided in this Article 16 will be specifi-
cally enforceable under the prevailing law of any court having
jurisdiction.
-
(
16.2. No demand for arbitration of any claim, dispute or
other matter that is required to be referred to ENGINEER
initially for decision in accordance with paragraph 9.11 will
be made until the earlier of(a) the date on which ENGINEER
has rendered a decision or (b) the tenth day after the parties
have presented their evidence to ENGINEER if a written
decision has not been rendered by ENGINEER before that
date. No demand fO'r arbitration of any such claim. dispute
or other matter will be made later than thirty days after the
date on which ENGINEER has rendered a written decision
in respect thereof in accordance with paragraph 9.11 ; and the
failure to demand arbitration within said thirty days' period
shall result in ENGINEER's decision being final and binding
upon OWNER and CONTRACTOR. If ENGINEER renders
a decision after arbitration proceedings have been initiated,
such decision may be entered as evidence but will not supersede
the arbitration proceedings. except where the decision is
acceptable to the parties concerned. No demand for arbitra-
tion of any written decision of ENGINEER rendered in
accordance with paragraph 9.10 will be made later than ten
days after the party making such demand has delivered writ-
ten notice of intention to appeal as provided in paragraph
9.10.
16.3. Notice of the demand for arbitration will be filed in
writing with the other party to the Agreement and with the
I""-
American Arbitration Association. and a copy will be sent to
ENGINEER for information. The demand for arbitration will
be made within the thirty-day or ten-day period specified in
paragraph 16.2 as applicable. and in all other cases within a
reasonable time after the claim. dispute or other matter in
question has arisen. and in no event shall any such demand
be made after the date when institution of legal or equitable
proceedings based on such claim, dispute or other matter in
question would be barred by the applicable statute of limi-
tations.
16.4. No arbitration arising out of or relating to the Con-
tract Documents shall include by consolidation. joinder or in
any other manner any other person or entity (including
ENGINEER. ENGINEER's agents. employees or consul-
tants) who is not a party to this contract unless:
16.4.1. the inclusion of such other person or entity is
necessary if complete relief is to be afforded among those
who are already parties to the arbitration.
16.4.2. such other person or entity is substantially
involved in a question of law or fact which is common to
those who are already parties to the arbitration and which
will arise in such proceedings. and
16.4.3. the written consent of the other person or entity
sought to be included and of OWNER and CONTRAC-
TOR has been obtained for such inclusion. which consent
shall make specific reference to this paragraph; but no
such consent shall constitute consent to arbitration of any
dispute not specifically described in such consent or to
arbitration with any party not specifically identified in such
consent.
16.5. The award rendered by the arbitrators will be final.
judgment may be entered upon it in any court having juris-
diction thereof. and will not be subject to modification or
appeal except to the extent permitted by Sections 10 and II
of the Federal Arbitration Act (9 U .S.C. If 10.11).
[The remainder of this page was left blank intentionally.]
~
,
31
t
{
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~(
. '
ARTICLE 17-MISCELLANEOUS
Giving Notke:
17.1. Whenever any provision of the Contract Docu-
ments requires the giving of written notice. it will be deemed
to have been validly given if delivered in person to the indi..
vidual or to a member of the firm or to an officer of the
cOrp()ration for whom it is intended. or if delivered at or sent
by registered or certified mail. postage prepaid. to the last
business address known to.the giver of the notice.
Computation of Tilne:
17.2.1. When any period of time is referred to in the
Contract Documents by days, it will be computed to exclude
the first and include the last day of such period. If the last
day of any such period falls on a Saturday or Sunday or
on a day made a legal holiday by the law of the applicable
jurisdiction, such day will be omitted from the computa-
tion.
17.2.2. A calendar day of twenty-four hours measured
from midnight to the next midnight shall constitute a day.
General:
17.3. Should OWNER or CONTRACTOR sutTer injury
or damage to person or property because of any error, omis-
sion or act of the other party or of any of the other party's
employees oriQents or others for whose acts the other party
is legally liable, claim will be made in writing to the other
party within a reasonable time of the first observance of such
injury or damage. The provisions of this paragraph 17.3 shall
not be construed as a substitute for or a waiver of the pro-
visions of any applicable statute of limitations or repose.
17.4. The duties and obligations imposed by these Gen-
eral Conditions and the rights and remedies available here-
under to the parties hereto, and, in particular but without
limitation. the warranties, guarantees and obligations imposed
upon CONTRACTOR by paragraphs 6.30, 13.1, 13.12, 13.14,
14.3 and 15.2 and all of the rights and remedies available to
OWNER and ENGINEER thereunder, are in addition to,
and are not to be construed in any way as a limitation of, any
rights and remedies available to any or all of them which are
otherwise imposed or available by Laws or Regulations. by
special warranty or guarantee or by other provisions of the
Contract Documents. and the provisions of this paragraph
will be as effective as if repeated specifically in the Contract
Documents in connection with each particular duty, obliga-
tion, right and remedy to which they apply. All representa-
tions, warranties and guarantees made in the Contract Doc-
uments will survive final payment and termination or com-
pletion of the Agreement.
33
DOCUMENT 00800
SUPPLEMENTARY CONDITIONS
These Supplementary Conditions amend or supplement the Standard
General Conditions of the Cc)ntract Documents. All provisions
which are not so amended or supplemented remain in full force and
effect.
SC-l.l
SC-l DEFINITIONS
SC-1.2
The terms used in these Supplementary Conditions or
in the other Dc)cuments or Sections which are
defined in the Standard General Conditions or
Sections have the meanings assigned to them in the
General Conditionsl except as modified as follows:
Contract Pric~e - The moneys payable by OWNER
to CONTRACTO~~ under the Contract Documents, as
stated in the! Agreement. Initially determined
as the sum of the extension of the unit price
bid and the e:stimated quantity of Work, or the
total amount bid for Lump Sum bids.
ENGINEER - City of Prior Lake Engineering
Department, p'rior Lake City Hall, 4629 Dakota
street S.E., Prior Lake, Minnesota 55372.
Subcontractor An individual, firm, or
corporation having a direct contract with
CONTRACTOR or with any other Subcontractor for
the performance of a ~art of the Work whether
at or away from the s1te.
Successful Bidder The lowest qualified
responsible Bidder to whom OWNER gives Notice
of Award.
Whenever used in these Supplementary Conditions or
in the other Documents and Sections, the following
additional terms h4!lve the meanings indicated which
are applicable to both the singular and plural
thereof:
Access Road - That roadway included within the
construction limits for egress and ingress
from a public roadway to the construction
site.
Bidder An individual, partnership, or
corporation who submits a Bid for the Work to
be performed.
S.,C.l
during the ...' lfIil'l~er' of 1989. The water
table/moisturedbnterlts shown from these borings
may vary at the actual time of construction. The
COh'~'1<ACTOR should take his own borings to determine
the water table levels and moisture content of the
soil and its affE~ct in completinq the Work in those
areas affected.
Reference Points:
ENGINEER will provide engineering surveys for
construction including alignment, grade, and other
necessary pointe~ with proper notes thereon,
accompanied when necessazy be detailed
instructions. The COh'~'MCTOR w1ll be responsible
for the preservation of all survey stakes and
marks, and if, irl the opinion of the ENGINEER, any
of the survey stakes or marks have been carelessly
or willfully dE~stroyed or disturbed by the
CONTRACTOR, the cost to the OWNER for replacing
them shall be deducted from the payments due to the
COh'~'MCTOR for the Work. Survey stake material
shall be furnishEld by the COh.Ll\ACTOR.
CONTRACTOR shall provide ENGINEER sufficient notice
of need for const~ruction stakes to allow ENGINEER
24 hours for scheduling surveys and sufficient time
to accomplish suzvey. CONTRACTOR shall provide a
clear line of sit~e for staking as required and
shall immediately' notify the ENGINEER if any points
or stakes set are~ not true to line or grade or if
the staking appea,rs to deviate from the Drawings.
SC-5 BONDS AND INSURANCE:
SC-4.4
SC-4.5
SC-5.1
Performance and Other Bonds:
Bond forms used shall meet statutory requirements.
SC-5.3
CONTRACTOR'S Insurance:
CONTRACTOR'S insurance required by ~aragraph 5.3 of
the General Conditions is listed 1n the Special
Provisions.
SC-6 COh'~'MCTOR' S RESPONSIBILITIES
Labor, Materials, and Equipment:
SC-6.3 Amend the first sentence of paragraph 6.3 of the
General Conditions to read as follows: "COhJ.MCTOR
shall provide competent, suitably ~alified
personnel to perform construction as required by
,S.C.3
SC-9.8.1. Reviewtl1.e.proqress schedule, schedule of
Shop DJ~a\ifng submissions and schedule of
values prepared by COh~AACTOR and consult
with ENGINEER concerning their
acceptability.
SC-9.8.2. Attend preconstruct ion conferences.
Arrange a schedule of progress meetings
and other job conferences as required in
consult.ation with ENGINEER and notify
those expected to attend in advance.
Attend meetings, and maintain and
circulate copies of minutes thereof.
SC-9.8.3 Serve as ENGINEER'S liaison with
.CONTRACTOR, working principally through
CONTRACTOR'S superintendent and assist
him in understanding the intent of the
Contract Documents. Assist ENGINEER in
serving as OWNER'S liaison with
CONTRACTOR when CONTRACTOR'S operations
affect OWNER'S on-site operations.
SC-9.8.4 As re~~ested by ENGINEER, assist in
obtain~][lg from OWNER addi tional details
or info....uaation, when required at the job
site fOJr:' proper execution of the Work.
SC-9.S.5 Receive and record date of receipt of
Shop Drawings and samples, receive
samples which are furnished at the site
by COh.tJtACTOR, and notify ENGINEER of
their availability for examination.
SC-9.8.6 Advise I~NGINEER and COh~.l\AcrOR or its
superintendent immediately of the
commenCE~ment of any Work requirin~ a Shop
Drawing or sample submission 1f the
submissi.on has not been approved by
ENGINEER.
SC-9.S.7 Conduct on-site observations of the Work
in progress to assist ENGINEER in
determinling if the Work is proceeding in
accordanlce with the Contract Documents
and that, completed Work will conform to
the Contract Documents and approved Shop
Drawings and samples.
SC-9-S.8 Report to ENGINEER whenever he believes
that any Work is unsatisfactory, faulty
or defective or does not conform to the
Contract Documents, or does not meet the
S.C.5
SC-g. 8 .15 Re,coJ;"d. ..names, addresses
nWDber!1 ','t":',H,"' of all
Subcon1:ractors and major
Matericlls and equipment.
SC-9. 8 .16 MeasurE~ and record quantities of Work
comple1:ed in accordance with the units
and Me1~hod of Measurement specified in
the Cc)ntract Documents, or COh".a:.t<ACTOR
breakdc)wn in the case of lump sum bids.
and telephone
CONTRACTORS,
suppliers of
SC-9.8.17 Furnish ENGINEER periodic reports as
requirE~d of progress of the Work and
COh.LAAC:TOR'S compliance with the approved
progres;s schedule and schedule of Shop
Drawin~r submissions.
SC-9.8.18 Consult: with ENGINEER in advance of
scheduled major tests, inspections or
start c~f important phases of the Work.
SC-9.8.19 Report immediately to ENGINEER upon the
occurrE!nce of any accident.
SC-9.8.20 Review applications for payment with
COh.LAAC~OR for compliance with the
establi.shed procedure for their
submiss~ion and forward them wi th
recomme~ndations to ENGINEER, noting
particu.larly their relation to the
schedule of values, Work completed and
Materials and equipment delivered at the
site bu,t not incorporated in Work.
SC-9.8.21 During the course of the Work, verify
that certificates, maintenance and
operation manuals and other data required
to be assembled and furnished by
COh~~CTOR are applicable to the Items
actually installed; and deliver this
material to ENGINEER for his review and
forwarding to OWNER prior to final
acceptance of the Work.
SC-9.8.23 Conduct final inspection in the company
of ENGINEER, OWNER and CONTRACTOR and
prepare a final list of Items to be
completed or corrected.
SC-9.8.24 Verify that all Items on final list have
been c.ompleted or corrected and make
recommendations to ENGINEER concerning
accepta:nce.
S.C.7
SC-11.3.1 Where the Work involved is covered by
UnitPrlcE!:!f'~ contained in the Contract
Documen1:s, by application of Unit Prices
bid to 1:he actual quantities of the Items
involved. No adjustment in Unit Price
bid will be made for anf increase or
decreasE~ in actual quant1ties of Work
from thE~ estimated quantity contained in
the Cont:ract Documents.
Where the Work involved is not covered by
unit prlces in the Contract Documents, by
mutual C!lcceptance of a lump sum or by
applicat:ion of the provisions of
paragraphs 11.4, 11.5, and 11.6 of the
General Conditions.
SC-13 WARRANTY AND GUARANTEE: ,]~ESTS AND INSPECTIONS; CORRECTION,
REMOVAL OR ACCEPTANCE OF DJ!I.r'J!.l.:'~.IVE WORK:
Tests and Inspections:
SC-13.5
Organizations refE~rred to in paraqraph 13.5 of the
General Conditions~ shall also be acceptable to
ENGINEER.
CONTRACTOR may cc.ver utility line Work without
written concurrenc:e of the ENGINEER unless the
ENGINEER directs i.n writing that the utility line
Work, or portion t~hereof, remain uncovered until
ENGINEER directs C:ONTRACTOR to cover that Work.
SC-13.6
SC-16 ARBITRATION:
Delete this Article in its entirety. No claims, disputes and
other matters in ~estion bE!tween OWNER and CONTRACTOR will
be decided by arb1tration.
-- END OF SECTION --
S.C.9
DOCUMENT 00850
DRAWINGS
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I
{.
The Drawings for Downtown street Improvements, City Project
89-11, consist of the following:
r
t ,
Drawinq Number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Description
Title Sheet, Index and Location Map
Estimated Quantities
Quantity Tabulations
Typical Sections
Anna Trail - Street
Anna Trail - Storm Sewer
Duluth Avenue - street - S.A.P.
#201-101-03
r
Duluth Avenue - storm Sewer - S.A.P.
#201-101-03
Colorado Street - Street & utilities
r-
Colorado street - Street
Colorado street - storm Sewer & utilities
Arcadia Avenue - Street & utilities
-
West Avenue - Street
Cambridge Circle - Street & utilities
Dakota Street - Storm Sewer & Street
Dakota Street
Street & utilities
-
17
18'
Main Avenue Improvement
Landscape Plan
(19-74 Cross Sections)
...,.... ~ .
SECTION 01010
SPECIAL PROVISIONS
1. SPECIFICATIONS WHICH APPLY. All Work under this contract
shall conform to the requirements of the General Conditions,
Supplementary Conditions, and the following Standard
Specifications:
A.
Minnesota Department of Transportation (MnDOT) Standard
s~ecifications for Hiqhway Construction, latest edition,
D1visions II and III, available in Saint Paul,
Minnesota.
B.
City Engineers' Association of Minnesota (CEAM) Standard
utilities Specifications for Watermain and Service Line
Installation and sanita~ and Storm Sewer Installation,
attached to these Specif1cations.
It is pointed out that the re9Uirements of the
Specifications pertain to all divis10ns of the Work.
These Special provisions shall modify, amplify, or void as
indicated in all of the above. In cases where the standard
Specifications are in conflict with either the General
Conditions, Supplementary Conditions, or the Special Provisions,
the order of supersedence shall be Special Provisions,
Supplementary Conditions, General Conditions and Standard
Specifications. Paraqraphs herein for section 01010 are cross
referenced by corresponding number to the General Conditions and
the Su~plementary Conditions. sections 01010 thru sections 02950
inclus1ve, are included as a part of the Special Provisions.
Standard
2.
GENERAL CONDITIONS. The following requirements are special
provisions reqarding the General Conditions and Supplementary
Conditions of this contract.
SP-4 Availabilitv of Lands: Physical Conditions: Reference
Points
SP-4.1
Availabilitv of Land
Examination of Drawinqs, Specifications and site of
Work.
The CONTRACTOR shall not trespass on Easement areas
for site insiections or evaluation prior to
certification n writing from the ENGINEER that the
Easement rights are in effect.
S.P.1
:~l~~r~~~iS c~=ll'.~~t~~~e by the COh~l\ACTOR
SP-5 Bonds and Insurance
at
no
SP-5.3 COh...dCTOR'S Liabilitv Insurance
The COh...AACTOR shall indemnify and hold harmless
the OWNER and the ENGINEER against liability,
claims and lawsuits of any kind, arising directly
or indirectly from any act of the CONTRACTOR, its
agents, Suppliers, employees or Subcontractors in
the course of the Work.
The CONTRACTOR shall not commence Work under this
contract until he has obtained all insurance
required herein and such insurance has been
approved by the OWNER. All such insurance
contracts shall be maintained throughout the life
of this contract and shall be evidenced by
carrier's certificates filed with the ENGINEER.
SP-5.3.1
SP-5.3.7
SP-5.4
SP-5.4.1
The CONTRACTOR shall not allow any Subcontractor to
commence Work on his subcontract until such
Subcontractor has obtained satisfactory insurance
coverage as to compensation, public liability,
property damage and automobile insurance.
Compensation Insurance. The CONTRACTOR shall
maintain such insurance as will protect him from
claims under workmen's compensation acts, and from
any other claims for damages for personal injury,
includin9 death, which may arise from operations
under th1S contract, whether such operations be by
himself or by any Subcontractor or anyone directly
or indirectly employed by either of them.
Automobile Insurance. The CONTRACTOR shall take out
and maintain during the life of the contract,
Comprehensive Automobile Public Liability Insurance
on all automotive equipment owned, rented or
borrowed by CONTRACTOR or any Subcontractor with
respect to the Work, in the minimum amount of
$500,000.00 for injuries including accidental death
to anyone person and $1,000,000.00 for in~uries
inc1udin9 death resultinq from anyone acc1dent.
This pol1cy must also provide $500,000.00 Property
Damaqe coveraqe.
Contractual Liability Insurance
Public Liability and Property Damaqe Insurance. The
CONTRACTOR shal take out and maintain during the
life of this contract such Comprehensive Public
S.P.3
The fire insuratlC~i~\ftiia not be furnished provided
the COh~KACTOR does not ask for payments of
Material stored on the site. If the COh~AACTOR
expects to receive payment for Material stored on
the site, then he must carry fire insurance and
extended coverage in the amount of 60% of the
contract in order that insurance protection will be
provided against vandalism and malicious mischief.
SP-6 CONTRACTOR'S ResDonsibilities
SP-6.11
SP-6.13
SP-6.16
SP-6.17
Testing. All testing called for in the
Specifications shall be paid for by the OWNER
except that retesting of original test failures to
be paid by the CONTRACTOR.
Permits
Permits and Licenses. Applications for obtaining
the following permits will be submitted by the
OWNER: MnDOT, Scott County Highway De-)artment,
Minnesota Department of Health, and t~e Prior
Lake/Spring Lake Watershed District. Additional
requirements deriving from these permits will be
inco~orated in these Specifications. Requirements
may include bonds from COh~AACTOR to government
agency when performing the Work in County or State
Highway right-of-way.
Maintenance DurinQ Construction. The CONTRACTOR
shall notify the property owner before any driveway
is blocked and provide sufficient' time to move
their vehicles. No driveway shall be blocked for
more than 24 hours without written authorization of
the ENGINEER.
Use of Materials Found on the Work. The City of
Prior Lake retains ownership of all Materials
salvaged, removed, or excavated under this
contract. Excavated soils or ag<Jregates shall be
used to their fullest extent w1thin the Project
under this contract as directed by the ENGINEER.
Existing pipe to be removed as shown on Drawings is
to become the property of the CONTRACTOR.
The COh~l\ACTOR will be required to dispose of all
excess Material deposits following construction and
prior to final acceptance of the Project. The cost
of disposing of excess Material as described shall
be incidental.
S.P.5
SP-6-24 ShoO Drawinqs i~;iBallJ>.lieS.
SP-6.24.1 Pipe Tests. The CONTRACTOR shall have furnished to
the ~~b~~~ER by each pipe manufacturer two copies
of the manufacturer's certification of inspection
and testing standard compliance and report of tests
made on each type of pi~e delivered to this
Project. For pipe de11vered without the
manufacturer's certification. the COh~AACTOR
shall, at the ENGINEER'S direction, have samples of
untested pipe delivered to an independent
laboratory for testing.
SP-11 Chanqe of Contract Price
Cost of the Work. E~ipment costs for any
machinery or special equipment other than small
tools (but including fuel and lubricants), the use
of which has been authorized by the ENGINEER as
noted in the standard General Specifications, shall
be paid to the CONTRACTOR based on the rental rates
established by MnDOT Commissioner in the Equipment
Rental Schedule as last issued and currently in
effect on the date the Change Order is issued.
The rental rates will be paid for the actual time
the machinery and equipment are in operation on the
Change Order Work, plus travel time or
transportation allowances, but to which sum no
percentage will be added.
Travel time to and from the location of the Change
Order Work will be allowed at rental rate when the
equipment is moved under its own power. When
trans~ortation from one site to another is by other
than 1ts own power, the actual operation time
during periods of loading and unloading will be
allowed at rental rates, and the actual
transportation costs will be added to the sum of
the rental costs.
SP-14 Payments to COh~AACTOR and Completion
SP-11.4
SP-14.2
Partial Payments. Payment equal to 95'
value of the Work completed will be on a
basis.
of the
monthly
Monthly estimates will be prepared on a basis of
Work performed through the end of each month.
Payment for that month's Work will be sent to the
CONTRACTOR approximately within 30 days after the
end of the preceding month.
S.P.7
have not been;fjlltad.~~';~roperly , making necessary
additional inspections and assembly of punch lists,
the OWNER shall be entitled to recover as damages
and may deduct the unpaid part of the contract the
cost of the ENGINEER and his assistants while
engaged in the additional inspections assembly of
punch lists.
SP-14.13 Final PaYment and Acceptance
SP-14.13.1Certificate of Withholdinq state Income Tax. Final
payment shall not be made to the CONTRACTOR until
he furnishes a certificate showing that he has
complied with the provisions of M.S.A. 290.92
requiring withholding income tax wages at the
source. said certificate shall be executed by the
Commissioner of Taxations. Fo~ws for certification
may be obtained from the Withholding Tax Unit,
Department of Taxation, Centennial Building, saint
Paul, Minnesota 55101.
SP-14.13.2Liens. Neither the final payment nor any part of
the retained percentage shall become due until the
CONTRACTOR shall deliver to the OWNER a complete
release of all liens arising out of this contract,
or receipt in lieu thereof; and, in either case, an
affidavit that,., so far as he has knowledge or
information, the release and receipts include all
of the labor and Materials for which a lien can be
filed. The COh~~CTOR may, if any Subcontractor
refuses to furnish a release or receipt in full,
furnish a Bond satisfactory to the OWNER to
indemnify the OWNER against any claim by lien or
otherwise. If any lien and/or claim remains
unsatisfied after all payments are made, the
COh~~CTOR shall refund to the OWNER all moneys
that the latter may be compelled to ~ay in
discharging such lien and/or claim includ1ng all
costs and attorney"s fees.
SP-14.13.3Bondinq Comoany Consent Letter. Final acceptance
. will not be made until the CONTRACTOR furnishes a
consent letter from the Bonding company for final
payment for the Work.
SP-14.15 CONTRACTOR'S Continuinq Obliqations
SP-14.15.1Extension of Time and Failure to Com~lete on Time.
Any and all extensions of time shall be in
accordance with Article 12 of the General
Conditions.
S.P.9
The Work is located with-i1\~ittre~:;'eorporate limits of the City
of Prior Lake, Minnesota.
The Project Area includes the following streets: Anna Trail,
Arcadia Avenue, Cambridge Circle, Colorado street, Dakota
street, Duluth Avenue, and West Avenue. Approximately 9,500
lineal feet of City street will be improved by storm sewer,
bituminous surfacing, concrete curb and gutter, and
a~purtenant Work. A total of 6,600 lineal feet of street
w11l be reconstructed with the rest of the street length to
have a bituminous overlay placed. A municipal parking lot
approximately 200 lineal feet is included with detailed plant
installation. streets in this Project have generally an
existing 2" bituminous pavement with 6" of granular aggregate
base. This pavement was installed approximately in 1960-61
after the sanitary sewer was installed. Existing watermain
on Colorado street - east of Duluth Avenue, Duluth Avenue,
Arcadia Avenue, and Dakota street - east of Arcadia Avenue
was installed in 1936. Other areas had wate4wain installed
in approximately 1960. The general nature of the Project is
to rebuild the street pavements to a 7 ton design with Duluth
Avenue being the exception which will be 9 ton design as
Duluth Avenue is a state Aid street. Improvements will be
made to the sanitary sewer, watermain, and storm sewer
facilities associated with the reconstruction of street
pavements. storm sewer systems will be replaced on Anna
Trail, Duluth Avenue, Colorado street, and Dakota street.
Sanitary sewermain will be repaired at three locations, with
two services added and possible relocation of services due to
conflict with proposed storm sewer. watermain Work includes
the exposing of water service lines in the 1936 watermain
area to determine if the service line is made out of lead.
If lead pi~e is detected, this pipe wil be replaced to the
property l1ne and the ~roperty owner notified of the service
pipe material. Exist1ng hydrants will be replaced with
hydrants having a 4" pumper nozzle and 6" qate valves will be
installed upon replacement. Existing gate valves in the
Project area will have new packinq installed on valve bonnets
and new services will be installed as well as necessary
relocations due to conflicts with the proposed storm sewer
Work.
Closing of a street/parking lot or a portion of it will
require ENGINEER'S approval and shall be properly signed and
barricaded per Mn/DOT Uniform Traffic Control Manual
standards prior to doing. The CONTRACTOR will notify the
ENGINEER at least one week in advance prior to any closing.
Emergency vehicle access must be maintained at all times on
citI streets. CONTRACTOR must maintain driveway access to
res dents durinq the Project except for when the concrete
curb and gutter is placed and the three day curing time.
S.P.l1
in the Bid Proposal r~Shjll""'>b.
obligation of the COh~AACTOR and
therewith shall be included in
submitted in the Bid Proposal.
4. METHOD OF MEASUREMENT FOR PAYMENT. The following methods of
measurement for payment will be used to derive the quantities
installed:
considered a
all costs in
the amounts
subsidiary
connection
and prices
A. Sanitary Sewer Construction
1. Connect to Existinq Sanitary Sewermain (Saddle
Connection 4" or 6": Connection shall be
measured per each and paid at price quoted in the
Bid Proposal.
2. Sanitary Sewer Pipe shall be measured by the lineal
foot of all depth zones for each size and type of
pipe mainline as designated in the Proposal pay
Items.
3. Sanitary Sewer Service: Sewer service pipe shall
be measured by the linear foot horizontally from
center of sanitary sewer main to the ~roperty line
and paid at the price quoted in the B1d Proposal.
4. Rock Foundation: Rock foundation shall be used for
stabilizing the trench bottom for placement of
sewer pipe when ordered by the ENGINEER and will be
measured by ton and paid at price quoted in the Bid
Proposal. The price quoted shall include loading,
hauling, placing and compactin~. Disposal of
surplus or waste Materials to be 1ncluded in unit
prices.
5. Granular Borrow: Granular Borrow shall be used for
backfill placement when suitable Material is not
available on site to properly backfill the trench
area as determined by the ENGINEER. Payment will
be made per ton at price qUoted in the Bid Proposal
Form and includes loading, hauling, placing and
compacting Material. Disposal of surplus or waste
Materials to be included in unit prices.
B. Watermain Construction
1. Watermain shall be measured by lineal foot complete
ln place and paid at price quoted in the Bid
Proposal.
2. Gate Valves shall be measured per each, and paid at
price quoted in the Bid Proposal.
S.P.13
the Project area';'and>"paid at the price quoted in
the Bid Proposal.
16. Repack Existinq Gate Valves shall be measured per
each, and paid at price quoted in the Bid
Proposal.
17. Remove and Replace Existina CUrb stop Box shall
be measured per each, and paid at price quoted in
the Bid Proposal.
18. Relocate Hydrant shall be measured per each, and
paid at pr1ce quoted in the Bid Proposal.
19. Locate Existin<J Curb Box shall be measured by the
hour for the t1me of excavation in locating curb
box and paid at price quoted in the Bid Proposal.
C. storm Sewer Construction
1. storm Sewer Pipe: Sewer pipe shall be measured by
lineal foot horizontally from centerline of catch
basin or manhole structure to centerline of catch
basin or manhole, and paid at the price quoted in
the Bid Proposal.
2. Catch Basins will be measured per each and paid at
price quoted in the Bid Proposal.
3. Catch Basin-Manhole: The catch basin-manhole will
be measured per each, and paid at the price quoted
in the Bid Proposal.
4. Manhole - 54" 1.0.: The 54" I.D. manhole will be
measured per each, and paid the price quoted in the
Bid Proposal.
5.
Flared End section will be measured per
including trashguard, and paid at the price
in the Bid Proposal.
6. Rip Rap will be measured bf the Ton complete in
place, and paid at the pr1ce quoted in the Bid
Proposal.
each,
quoted
7. Filter Blanket will be measured by the Ton complete
in place, and paid at the price quoted in the Bid
Proposal.
8. Rock Foundation: Rock foundation shall be used for
stabilizing the trench bottom for placement of
sewer pipe when ordered by the ENGINEER and will be
measured by ton and paid at price quoted in the Bid
Proposal. The price quoted shall include loading,
hauling, placing and compactin9. Disposal of
surplus or waste Materials to be 1ncluded in unit
prices.
S.P.15
and disposal of:KC!)f'f~ite. Existing granular
ag9regate base Material shall be excavated and
ut11ized as granular backfill in subgrade
excavation areas as determined by the ENGINEER.
Payment will be made per cubic yard at ~rice quoted
in the Bid Proposal. The price shall 1nclude the
excavating, hauling, disposing, stockpiling of
Material as specified.
10. Subcrrade Excavation: The quantity of subgrade
excavation will be measured by using cross sections
and average area end calculations to determine the
volume in cubic yards and paid at the price quoted
in the Bid Proposal. Payment includes the disposal
of excavated material.
11. Topsoil Borrow: Topsoil will be measured by cubic
fard, (loose volume) and paid at the price quoted
1n the Bid Proposal.
12. Granular Borrow: Granular Material for roadway
sub~rade when suitable Material on site is not
ava1lable will be measured by Ton and paid at the
price quoted in the Bid Proposal. The price quoted
shall include loading, hauling, placing, and
compacting. Disposal of surplus or waste Materials
to be included in unit prices.
13. Test Rollinq: Test Rolling will be measured by
road stations of 100 feet in length along the
centerline of roadbed and paid at the price quoted
in the Bid Proposal.
14. Subgrade Preparation: Payment will be measured
by length in road stations of 100 feet along the
centerline of the roadbed and paid at the price
quoted in the Bid Proposal.
15. Boulevard Preparation: is for the grading work
necessary behind new B618 concrete curb and gutter
to prepare the area for items such as driveways,
sod, seed, and sidewalks. Boulevard preparation
shall be measured per lineal foot along new B618
concrete curb and gutter and paid at the price
quoted in the Bid Proposal.
17.
Aq9re9ate Base. Class 5 (100' Crushed):
Mater1al will be measured by Ton and paid at
price quoted in the Bid Proposal.
Bituminous Patchinq Mixture: shall be used
recondition the existing street pavement prior
overlay or surface courses and will be measured
Base
the
16.
to
to
by
S.P.17
27. 6" Concrete Drivewavl'~Pavement: Concrete driveway
will be measured per square yard, including 4" sand
cushion, and paid at the price quoted in the Bid
Proposal.
28.
29.
30.
31.
silt Fence: will be measured by the lineal
horizontally and paid ~t the price quoted in
Bid Proposal.
foot
the
Seed. Mixture No.
acre and paid at
Proposal.
Soddinqt TyVe A:
yard and pa1d at
Proposal.
Mulch Materiall Tvpe 1: Mulch will
per Ton and pa1d at the price quoted
Proposal.
5:
the
will
price
the
Bid
be measured
quoted in
by
the
will be measured by the square
the price quoted in the Bid
be measured
in the Bid
32. Commercial Fertilizer: Fertilizer will be
measured per pound and paid at the price quoted in
the Bid Proposal.
33. Plant Installation: Payment shall be a lump sum
bid for the number of trees and shrubs as shown on
the Plant Schedule and Drawings. Includes wood
chip mulch as shown on Drawings.
Miscellaneous Construction Items:
1.
2.
3.
Remove and Replace Timber Retaininq Wall: This
Item will be paid for by the square foot and based
on the square footage on the new timber retaining
wall. Payment includes removal of existing
retaining wall, excavation of area for new wall,
~rotection of trees, salvagin~ of fence,
1nstallation of new timber reta1ning wall per
Detail Plate and installation of fence.
6" x 6" Timber Retaininq Wall: Payment will be
measured by the square foot and paid at the price
quoted in the Bid Proposal.
Rock Retaininq Wall: Payment will be measured by
the square foot based on the square footage on rock
wall restored and paid at the price quoted in the
Bid Proposal.
S.P.19
PART 3 - EXECUTION
3.01.CONSTRUCTION REQUIREMENTS. Each excavation shall be kept
dry during the course of all Work herein, including
subgrade preparation, pipe installation, structure
construction and backfilling, to the extent that no
damage from hydrostatic pressure, flotation or other
damage results. All excavations shall be dewatered to a
depth of at least 3 inches below the bottom of the
concrete slab or pipe to be installed therein.
The CONTRACTOR shall provide all power, pumps, Materials
and apparatus necessary" and shall be responsible for
disposing of the water pumped from the excavation in a
manner which will not interfere with other Work within
the area and not to damage public or private property.
The CONTRACTOR will be held responsible for the
condition of any pi~e, conduit, ditch, channel or
natural watercourse ut1lized for drainage purposes, and
all erosion, sediment or other adverse results of their
use shall be repaired.
The CONTRACTOR shall take his own soil borings to
determine the water table level at the actual time of
the Work. The Soil Boring Report included in these
Specifications were taken during the winter. No change
condition will be allowed due to the variation of water
table levels on this Project.
END OF SECTION
SECTION 02104 - REMOVING MISCELLANEOUS STRU\...uJRES
PART 1 - GENERAL
1.01 THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND
SPECIAL PROVISIONS apply to this and every section of
the Specifications.
1.02 SCOPE. The provisions of MnDOT 2104 shall apply except
as modified below:
1.03 MEASUREMENT AND PAYMENT. Payment for removal Items shall
be made only as shown in the Bid Proposal and Section
01025, Measurement and Payment.
PART 3 - EXECUTION
Limits of all removal operations shall be dete~~ined by the
ENGINEER in the field. No removal operations shall begin
until permission of the ENGINEER is obtained.
S.P.21
MEASUREMENT AND PAYMENT: Refar:to Section 01025, Measurement
and Payment for Common Excavation, Subgrade Excavation,
Topsoil Borrow, and Granular Borrow Items.
END OF SECTION
SECTION 02111 - TEST ROLLING
PART 1 - GENERAL
1.01.THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS ,AND
SPECIAL PROVISIONS apply to this and every section of
the Specifications.
1.02 SCOPE. This section of the Specifications
accordance with the provisions of MnDOT
2111.
shall be in
Specification
1.03 MEASUREMENT AND PAYMENT. Refer to
Measurement and Payment.
Section
01025,
PART 2 - PRODUCTS
2.01 Test Rolling of street subgrade shall be accomplished by
use of a heavily loaded tandem dump truck or front end
loader as determined by the ENGINEER.
PART 3 - EXECUTION
3.01 The ENGINEER will make the final determination if the
roadbed is unstable.
END OF SECTION
SECTION 02112 - SUBGRADE PREPARATION
PART 1 - GENERAL
1.01 THE GENERAL CONDITIONS. SUPPLEMENTARY CONDITIONS AND
SPECIAL PROVISIONS apply to this and every section of
the Specifications.
1.02 SCOPE. This section of the Specification
accordance with the provisions of MnDOT,
2112.
shall be in
Specification
1.03 MEASUREMENT AND PAYMENT. Refer to
Measurement and Payment.
Section
01025,
END OF SECTION
S.P.23
SECTION 02231 - BlTUMINQUa~ PATCHING MIXTURE
PART 1 - GENERAL
1.01 THE GENERAL CONDITIONS! SUPPLEMENTARY CONDITIONS. AND
SPECIAL PROVISIONS app y to this and every section of
the Specifications.
1.02 SCOPE. This section of the Specifications shall be as
per MnDOT Specification 2231 except as modified herein:
1.03 MEASUREMENT AND PAYMENT. Refer to
Measurement and Payment.
PART 2 - PRODUCT~
2.01 The bituminous patching mixture shall be hot plant-mixed
bituminous mixture conforming to MnDOT Specification
2331 base course mixture.
section
01025,
2.02 Bituminous material for the mixture shall be Asphalt
Cement 85/100 penetration.
PART 3 - EXECUTION
3.01 CONSTRUCTION. Bituminous patching
used to repair the base course
following areas:
1. Patching of existing bituminous pavement where
failure has occurred and prior to a leveling or
wearing course. The ENGINEER will mark areas where
pavement has failed. Thickness of patch will be
determined by the ENGINEER as follows and shall be
flush with adjacent existing pavement:
mixture shall
pavement for
be
the
A. )
For 3 inch overlay or less, the thickness of
patch will be 4 inches. On overlay sections
greater than 3 inches in thickness, the
thickness of patch will be 2 inches.
2.
Patching of existing bituminous pavement
to concrete curb and gutter shall be done
overlay thickness is less than 3 inches
ordered by the ENGINEER.
3. Patching of existing bituminous pavement to match
the surface grade of bituminous pavements.
Thickness of patch shall be the same as the
adjacent existing pavement thickness minus the 1
1/2" wearing course thickness.
adjacent
when the
and is
S.P.25
1.02 SCOPE. This section. of ;,bhe"Specifications shall be as
per MNDOT Specification 2341 except as modified herein:
1.03 MEASUREMENT AND PAYMENT.
Measurement and Payment.
Refer to section 01025,
PART 3 - EXECUTION
SPECIFICATION 2341
MODIFIED PLANT MIXED BITUMINOUS PAVEMENT
(Wearing Course - Fine Mix)
A plant mixed bituminous pavement shall be constructed
in accordance with MnDOT Specification 2341, except as
modified herein and is subject to any additional
modification included in the Special provision and/or
Drawings.
2341.2
A.
MATERIALS
AGGREGATE
Mineral aggregate shall meet the requirements of
Specification 3139 (Graded Aggregate for Bituminous
Mixture); except that the combined aggregate (8) shall
be uniformly graded from coarse to fine and shall meet
the following gradation requirements:
1/2 inch
#4
#200
Percent
Passinq
100
50-85
2-10
Sieve
Size
Mineral Filler--------------------3145
Hydrated Lime---------------------3106
Mineral filler or hydrated lime may be added in an
amount not to exceed 5 percent or 2 percent,
respectively, of the total weight of ag~~egate. No
direct compensation will be made for incorporation of
any such additives.
The composite of aggregates shall meet the requirements
of 3139 SA-a aggregate relative to crushing, Los Angeles
Rattler loss and spall Materials.
B. BITUMINOUS MATERIALS 3151
ASPHALT CEMENT SHALL BE 85/100 PENETRATION
S.P.27
to the start of Work.,o"\,'l'his job mix preparation is
incidental to the Work.
Trial Mix Tests (a) Test Properties
Marshall Stability (50 Blows)
Air Voids in Min. (%) (b)
Minimum
500 lbs.
3
Maximum
3,000 lbs.
5
Test procedures are on file in the Department of
Transportation Materials Engineering Laboratory in
st. Paul.
To the extent permitted by these specifications,
the mixture should be designed with 4 percent air
voids.
(3) Asphalt cement content, as determined by the trial mix
test procedures and above criteria, shall not exceed 6.8
percent nor be less than 5.5 percent by total weight of
mixture.
(4)
(5)
(a)
(b)
In the event that 100 percent taconite tailings are
supplied the maximum as~halt content permitted shall be
7.5 percent and the maX1mum air void limit will not
apply.
The COh'~"1<ACTOR may elect to use a mixture resul ting in
an asphalt content that exceeds the maximum limit; but,
the Contract Agency will deduct the excess design
asphalt from the pay quantity for bituminous Material
for mixture based on the difference between the maximum
limit and the higher job-mix asphalt content. The
difference will be deducted in all cases, even if the
daily average of the bituminous Material incorporated
into the mixture is below the maximum limit established
(as determined by tank stickings, meter readings or
observations of batch weights). The normal 0.3
percentage point asphalt content tolerance shall be
applied to the amount desiqnated b~ the ENGINEER.
The requirements for mixture proportions shall be in
accordance with 2331.3E; except that, the Job-Mix
Formula IJ.M.F.) percentages and permissible Working
range w 1l be established based on the composite
aggregate gradation of the approved trail mix sample.
The Working range will be determined by applying plus
and minus tolerance to the J.M.F. in accordance with the
following:
sieve size
3/8 inch
No. 4
No. 10
No. 40
No. 200
Tolerance %
+/- 7
+/- 7
+/- 7
+/- 6
+/- 3
S.P.29
2331. 3J THICKNESS ANDSURFltOE;t'RE<2UIREMENTS
The thickness of completed bituminous driveway pavement
shall be 3".
END OF SECTION
SECTION 02357 - BITUMINOUS TACK COAT
PART 1 - GENERAL
1.01 THE GENERAL CONDITIONSf SUPPLEMENTARY CONDITION AND
SPECIAL PROVISIONS apply to this and every section
of the Specifications. '
1.02 SCOPE. This section of the Specifications shall be
as per MnOOT Specification 2357 except as modified
herein:
1.03 MEASUREMENT AND PAYMENT. Refer to Section 01025,
Measurement and Payment.
PART 3 - EXECUTION
3.01 CONSTRUCTION. Bituminous Material for tack coat
shall be CSS-1H Emulsified Asphalt.
END OF SECTION
SECTION 02502 - SUBSURFACE DRAINS
PART 1 - GENERAL
1.01 THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS
AND SPECIAL PROVISIONS a~ply to this and every
sect10n of the Spec1f1cat1ons.
1.02 SCOPE. This section of the Specifications shall be
as per MnDOT 2502 except as modified herein:
1.03 MEASUREMENT AND PAYMENT. Subsurface drain pipe
will be measured as storm sewer pipe as referred to
in Section 01025, Measurement and Payment.
Includes Geotextile Fabric around trench.
PART 2 - PRODUCTS
2.01 The subsurface drain shall be 15" RCP perforated
conforming to MnDOT 3236 (Reinforced Concrete Pipe)
S.P.31
l"'""'"
~
~
/~
.1e
PART 2'.,PR&DUCTS
l"'""'"
I
I
2 .01 The 4, II Granular sand cus'
qradation of 3149 Granular F
The CONTRACTOR will provld.
the followinq method:
1. Add uniform 1/2" 7
"MacDonald Mix". Sp'
surf4ce soft, Bull'
a9qreqate. . A coni
supplied to exposed
Concrete Paver Bricks a-
thick. Color of the concr~~
with the BHGlh6:t.J< to Jlaka the .~
color type.
PART 3 - EXECUTION
2..02
i
l"'""'"
2.03
r-
I
3.01
by
.ix
keep
expose
..l be
.ralk.
2 1/2"
be red
:tion of
Concrete walk and exposed a~I'Jreqate concrete walk
shall have contraction joints at even intervals so
the panels are square and do not exceed 36 square
feet of area. Expansion joints shall be placed at
60' maximum intervals and abutting all pe~wanent
structures.
Concrete walk construction thru concrete driveway
apron shall be per MnDOT standard Plate 7035J.
Driveway width as shown on Drawings.
Concrete walk with red Concrete Power Brick Joints
shall be installed with joints, as shown on Drawings
and as detailed on City standard Plate No. 504.
Pedestrian curb ramp shall be installed at
locations on Drawings ~er MnDOT Standard Plate
7036C and paid per un1t bid price of exposed
aggregate concrete walk.
END OF SECTION
SECTION 02531 - CONCRETE CURBING
PART 1 - GENERAL
1.01 THE GENERAL CONDITIONS SUPPLEMENTARY CONDITIONS. AND
SP~~~AL PROVISIONS apply to this and every section of
the Specifications.
S.P.33
1.03 MEASUREMENT AND PAYMEN't.' 'iRefer to
Measurement and Payment.
section
01025,
PART 2 - PRODUCTS
Materials for use in turf establishment are as follows:
2.01.FERTILIZER Commercial fertilizer, analysis 12-12-12
MnDOT Specification 3881, shall be spread at the rate of
500 pounds per acre.
2.02.S0D. The sod, cut from blue~rass, shall meet the
requirements of MnDOT Specificat10n 3878.
2.03 SEED. The ~rass seed shall be Seed Mixture NO.5, MnDOT
specificat10n 3876, ap~lied at a rate of 50 pounds per
acre in locations as d1rected by the ENGINEER.
2.04 MULCH. Ty~e 1 mulch meeting the requirements of MnDOT
Spec1ficat1on 3882 shall be applied to seeded areas at
the rate of 2 tons per acre, and anchored by discing,
exce~t where plastic netting for stabilization is
spec1fied.
PART 3 - EXECUTION
3.01 TURF ESTABLISHMENT. The requirement for sod, seed, and
fert1l1zer and the placing or applfing thereof shall be
in accordance with MnOOT Specif1cation 2575 and as
modified below:
The CONTRACTOR shall car~ on his operation in such
fashion that only the min1mum amount of sod is disturbed
or removed. The ENGINEER shall determine if the
disturbed area should be replaced with seed or sod. It
is anticipated that the only areas requiring sodding
will be those Work areas which are presently
well-established lawns, and for erosion control.
Payment for furnishing and replacing sod within the
a~proved limits of construction shall be made under the
b1d Item for Sodding in the Bid Proposal. The cost of
replacing anf sod disturbed in areas outside of the
approved lim1ts of construction shall be considered
incidental.
Topsoil salvaged from the excavations shall be spread to
a 4 inch depth over all street Right-of-way to be seeded
or sodded. If topsoil does not exist n sufficient
quantities to allow replacement to 4 inch depth, the
ENGINEER may direct that the deficiency in topsoil be
hauled in by the CONTRACTOR from outside sources.
S.P.35
2.02 HYDRANTS shall be mechanical'joint Waterous Pacer WB-67
Traffic type and shall conform to AWWA Specifications
C502-64. The hydrants shall be furnished for 7'6" bury
with heavy duty operating rod.
The hydrants shall have two 2-1/2" hose connections
(thread size 3-2/32" 0.0. 701.2 T.P.I) and one 4-1/2"
pumper connection (thread size 5-24/32" 0.0. 4 T.P.I.).
Threads shall be Nationa,l Standard.
The cap nuts shall be ~entagon, 1-1/2" point to flat,
counter clockwise open1ng.
The hydrants shall be furnished with a 16" traffic
section (24" from ground line to centerline of nozzle).
All hydrants shall have a six inch mechanical joint
inlet for connecting to a six inch ductile iron lead
from the main.
The hydrant shall have all working parts of bronze and
shall be desi~ned for 250 psi working pressure and 300
psi hydrostat1c pressure.
Hydrants shall be painted one coat of red lead paint and
two finish coats of an approved paint of red color.
Each hydrant shall be furnished with a
snow flag to be mounted on the top
hydrant.
2.03 COPPER TUBING Copper tubin~ shall be Type K water tube,
conforming to AWWA Spec1fication 7S-CR or latest
amendment thereto.
spring-mounted
flange of the
2.04 VALVES Gate valves shall be resilient seat
American-Darling or approved equal, with mechanical
joints, meeting AWWA Specification C500. All gate
valves shall be left in the open position except as
directed by the ENGINEER. Valves shall have "O-Ring"
construction and be designed for 200 psi working
pressure.
2.05 VALVE BOXES Valve boxes shall be Clow, Tyler, or
approved equal, screw type for 5-1/4" shaft, cast iron,
American made, cover marked with "Water". Cover to be
"Stay-Put" Clow F-2493, or equal. Box to be adjustable
a minimum of 6" up and down from the specified depth of
pipe bury.
2.06
CORPORATION STOPS corporation stops
McDonald 4701 or approved equal for 1"
tubing.
shall be A.Y.
diameter copper
S.P.37
Valves on branch linesror,'on"hydrant leads shall be tied
to an adjacent tee or cross fitting. Retainer glands
may be used in lieu of tie rods if approved by
ENGINEER.
3.03 ALIGNING AND FITTING OF PIPE Alignment and fitting of
the pipe shall conform to the following AWWA table:
AWWA C-600
TABLE FOR
MAXIMUM DEFLECTION FOR DUCTILE IRON WATER PIPE
Nominal
Pipe
Diameter
6
8
10
12
Push-On Joints Mechanical Joints
Deflection - Deflection -
Inches/Length InchestLenqth
16 18 20 16 18 20
17 19 21 24 27
17 19 21 18 20
17 19 21 18 20
17 19 21 18 20 22
3.04 DISINFECTION OF WATERMAINS Disinfection procedures when
cutting into or connecting to existing watermains shall
be in accordance with the provisions of AWWA C-651 and
as will meet the health regulation requirements of the
State.
Unless otherwise indicated in the Contract, the
CONTRACTOR shall furnish all Materials and_ perform the
disinfecting, flushing, and testing as necessary for
meetin9 the water quality requirements. The flushing
operat1ons and the form of chlorine and method of
application to be used shall be subject to approval by
the ENGINEER.
3.05 TRENCH PREPARATION The watermain excavation and trench
preparation shall be in accordance with Article 2611.38,
Preparation and Maintenance of Foundations in the
standard utilities Specifications. The Earth Foundation
Bedding Method as shown in Standard Plate 102 attached
to these Specifications shall be used for all pipe
installation where groundwater or unstable material does
not create a problem. Where, in the opinion of the
ENGINEER, unstable material prevents use of this bedding
method, then the COh~AACTOR shall install Granular
Bedding or Trench Stabilization Material as shown on
Standard Plate 101 or 104.
The granular Material may be taken from the Project
site. The cost of the granular Material required,
furnished and placed in the pipe zone, shall be included
in the price per foot of wate~main complete in place.
S.P.39
If the service line,mat.e~iu is lead, the CONTRACTOR
shall remove the existing line from the curb stop to
the corporation stop and install copper tubing and new
curb stop and box to the existing house service line.
3.09 REPACK EXISTING GATE VALVES Existin9 gate valves
within the project area shall have pack1ng replaced in
the valve bonnet. Work includes the excavating,
repacking of valve, backfilling and compacting of
excavation area.
3.10 ADJUST EXISTING CURB BOXES Existing curb boxes within
the project area will be adjusted to be flush with the
finish grade. Any materials necessary for adjustment of
curb boxes shall be included in the bid Item.
END OF SECTION
SECTION 2621 - SANITARY SEWER CONSTRUCTION
PART 1 - GENERAL
1.01.THE GENERAL CONDITIONS. SUPPLEMENTARY CONDITIONS AND
SPECIAL PROVISIONS apply to this and every section of
the Specifications.
1.02.SCOPE. Under this section of the Specifications shall
be included the complete construction of sanitary sewer
extension within street Right-of-way and Easements. The
sewers are to be laid as shown on the Drawings,
includin~ manholes, all necessary excavation,
backfil11ng and dewatering of trench and trench shoring
as required. The Work shall be done in accordance to
C.E.A.M. Specification 2621 except as modified herein:
1.03. EXISTING STRUCTURES. The COh'~'MCTOR
existing structures from damage due to
his Work and shall at once make good
caused.
shall }?rotect
prosecut1on of
any damage so
1.04.CONTRACTOR'S RESPONSIBILITY FOR MATERIAL. The COh~AACTOR
shall be responsible for all Material furnished by him
and shall replace at his own expense all such Material
that is found to be defective in manufacture or that has
become damaged in handling after delivery by the
manufacturer.
1.0S.MATERIALS TO BE FURNISHED. All Materials required for
the complete construction of the specified Work shall be
furnished by the CONTRACTOR and all Materials shall be
new, of first grade and shall be products of reputable
manufacturers known to the trade.
S.P.41
No deviation from line or., gradeY'8)1all be made without the
written consent of the ENGINEER.
3.01.PIPELAYING
The alignment of pipe between manholes shall be such as to
permit the entire inside circumference being seen from any
manhole to the next adjacent 'manhole. Piping that does not
conform to line and grade shall be relaid at the CONTRACTOR'S
expense.
Pi~e shall be laid against the grade of the sewer. The
sp1got end of the pipe shall be inserted full depth into the
bell and, when completed, each line of pipe shall have a
uniform and smooth invert.
Joints for all sewers shall be made watertight. As soon as
the joint is made, the bell depression shall be filled with
granular bedding Material which shall be pressed under and
around the joint, by hand, in such a way as to protect it
from sagging or being disturbed.
The maximum trench widths shall be as shown on Standard
Plates No. 101, 102, & 104.
The interior of all pipe shall, as the Work progresses, be
cleaned of all dirt and superfluous materials. The exposed
end of the pipes shall be protected with suitable temporary
covers. Pipe laid in place shall be protected from injury
and disturbance.
3.02.SEWER LINE TEST
Sanitary sewermain and service line new installation will be
inspected and approved by City ~ersonnel before backfilling
of line shall commence. San1tary sewer air testinq of
service lines will not be required unless the sewer service
line is installed within 1 foot of the ground water table in
the trench.
END OF SECTION
SECTION 02622 -- STORM SEWER CONSTRUCTION
PART 1 - GENERAL
1.01.THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS. AND
SPECIAL PROVISIONS apply to this and every section of the
Specifications.
1.02.SCOPE. Under this section of the Specifications shall be
S.P.43
All Work shall be covered when not beinq Worked upon.
Masonry shall be kept at at temperature above freezing until
mortar has attained sufficient strength and set so that it
will not be damaged by freezing. In freezing weather, all
Materials shall be heated before laying and shall be
protected as necessary to prevent damage after laying. No
Work shall be done in unsuitable weather, unless suitable
protection is provided.
The blocks shall be radial blocks and shall conform to the
radius of the manholes as detailed. The blocks shall have a
vertical groove with one inch radius on both ends. The
batter blocks for the tapered tops shall be a minimum of five
inch in thickness and the blocks used in the four-foot
diameter manhole section shall be a minimum of six inches in
thickness. A flat slab top may be required instead of a
ta~ered top. The manhole depth to which the six inch
th1ckness blocks may be used shall not exceed twelve feet.
Below this point, the block thickness shall be increased to
ten inches for manholes up to twenty feet in de~th, and for
manholes deeper than twenty feet, the block th1ckness shall
be not less than twelve inches. Precast adjusting rings
shall be used to form the upper eight inches of the
structure.
Precast structures: The CONTRACTOR shall install catch
basins/manholes as stated in Drainage Chart and as shown on
Standard Detail Plates in specifications.
2.03.MANHOLE/CATCH BASIN STEPS. Manholes and catch basins shall
be furnished with aluminum steps, or approved equal, and
shall be in accordance with MnDOT Standard Plate No. 4180H,
step Type "W". Steps shall be located over the upstream
pipe.
2.04.CATCH BASINlMANHOLE CASTINGS. Catch basin castings shall be
Neenah No. R-3067-B with Type V grates. Manhole castings
shall be Municipal Castings, Inc. No. 301-C/P Cover Frame
with concealed pickholes, and 301-7 Frame or equal.
Storm sewer manholes shall have lids furnished with "STORM
SEWER" cast letters. Full bearing surfaces or frame and
cover shall be machined to provide true bearing surfaces.
2.05.RIPRAP AND GRANULAR FILTER BLAh~T. The riprap and granular
filter blanket shall conform to MnDOT specification 3601 and
per type and class as specified on Drawings. Placement of
Items shall be per typical section on Drawinqs, and MnDOT
Standard Plate 3133B.
2.06.GRANULAR MATERIALS. Granular backfill and bedding will be
ordered by the ENGINEER as necessary for pipe support and
proper backfill of trench excavation. Rock foundation and
granular borrow Items will be utilized if sufficient Material
is not available on site.
S.P.45
~~:d:NG~~EE:a~~al~t~~t~;;-.~~i~~est~or i~:tali;fl~~nt ;h:
COh.l.l\ACTOR shall preserve the stakes so that the ENGINEER may
check the alignment of the structure after it has been
placed. The cost to replace the offset stakes for the
purpose of verifying the alignment shall be withheld by the
OWNER from the final payment due the CONTRACTOR. After
verification of the alignment the ENGINEER will submit a
certification attesting to the same. The CONTRACTOR shall
relocate the entire structure at his own expense if found out
of alignment. A minimum of 2 and a maximum of 6 adjusting
rings to be used on all structures.
END OF SECTION
SECTION 02700 - TRENCH EXCAVATION AND BACKFILLING
PART 1 - GENERAL
1.01 THE GENERAL CONDITIONS. SUPPLEMENTARY CONDITIONS
AND SPECIAL PROVISIONS a~ply to this and every
section of the Specif1cat10ns.
1.02 SCOPE. This section of the Specifications shall
include the excavation, trenChing and backfill
required for the under~round utilitf systems as per
C.E.A.M. Standard util1ties Specif1cations except
as modified herein.
1.03 BASIS OF PAYMENT
Refer to Section 01025, Measurement and Payment.
PART 3 - EXECUTION
3.01 CONSTRUCTION REQUIREMENTS
TRENCH PREPARATION. The water and sewer pipe
excavation and trench preparation shall be in
accordance with Article 2621.38, Excavation and
Preparation of Trench in the C.E.A.M. Standard
utilities Specifications and as modified herein.
The earth foundation bedding method as shown on
Standard Plate No. 102 attached to these
Specifications shall be used for all pipe
installation where ground water or unstable
material does not create a problem. Where, in the
opinion of the ENGINEER, unstable material prevents
use of this bedding method then the CONTRACTOR
shall install Granular Bedding or Trench
Stabilization Material as shown on Standard Plate
No. 101 and No. 104, respectively.
,
S.P.47
CONTRACTOR shaLlipr.ovtde and place such approved
Material. The COh~KACTOR shall furnish approved
Material from surplus Material obtainable from
other excavation on the Project at no additional
com~ensation. If suitable surplus Material is not
ava1lable the CONTRACTOR shall purchase backfill
Materials for backfilling around the pipe. The
CONTRACTOR shall be paid for only that backfill
Material required for filling or backfilling as he
may be directed to ~urchase and place by the
ENGINEER. All quantit1es of such Material used
shall be verified by the ENGINEER.
Service trenches and hydrant leads must be
compacted in the same manner as the main trench.
In areas where curb and gutter exists, sufficient
curbing shall be removed to allow the prescribed
compaction over the entire disturbed area.
Trenches shall not be left open overnight.
Any water required for compaction is incidental to
the Work. If backfill Material is too wet to
obtain specified compaction densities, the Material
shall be dried or allowed to dry to the limits
described in Mn/DOT Spec. 2105.3F at no additional
compensation. If after employin9 reasonable drying
measures, the backfill Material 1S still too wet to
achieve the specified density requirement and is
not considered unsuitable material, the ENGINEER
may direct the CONTRACTOR to place the backfill in
lifts as described previously with compaction as
close to the zero air void density as practical and
to the satisfaction of the ENGINEER. This
procedure shall be done only with the permission of
the City ENGINEER and with verification by
authorized soil testing company.
All deficiencies in the quantity of Material for
backfilling the trenches or for filling depressions
caused by settlement shall be supplied by the
CONTRACTOR. Any excess suitable Material shall be
hauled away and deposited and leveled where
directed by the ENGINEER at no additional
compensation. The CONTRACTOR shall remedy at his
own expense any defects that appear in the backfill
for a period of one year fOllowing completion of
the Work.
The density will be tested by an approved testing
laboratory at locations to be determined by the
ENGINEER. The COh'~MCTOR shall bear all cost of
any re-testinq as a result of test failures. A
passing retest in the area of test failure shall be
S.P.49
The CONTRACTOR will tie,;tiquired to replace any private
fence which he ma~ have to remove from public property,
providing it 1nterferes with his construction
operations. The fence shall be replaced at the property
line or as directed by the ENGINEER. Any removal,
relocation and replacement shall be considered
incidental to the Contract Price unless so allowed in
the Bid Proposal.
Trees and paved surfaces not designated by the ENGINEER
for removal shall be protected and saved from damage
during construction. Should any damage happen to occur
to the trunks or branches of trees along the Project,
the damage shall be treated in accordance with
nursery-approved methods. Any broken branches shall be
trimmed as per ENGINEER'S direction. All bruise and cut
wounds shall be treated with asphalt base tree paint.
Sign relocation, fences, and mailboxes shall be
re-installed, if removed, to the similar condition as
exists. Any damage or breakage to Items shall be
replaced with new Materials as is existing.
END OF SECTION
SECTION 02950 - MISCELLANEOUS CONSTRUCTION ITEMS
PART 1 - GENERAL
1.01.THE GENERAL CONDITIONS! SUPPLEMENTARY CONDITIONS. AND
SPE~~AL PROVISIONS app y to this and every section of
the Specifications.
1.02.SCOPE. Under this section of the s~ecifications shall be
included miscellaneous construct10n Items for the
completion of this Project.
1.03.BASIS OF PAYMENT. Refer to Section 01025, Measurement
and Payment.
PART 2 - PRODUCTS
2.01. EROSION COh'J:.t<OL Erosion control fences
geotextile construction fabric meeting the
of MnDOT Specification 3733.
2.02.TIMBER RETAINING WALLS. Timber Materials shall be
treated for ground contact. Timber Wall at Arcadia
Avenue and CSAH 21 shall be constructed with similar
Materials as existing wall and size as per standard
shall be
requirements
S.P.51
If the structures arenot"adjusted within the previous
mentioned tolerance, the CONTRACTOR shall readjust them
at no additional compensation. Manhole structures and
gate valve boxes shall be adjusted so the bituminous
base course surface is 1/4" hIgher for the winter of
1989-90. Final adjustment of manholes and gate valves
shall be done in the 1990 construction season prior to
placement of bituminous wearing course mixture. Gate
Valves and Manholes in boulevards will be adjusted flush
with the final grade of boulevard and will be considered
incidental to the Contract Price.
Curb boxes within the Project Area will be adjusted to
be flush with the final grade. Any additional Materials
necessary for adjustment shall be included in bid Item.
Acceptance of the adjustment of curb box shall be
whether a curb stop key can be placed on the curb stop.
END OF SECTION
SECTION 02571 - PLANT INSTALLATION
PART 1 - GENERAL
1.01.THE GENERAL CONDITIONS! SUPPLEMENTARY CONDITIONS, AND
SPECIAL PROVISION~ app y to this and every section of the
Specifications.
1.02.SCOPE. Under this section of the Specifications, the
Work shall consist of furnishing and plantin9 trees,
shrubs, and other plants as shown on the Draw1ngs and
per MnDOT 2571 except as modified herein:
1.03.BASIS OF PAYMENT. Refer to Section 01025, Measurement
and Payment.
PART 2 - PRODUCTS
2.01.Refer to the Drawings and Plant Schedule for the number
of ~lants, size, and type to be installed on the
ProJect.
PART 3 - EXECUTION
3.01.AIl plants shall conform to American Standard for
Nursery Stock latest edition.
All plants shall be guaranteed for one complete growing
season. The guarantee shall cover full cost of
replacement including labor and plants.
S.P.53
'..
STANDARD
UTILITIES SPECIFICATIONS
For
Watermain and Service Line
Installation
and
Sanitary Sewer and Storm Sewer
Installation
Revised, 1988
Published By
CITY ENGINEERS ASSOCIATION
OF MINNESOTA
In cooperation with
Associated General Contractors, Inc.
Consulting Engineers Council of Minnesota
Minnesota Public Works Association
Minnesota Society of Professional Engineers
Minnesota Underground Contractors Association
PART I
2611.1
2611.2
A.
B.
c.
D.
E.
F.
G.
H.
I.
J.
2611.3
A.
B.
c.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
2611.4
A.
8.
c.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
CONTENTS
STANDARD SPECIFICATIONS FOR WATERMAIN AND SERVICE
LINE INSTALLATION
Description ...........................
. . . . . . . . . . .
Materials
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Water Pipe Materials .............................
Fire Hydrants ....................................
Valves and Valve Housings ........................
Water Service Pipe and Fittin~s ..................
Polyethylene Encasement Materlal .................
Mortar ...........................................
Concrete .........................................
Granular Materials ...............................
Pil ing ............................................
Insulation .......................................
Construction Requirements
. . . . . . . . . . . . . . . . . . . . . . . .
General provisions ...............................
Excavation and Preparation of Trench .............
Installation of Pipe and Fittings ................
Connection and Assembly of Joints ................
Water Service Installations ......................
Setting Valves, Hydrants, Fittings & Specials ....
Disinfection of Watermains .......................
Electrical Conductivity Test .....................
Hfdrostatic Testing of Wate~wains ................
P1peline Backfilling Operations ..................
Restoration of Surface Improvements ..............
Maintenance and Final Cleanup ....................
operational Inspection ...........................
Method of Measurement ............................
Water Pipe .......................................
Valves .......................................... ~
Cor->oration stops ................................
<:tlr-> Stopll .......................................
Hydrants .........................................
Air VentlJ ........................................
Rearrangement of Inplace Facilities ..............
Polyethylene Gray Iron' Fittings ................
Ductile and Gray Iron Fittings ...................
Access structures ................................
Granular Materials ...............................
Piling ...........................................
Insulation .......................................
- iii -
3
3
4
5
6
7
8
8
8
8
10
10
10
10
14
20
25
26
29
30
30
31
33
35
37
37
37
38
38
38
38
38
38
38'
38
39
39
39
39
39
2611.5
PART II
2621.1
2621.2
A.
B.
c.
D.
E.
F.
G.
H.
2621.3
A.
B.
c.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
2621.4
A.
B.
c.
D.
E.
F.
G.
H.
I.
J.
K.
2621.5
Basis of Payment
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
STANDARD SPECIFICATIONS FOR SANITARY SEWER AND
STORM SEWER INSTALLATION - 2621
Description
Materials
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .' . . . . . . . . . .
Sewer Pipe and Service Line Materials ............
Metal Sewer Castinqs .............................
Precast Concrete Manhole and Catch Basin .........
Concrete .........................................
Mortar ...........................................
Granular Materials
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
pil inq ...........................................
Insulation .......................................
Construction Requirements
. . . . . . . . . . . . . . . . . . . . . . . .
General provisions
Excavation and preparation of Trench .............
Installation of Pipe and Fittings ................
Appurtenance Installations .......................
Sewer Service Installations ......................
Manhole and Catch Basin Structures ...............
Reconnecting Existinq Facilities .................
Sanitary Sewer Leakage Testing ...................
Pipeline Backfillinq Operations ..................
Restoration of Surface Improvements ..............
Maintenance and Final Cleanup ....................
Deflection Test ..................................
Televising
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Method of Measurement
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
Sewer Pipe .......................................
Manholes .........................................
Catch Basins
Outside Drop Connection ..........................
Service Connection ...............................
Service Pipe ......................................
Special Pipe Fittings ............................
Appurtenant Items ................................
Granular Materials ...............................
Piling ...........................................
Insulation .......................................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Basis of Payment
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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43
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43
47
47
48
48
48
50
50
50
50
54
59
63
63
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68
70
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75
PART I
STANDARD SPECIFICATIONS
FOR
WATERMAIN
AND
SERVICE LINE
INSTALLATION
2611.1
DESCRIPTION
This work shall consist of the construction of water main and
building service pipelines utilizing plant fabricated pipe and
other appurtenant materials, installed for conveyance of potable
water. The work includes the relocation or adjustment of
existing facilities as. may be specified in the Plans,
Specifications and Special ProvIsions.
Use of the term "Plans, Specifications and Special
provisions" within this specification shall be construed to mean
specifications and are accepted as an enforceable component of
the Contract or Contract Documents. All references to Mn/DOT
S~ecifications shall mean the latest ~ublished edition of the
M1nnesota Department of Transportat1on Standard Specifications
for Construction, as modified by an~ Mn/DOT Supplemental
Specification edition published pr10r to the date of
advertisement for bids. All reference to other Specifications of
AASHTO, ASTM, ANSI, AWWA, etc. shall mean the latest published
edition available on the date of advertisement for bids.
Service installations will be designed as either Branch
Service or Tap Service in accordance with the standard set forth
herein.
Tap Service installation shall include all water service
lines less than three inches nominal inside diameter ~ipe. The
component parts of a branch service installation shall lnclude a
tapping sleeve and valve or a branch 3-way and gate valve
complete with valve box, and ~iping extending from the water main
connection to a hydrant, to tle property line or to the limits as
specified by the Engineer.
All references to Gray Iron material shall be construed to
include both Gray Iron and Ductile Iron products, except where
one or the other is specified, and all references to Polyvinyl
Chloride pipe shall be construed to include only pressure >ipe
complying with AWNA C-900. All references to .structure" s~all
include any man-madeoblect that is not otherwise exempted by
special terainology or de! nition.
2611.2
MATERIALS
All materials required for this work shall be new material
conforming to requirements of the reference specifications for
the class, kind, type, size, grade, and other details indicated
in the Contract. Unless otherwise indicated, all required
materials shall be furnished by the Contractor. If any options
are ~rovided for, as to type, grade, or design of the material,
the cloice shall be limited as may be stipulated in the Plans,
Specifications, or Special Provisions.
- 3 -
to the requirements of Aww~~~~~~i!i~:tfrestressed Concrete Pressure
Pipe, steel Cylinder Type) for the size, working pressure,
external loading ( laying condition, and other design
considerations ind1cated in the Plans, Specifications, and
Special Provisions.
The Contractor shall furnish plans and specifications to pipe
manufacturer giving such special details and other information as
are necessary for manufacture of the pipe, fittings, and specials
in accordance with the specific requirements of the project.
A3 polyvinyl Chloride (PVC) Pressure pioe
polyvinyl chloride (PVC) pressure pipe, produced by a
continuous extrusion process employing a prime grade of
unplasticized polyvinyl chloride, shall conform to the
requirements of AWWA C-900 for the size, grade, and pressure
class indicated on the Plans, S)ecifications, and spec~al
Provisions. The grade used shall )e resistant to a9~ress1ve
soils or corrosive substances in accordance with the requ1rements
of ASTM D-543. Unless otherwise specified, the dimensions and
tolerances of the pipe barrel should conform to ductile iron or
cast iron pipe equivalent outside diameters.
B Fire Hydrants
Fire hydrants shall be of the trpe, size,
specified in the Plans and sha 1 conform
requirements of AWWA C-502.
and construction
to the applicable
Unless otherwise specified in the Plans, Specifications, and
S~ecial Provisions, hydrants shall be furnished in conformance
w1th the following supplementary requirements:
(3)
Hydrants shall have.a five-inch (nominal diameter) main valve
opening of the type that opens against water pressure.
Hydrant barrels shall be two piece, non-jacket type, with
flanged joint above finished grade line and . with mechanical
joint connection at the hub end for joining. a six-inch
ductile iron branch pipe.
Hydrant bury length, aeasured fro. the botto. of the branch
pipe connection to the finished ground line at the hydrant,
shall be 7'-6w.
(4) Hydrants shall have two outlet nozzles for 2-1/2 inch (I.D.)
hose connection and one outlet nozzle for 4 inch (1.0.)
steamer connection. All outlet nozzle threads shall be
National Standard Fire-Hose Coupling Screw Threads (NFPA
1963).
(1)
(2)
(5) Hydrant operating mechanisms shall be provided with "0" ring
- 5 -
't... ):'.';''''~T~,.ti~:;;i:J:"if~;
with approved barrel type rugged ':gate position indicators.
(5) All gears on gate valves shall be cut tooth steel gears,
housed in heavy ductile or cast iron extended type grease
cases of approved design.
(6) All gate valves shall have an o~en indicating arrow, the
manufacturer's name, ~ressure ratlng and year of manufacture
cast on the valve bod1es.
(7) Upon request, three certified copies of the performance tests
complying with Section 5 of the AWWA C-SOO or Section 6 of
AWWA C-509 shall be submitted to the Engineer.
C3 Butterfly Valves
Butterfly valves shall be manufactured in conformance with
all applicable requirements of AWWA C-S04 for 150 p.s.i. working
pressure minimum, together with such supplementary requirements
as ma~ be covered in the Plans, Specifications, and S~ecial
Provis1on or the provisions hereof. Unless otherwise spec1fied,
the butterfly valves furnished shall comply with the fOllowing
supplementary requirements.
(1) The butterfly valves shall be short body of ductile or cast
iron with mechanical joint ends.
(2) The butterfly valves shall be rubber seated with ductile or
cast disc, non-rising stem type furnished with O-ring stem
seals.
(3) The butterfly valves shall be equipped with a two-inch square
operating nut opening counterclockwise.
(4) The butterfly valves shall be designed for direct burial
installation..
(5) All butterfly valves shall have an open indicating arrow, the
manufacturer's name, pressure rating and year of manufacture
on the valve bodies.
D Water Service Pipe and Pitting.
Water service pipe of 3 inches or larger inside diameter
shall conforJI to the requirements for Ductile and Gray Iron Pipe
and Fittings as set forth under the provisions of 2611.2Al and
Polyvinyl ChlorIde Pressure Pipe as set forth under the
provisions of 2611.2A3.
Water service pipe of less than 3 inches in inside diameter
shall confora to the requirements of ASTM B 88 for Seamless
Copper Water Tube, Type X, Soft Annealed te.per.
Corporation stops, saddles, curb stops, and curb stop service
- 7 -
following requirements:
percentpassinq Material Use Designation
Sieve Size Foundation BeddinC{ Encasement Backfill
3 Inch
2 Inch 100
1 Inch 100 100 100
3/4 Inch 85-100 90-100 90-100
3/8 Inch 30- 60 50-90 50-90
No. 4 0- 10 35-80 35-80 35-100
No. 10 20-65 20-65 20-100
No. 40 0-35 0-35 0- 35
No. 200 0-10 0-10 0- 10
H2 Granular Material Use Designations
Granular materials provided for Foundation, Bedding,
Encasement, or Backfill use as required by the Plans,
s~ecifications, and Special Provisions, either as part of the
p1pe item work unit or as a separate contract item, shall be
classified as to use in accordance with the following:
Material Use Designation
Zone Designation
Granular Foundation ------------------ Placed below the bottom of
pipe grade as replacement
for unsuitable or unstable
soils, to achieve better
foundation support.
Granular Bedding ---------------------
Placed below the
~oint, prior
l.nstallatlon,
proper. shapinq and
achieve uniform
support.
pipe mid-
to pipe
to
to
pipe
Granular Encasement -----------------
Plac,ed below an elevation
one foot above the top of
pipe, after pipe
installation, for
protection of the pipe and
to assure proper filling
of voids or through
consolidation of
backfill.
Granular Backfill ------------------- Placed below the surface
base course, if any, as
the second staqe of
backfill, to .inimize
trench settlement and
provide support for
surface improvements.
- 9 -
department, the fire depart~~'hft~;'~d"icipal bus service, school
bus service, and ambulance service. The Contractor shall keep
the required agencies informed of changing traffic patterns and
detour situations.
A2 Establishing Line and Grade
Unless otherwise specified in the Plans, Specifications, and
Special Provisions, the watermain shall generally be placed with
7 feet of cover. However, a slightly greater depth may be
required to clear existing storm and sanitary sewers and sewer
services, and no additional compensation shall be provided for
such adjustments.
In certain locations where the watermain is in direct
conflict with storm or sanitary sewer, the watermain shall be
constructed under the sewer. Where it is necessary to use
vertical bends to avoid sewer mains, no extra com~ensation will
be made for this construction. However, fittings wlll be a unit
of measurement and payment.
No deviation shall be 'made from the required line or grade
except with the consent of the Engineer.
watermains crossing house above sewers, storm sewers, or
sanitary sewers shall be laid to provide a separation of at least
18 inches between the bottom of the watermain and the top of the
sewer. When local conditions prevent a vertical separation as
described, the following construction shall be used:
(1) Sewers passing over or under watermains shall be constructed
of materials equal to watermain standards of construction for
a distance of at least 9 feet on either side of the
watermain.
(2) watermain passin~ under sewers shall, in addition, be
protected by provlding:
a vertical separation of at least 18 inches between the
bottoa of the sewer and the top of the wateraain;
adequate structural support for the sewers to prevent
excessive deflection of joints and settling on and
breaking of the watermainsl
that the length of water pipe be centered at the point
of crossing so that the joints will be equidistant and
as far as possible from the sewer.
watermains shall be iaid at least 10 feet horizontally from
any sanitary sewer, storm sewer or sewer manhole, whenever
possible. When local conditions prevent a horizontal of 10 feet
- 11 -
;;' ii }"',k.;J"~~l'iir~~M1
temporarily removed during constructlon provided that essential
service is maintained in a relocated setting as approved by the
Engineer and that nonessential items are properly stored for the
duration of construction. Upon com~letion of the underground
work, all such items shall be replaced 1ntheir proper setting at
the sole expense of the Contractor.
In the event of damage to any surface improvements, either
privately or publicly owned, in the absence of construction
necessity, the Contractor will be re9Uired to replace or repair
the damaged property to the sat1sfaction of the Engineer and
without cost to the Owner.
A4 Interference of Underground structures
When any under9round structure interferes with the planned
placement of the p1peline or appurtenances to such an extent that
alterations in the work are necessary to eliminate the conflict
or avoid endangering effects on either the existing or proposed
facilities, the Contractor shall immediately notify the En9ineer
and the Owner of the affected structure. When any eX1sting
facilities are endangered by the Contractor's operations, the
Contractor shall cease work at the site and take such precautions
as maf be necessary to protect the inplace structures until a
decis10n is made as to how the conflict will be resolved.
Without specific authorization from the Engineer, no
essential utility service shall be disrupted, nor shall any
change be made in either the existing structures or the planned
installations to overcome the interference. Alterations in
existing facilities will be allowed only to the extent that
service will not be curtailed unavoidably and then only when the
encroachment or relocation will satisfy all applicable
regulations and conditions.
Whenever alterations are required as a result of unforeseen
underground interferences not due to any fault or negligence of
the Contractor, the Engineer will issue a written order covering
any additional or extra work involved and specifying the revised
basis of payment, if any. Any alterations aade strictly for the
convenience of the Contractor shall be subject to prior approval
and shall be at the Contractor's expense. .
No extra compensation will be allowed for delays caused by
the interference of underground structures.
AS Removal of Surface Improvements
Removal of surface improvements in connection with trench
excavation shall be limited to actual needs for installation of
the '"Jipelineand appurtenances, based on the allowable trench
widt_1S and anyot.her controls i.~ed in connection with the
work. Removal operations shall be coordinated effectively with
- 13 -
or in .any way indicated~.,:;J.~ri~~w~tere necessary to establish
elevation or direction for connection. to inplace structures, the
excavating shall be done at those locations in advance of the
main operation so actual conditions will be exposed in sufficient
time to make adjustments without resorting to extra work or
unnecessary delay.
All installations shall be accomplished by open trench
construction except for sbort tunnel sections alproved by the
Engineer and with the exception that boring and jac.:lng or tunnel
construction methods shall be em~loyed where so specifically
required by the Plans, Specificat1ons, or Special Provisions.
Installation of pipe through tunnel excavations will be allowed
only where the surface structure can be properly supported and
the backfill restored to the satisfaction of the Engineer.
The excavating operations shall be conducted so as to
carefully expose all inplace underground structures without
damage. Wherever the excavation extends under or approaches so
close to an existing structure as to endanger it in any way,
precautions and protective measures shall be taken as necessary
to preserve the structure and provide temporary support. Hand
methods of excavating shall be utilized to probe for and expose
such critical or hazardous installations as gas pipe and power or
communication cables.
The Engineer shall be notified of any need for blasting to
remove materials which cannot be broken up mechanically, and
there shall be no blasting operations conducted until the
Engineer's approval has been secured. Blasting will be allowed
only when proper precautions are taken to protect life and
property, and then shall be restricted as the Engineer directs.
The Contractor shall assume full responsibility for any damages
caused by blasting, regardless of the requirements for
notification and a~proval. The Contractor shall secure any
permits for blastIng and shall conduct blasting operations in
conformance with all applicable state and local laws, regulations
and ordinances.
82 Classification and Disposi~ion of Katerials
Excavated .aterials will be classified for ~~t only to
the extent that the re.oval of .aterial. classified by the
Engineer as Rock will be paid for separately from other
unclassified materials, either as a separate Contract Item or as
an Extra Work Item when no bid price is applicable. All other
materials encountered in the excavations, with the exception of
items classified for pa~ent as structure removals, will be
considered as Unclasslfied Excavation and unless otherwise
specified in the Plans, Specifications, and Special Provisions,
no additional compensation shall be provided for their removal.
Unclassified materials shall include muck, rubble, wood debris,
and boulder stone, masonry or concrete fragments less than one
- 15 -
{-5~\~ ?~;~~;~
Excavations shall be extended below the bottom of structure
as necessary to accommodate any required Granular Foundation
material. When rock or unstable foundation materials are
encountered at the established grade, additional materials shall
be removed as specified or ordered by the Engineer to produce an
acceptable foundation. Unless otherwise indicated or directed,
rock shall be removed to an elevation at least six inches below
the bottom surface of the pipe barrel and below the lowest
projection of joint hubs. All excavations below 9rade shall be
to a minimum width equal to the outside pipe d1ameter plus two
feet. Rock shall be removed to such additional horizontal
dimensions as will provide a minimum clearance of six inches on
all sides of appurtenant structures such as valves, housings,
access structures, etc.
Where no other grade controls are indicated or established
for the pipeline, the excavating and foundation preparations
shall be such as to provide a minimum cover over the top of the
~ipe as specified. Trench widths shall allow for at least six
1nches of clearance on each side of the joint hubs. The maximum
allowable width of the trench at the top of pipe level shall be
the outside diameter of the pipe plus two feet, subject to the
considerations for alternate pipe loading set forth below. The
width of the trench at the ground surface shall be held to a
minimum to prevent unn~cessary destruction of the surface
structures.
The maximum allowable trench width at the level of the top of
pipe may be exceeded only by approval of the Engineer, after
consideration of pipe strength and loading relationships. Any
alternate proposals made by the Contractor shall be in writing,
giving the pertinent soil weight data and proposed pipe strength
alternate, at least seven days prior to the desired date of
decision. Approval of alternate pipe designs shall be with the
understanding that there will be no extra compensation allowed
for any increase in material or construction costs.
If the trench is excavated to a greater width than that
authorized, the Engineer aay direct the Contractor to provide a
higher class of b.edding and/or. a higher strength pipe than that
required. by the Plans, Specifications, and S~cial Provisions in
order to satisfy design requirements, without additional
compensation therefor.
B4 Sheeting and Bracing Excavations
All excavations shall be sheeted, shored, and braced as will
meet all requirements of the applicable safety codes and
regulations: comply with any specific requirements of the
Contract; and prevent disturbance or settlement of adjacent
surfaces, foundations, structures, utilities, and other
properties. Any damage to the work under contract or to adjacent
structures or property caused by sett.lement., water or earth
- 17 -
~.~ ;~}~~ ~l';H/!f
of low spots to grade. Final subgrade preparations shall be such
as to produce a finished grade at the centerline of the pipe that
is within 0.03 foot of a straight line between ~ipe joints and to
provide bell hole excavation at each joint as w1l1 permit proper
joining of pipe and fittings.
In excavations made below grade to remove rock or unstable
materials, the backfilling to grade shall be made with available
suitable materials unless ~lacement of Granular Foundation or
Bedding material is spec1fied and provided for or is ordered by
the Engineer as an Extra Work item. Placement of the backfill
shall be in relatively uniform layers not exceeding 8 inches in
loose thickness. Each layer of backfill shall be compacted
thoroughly, by hand or by means of approved mechanical compaction
equipment, as will produce uniform pipe support throughout the
full pipe length and facilitate proper shaping of the pipe bed.
Where the foundation soil is found to consist of materials
that the Engineer considers to be so unstable as to preclude
removal and replacement to a reasonable depth to achieve solid
sup~ort, a suitable foundation shall be constructed as the
Eng1neer directs in the absence of special requirements therefor
in the Plans, Specifications, and Special Provisions. The
Contractor may be required to furnish and drive piling and
construct concrete or timber bearing supports or other work as
may be provided for in an Extra Work order.
Care shall be taken during final subgrade shaping to prevent
any over-excavation. Should anf low s~ots develop, they shall
only be filled with approved mater1al, Wh1Ch shall have optimum
moisture content and be compacted thoroughly without additional
compensation to the Contractor. The finished subqrade shall be
maintained free of water and shall not be disturbed during pipe
lowering operations except as necessary to remove pipe slings.
The discharge of trench dewatering pumps shall be directed to
natural drainage channels or storm water drains. Draining trench
water into sanitary sewers or combined sewers will not be
permitted. The Contractor shall install and operate a dewatering
system of wells or points to maintain "')ipe trenches free of water
wherever necessary or as directed by tle Engineer to meet the
intent of these specifications. Unless otherwise specified in
the Plans, .Specifications, and s~cial Provisions, such work
shall be considered incidental with no additional compensation
provided therefor.
All costs of excavating below grade and placing foundation or
bedding aggregates as required shall be included in the bid
~rices for pipe items to the extent that the need for such work
lS indicated in the Contract provisions and the Proposal does not
provide for payment therefor under separa~e Contract Items. Any
excavation below grade and any foundation or bedding aggregates
required by order of the Engineer in the absence of Contract
requirements therefor will be compensated for separately as Extra
Work items.
- 19 -
At the time of pipe ~lacem~~~~~~~ bedding conditions shall
be such as to provide un1form and continuous support for the pipe
between bell holes. Bell holes shall be excavated as necessary
to make the joint connections, but they shall be no larger than
would be adequate to support the pipe throughout its length. No
pipe material shall be laid in water nor when the trench or
bedding conditions are otherwise unsuitable or improper.
When placement or handling precautions prove inadequate, in
the Engineer's opinion, the Contractor shall provide and install
suitable plugs or caps effectively closing the open ends of each
pipe section before it is lowered into laying position, and they
shall remain so covered until removal is necessary for connection
of an adjoining unit.
As each length of bell and spigot pipe is placed in laying
position, the spigot end shall be centered in the bell and the
pipe forced home and brought to correct line and grade. The pipe
shall be secured in place with approved backfill material, which
shall be thoroughly compacted bf tamping around the pipe to a
height of at least 12 inches above lts top. Acceptable tamping
techni9Ues include hand tamping and use of hand operated
mechanlcal tamping devices.
At all times when pipe lafing is not in progress, including
noon hour and overnight per1ods, all open ends of the pipe line
shall be closed by watertight plugs or other means approved by
the Engineer. If water is present in the trench, the seals shall
remain inplace until the trench is pumped completely dry.
When connecting to existing stubs, the Contractor shall take
every precaution necessary to prevent dirt or debris from
entering the existing lines. All necessary work to make the
connection shall be done at no additional compensation, except
where noted otherwise.
C3 Aligning and Fitting of Pipe
The cutting of pipe for inserting valves, fittings, or
closure pieces shall be done in a neat and worlaDanlike manner
without damage to the pi~ and so .s to leave a smooth square-cut
end. Pipe shall be cut with approved ..chanical cutters. The
electric-arc cutting metbod,using carbon or steel rod, will be
approved for use on larger size ductile or gray pipe where
mechanical cutters are not available. Flame cutting will not be
allowed under any conditions. All rough edges shall be removed
from the cut ends of pipe and, where rubber gasket joints are
used, the outer edge shall be rounded or beveled by grInding or
filing to produce a smooth fit.
Whenever it is necessary to deflect ductile or gray iron pipe
- 21 -
: .,.,r:'k1 :'i.t~:~i;;:~~~~
minimum area, in square feet shall be .s follows:
PIPE SIZE
6"
8"
10"
12"
16"
20"
24"
TEE OR PLUG
2.9
3.7
5.7
8.1
15.1
23.2
33.6
1/4 BEND
3.1
5.3
8.1
13.4
21.4
30.2
48.S
1/8 BEND
1.6
2.9
4.4
6.6
11.6
18.1
26.1
1/32 BEND
AND
1/16 BEND
0.8
1.4
2.2
3.2
5.9
9.3
13.3
Contractors are instructed to size concrete buttress blocking
on fittings and dead ends where the blocking must withstand
the pressure of larger main line fittings equipped with
reducers, for the larger sized main line thrust and not for
smaller fitting size only. This is of particular importance
on tees and crosses where the main size is reduced on the run
from large to small size by use of reducers.
All metal parts of tie rod or strap type restraints shall be
galvanized or coated with other approved asphaltic type
rustproofing_
All necessary fittings, bands, tie rods, nuts, and washers,
and all labor and excavation re~ired for installation of
reaction restraints shall be furnished at the Contractor's
expense with no direct compensation provided therefor.
C5 Polyethylene Encasement of Pipeline
Wherever so re~ired by the Plans, Specifications, or Special
Provisions, the pipeline, including valves, fittings, and
a~purtenances, shall be fUll! encased in polyethylene film of 8
m1l nominal thickness. The fi m shall be furnished in tube form
for installation on pipe and all pile-shaped a"'Jpurtenances such
as bends, reducers, off-sets, etc. Sleet 'film slall be provided
and used for encasing all odd-shaped appurtenances such as
valves, tees, crosses, .etc.
The polyethylene tubing shall be installed on the_pipe prior
to being lowered into ~. trench. Tubing length shall be
sufficient to provide a ainiaum overlap at all joints of one foot
or more. OVerlap may be accomplished with a separate sleeve tube
placed over one end of the pipe prior to connecting another
section of pipe, or by bunching extra overlap material at the
~ipe ends in accordion fashion. After completing the ,ipe
jointing and positioning the overlap material, the overlap s.lall
be secured in place with plastic adhesive tape wrapped
circumferentially around the pipe not less than three turns.
- 23 -
0'14 ,!,-~,~ l~.~):.~~
be 6 inches in depth, free of roclt "or"stone fragments measuring
1-1/2 inches or greater. The material shall be placed in such a
manner that construction equipment does not operate directly on
the insulation and shall be compacted with equi~ment which exerts
a contract pressure of less than 80 psi. The f1rst layer shall
be compacted until there is no further visual evidence of
increased consolidation or the density of the compacted layer
conforms to the density requirements specified in the Special
Provisions. .
D
Connection and Assembly of Joints
Where rubber gasketed joints are specified, care shall be
taken during the laying and setting of piping materials to insure
that the units being joined have the same nominal dimension of
the spigot outside diameter and the socket inside diameter. A
special adapter shall be provided to make the connection when
variations in nominal dimension might cause unsatisfactory joint
sealing.
Immediately before making the connection, the inside of the
bell or socket and the outer surface of the spigot ends shall be
thoroughly cleaned to remove oil, grit, excess coating, and other
foreign matter. Insertion of spigot ends into the socket or bell
ends shall be accomplished in a manner that will assure proper
centering and insertion to full depth. The joint seal and
securing re~irements shall be as prescribed below for the
applicable pipe and joint type.
01 Ductile Iron Pipe Joints
Dla Push-On Joints
The circular rubber gasket shall be kept in a warm, flexible
condition at all times, and for purposes of placement shall be
flexed inward and inserted in the gasket recess of the bell
socket. A thin film of approved gasket lubricant shall be
applied to either the inside surface of the gasket or the outside
surface of the s~igot end, or to both. Care shall be taken while
inserting the sp1got end to prevent introduction of contaminants.
The joint shall be completed by forcing the spigot end to the
bottoa of the socket by the use of suitable pry-bar or jack type
equipment. Spigot ends which do not have depth marks shall - be
marked before assembly to insure full insertion. Field cut pi)e
shall be filed or ground at the spigot edge to resemble tIe
manufacturer's fabricated detailing. The use of the bucket on
the excavation equipment to force the pipe into the socket shall
not be permitted.
Dlb Mechanical Joints
The last eight inches of the outside spigot surface and the
inside bell surface of each pipe and appurtenance joint shall be
- 25 -
stops and pipe endings.;t\r'~~~f~eations shall be recorded in
reference to survey line stationing. CUrb stops shall be tied to
definable land marks such as building corners, lot corner
markers, etc. Pipe terminals at the property line shall be
markeQ on the ground surface with a suitable wood timber 4 by 4
inch, 6 to 8 feet long driven vertically into the ground at least
4 feet, with the top 2 feet painted blue. Approved record
keeping forms will be furnished by the Engineer and the completed
records shall be submitted by the Contractor upon completion of
the work.
Water service lines shall normally be installed by trenching
and be subject to the same requirements as prescribed for the
main pipeline installation, except for those which may not be
pertinent or applicable. Where water service lines are installed
alongside of sanitary or storm sewer service lines, installation
shall be such as to maintain the minimum specified clearances
between pipelines and provide proper and adequate bearing for all
pipes and appurtenances. For separate installation, the trench
width shall be not less than two feet. Subject to minimum
clearances, the water lines may be laid in a common trench
excavated principally for sewer installation, either by widening
the trench as necessary or by providing a shelf in the trench
wall where ground stability will permit. When water service pipe
is ~laced in a common trench with sewer service pipel the sewer
serv1ce pipe shall be constructed of materials and w th joints
equivalent to watermain standards.
Unless otherwise specified, installation of water service
lines shall be such as to provide for not less than seven feet of
cover over the top of the ~ipe and for not less than 18 inches of
clearance between pipel1nes. Also at least 3 inches of
clearance shall be maintained in crossing over or under other
structures. Where the service pipe may be exposed to freezing
due to insufficient cover or exposure from other underground
structures, the water pipe shall be insulated as directed by the
Engineer.
El Branch Service Lines
. Branch service piping shall be of the type, size, and wall
thickness specified. The pipe and appurtenances shall have
rubber gasketed push-on or meChanical joints. Unless otherwise
indicated, hydrant service pipe shall be ductile iron pipe, 6
inches in diameter. otherwise, larger than miniJDWI size branch
service lines shall be provided as required by the Plans.
Installation of branch service facilities shall be in
accordance with all applicable requirements of these
specifications as pertain to the mainline Installations.
B2 Tap Service Lines
Tap service piping shall be Seamless Copper Water Tube of the
- 27 -
i";'\~f,'\~~
tightened securely, so the flared end fits snu9lr against the
bevel of the fitting without leakage. The flared )0 nt couplings
shall be made up without the use of jointing compounds.
The service pipe and curb stop coupling depth shall be such
as to maintain not less than the s~ecified minimum cover, or in
locations where conflict may occur w1th storm sewer, service pipe
shall be placed at least 3 feet below the storm sewer, service
pipe shall be insulated in accordance with the Plans,
Specifications, and Special provisions to prevent freezing. In
any case the Contractor shall make every effort to provide for a
standard service box installation where practicable. The service
box shall be centered over the curb stop coupling and be firmly
supported on concrete blocking as required by the Plans,
Specifications, and s~ecial Provisions. Clearance shall be
provided so the serv1ce box does not rest on the water pipe.
Service boxes shall be installed plumb and be braced effectively
to remain vertical during and after completion of backfilling.
The service boxes shall be brought to proper surface grade when
the final ground surface has been established.
F
Setting Valves, Hydrants, Fittings and Specials
Valves, hydrants, fittings, and specials shall be provided
and installed as required by the Plans, Specifications, and
s~ecial Provisions, with the exact locations and setting as
d1rected by the Engineer, and with each installation accomplished
in accordance with the re~irements for installation of mainline
pipe to the extent applicable. Support blocking, reaction
backing, and anchorage devices shall be provided as required by
the Plans, Specifications, and Special Provisions, or as
otherwise ordered by the Engineer.
Hydrants shall be installed plumb, with the height and
orientation of nozzles as shown in the Plans or as directed by
the Engineer. Unless otherwise specified, the hydrants shall be
connected to the mainline pipe with 6-inch diameter ductile iron
branch pipe, controlled by an independent gate valve.
When a hydrant with an o~n drain outlet is set in clay or
ot.her i.pervioussoil, a drainage pit of at least one cubic yard
shall be excavated below and around the hydrant base and the pit
shall be filled with Foundation Material to a level six inches
above the drain outlet. Two layers of tar paper, or other
material approved by the Engineer, shall be carefully placed over
the rock to prevent backfill material from entering voids in the
rock drain. Hydrants located where the groundwater table is
above the drain outlet shall have the outlet plugged and shall be
equipped with a tag stating, "Pump After Use-.
Valve boxes shall be centered over the wrench nut of the
valve and be installed plWlb, with the box cover flush with the
surface of the finished paveaent or at such other level as may be
- 29 -
;:.;-;:
tested for electrical continuity and current capacity. The
electrical test shall be made after the hydrostatic pressure test
and while the line is at normal operating pressure. Backfilling
shall have been completed. The line may be tested in sections of
convenient length as approved by the Engineer.
Direct current of 3S0 amperes plus/minus 10', shall be passed
t~rough the pipeline for 5 minutes. CUrrent flow through the
p1pe shall be measured continuously on a suitable ammeter and
shall remain steady without interruption or excessive fluctuation
throughout the 5-m nute test period.
Insufficient current or intermittent current or arcing,
indicated by large fluctuation of the ammeter needle, shall be
evidence of defect1ve contact in the pipeline. The cause shall
be isolated and corrected. Thereafter, the section in which the
defective test occurred shall be retested as a unit and shall
meet the requirements.
Sources of Direct Current for these tests may be motor
generators, batteries, arc welding machines, etc. Direct Current
arc welding machines will probably be the usual source. These
machines are available in adequate capacity for these tests and
are equipped with controls for regulating the current output.
All such equipment shall be furnished by the Contractor, subject
to the approval of the Engineer.
Cables from the power source to the section of system under
test should be of sufficient size to ca~~i the test current
without overheating or excessive voltage drop. Usable sizes will
probably be in the range of 2/0 to 410 A.W.G.
Connections for the test shall be made at hydrants. The
hydrants shall be in the open position with the caps on during
the test. The cable shall be clamped to the body of the hydrant.
Note: After the test the hydrant shall be shut off and a cap
loosened to allow hydrant drainage. Tighten cap after
drainage.
A hook-on type Direct CUrrent ammeter placed on one of the
cables leading to the hydrant is a convenient method of measuring
current.
In using arc welding machines, the current control should be
set at minimWl before starting. After starting the aachines,
advance the control until the current indicated on the ammeter is
at the desired test value. Caution: In case of open circuits at
joints or connections, the voltage across the defective joint or
connection will be in order of SO-lOO volts.
I Hydrostatic Testing of Water Rain.
Each valved section shall be subjected to the pressure and
- 31 -
~,",<t'.It',\ ,,'c..,' "," "~~~j ,
shall be measured and supplied 'into,"the pipe section to maintain
the pressure for a test duration of 2 hours.
Each pipe section tested will be accepted if the leakage does
not exceed the quantity determined by the formula given below.
L == SD./ P
133200
L == Maximum permissible leakage in gallons per hour
S == Len9th of pipe tested in feet
D = Nom1nal diameter of pipe in inches
P = Average test pressure during the test, in pounds per
square inch, gauge pressure
If the pipe section under test contains pipe of various
diameters, the allowable leakage'will be the sum of the computed
leakage for each size of pipe.
When requested, the Contractor shall furnish a written report
of the results of leakage tests, which shall identify the
specific test section, the average pressure, the durat on of
test, and the amount of leakage.
J Pipeline Backfilling Operations
All pipeline excavations shall be backfilled to restore
pre-existing conditions as the minimum requirement, and fulfill
all supplementary requirements indicated in the Plans,
Specifications, and Special Provisions. The backfilling
operations shall be started as soon as conditions will permit on
each section of pipeline, so as to provide continuity in
subsequent o,erations and restore normal public service as soon
as practica)le on a section-by-section basis. All operations
shall be pursued diligently, with proper and adequate equipment,
as will assure acceptable results.
The backfilling shall be accomplished with the use of
Suitable Materials selected fro. the excavated materials to the
extent available and practical. Should the materials available
within the trench section be unsuitable or insufficient, without
loading and hauling or the eaployment of unreasonable measures,
the required additional materIals shall be furnished from outside
sources as an Extra Work itea in the absence of any Special
provision requirements. .
Suitable Material shall be defined aa a mineral soil
reasonable free of foreign materials (rubbish, debris, etc.),
frozen clumps, oversize stone, rock, concrete or bituminous
chunks, and other unsuitable materials, that may damage the pipe
installation, prevent thorough compaction, or increase the risks
of after settlement unnecessarilIeMaterial selection shall be
such as to make the best and ful est utilization of what is
- 33 -
; . i;l~\~~'
shall assume full responsibility' and expense for all backfill
settlement and shall refill and restore the work as directed to
maintain an acceptable surface condition, regardless of location.
All additional materials required shall be furnished without
additional cost to the Owner.
K Restoration of Surface Improvements
Wherever any surface improvements such as pavement, curbing,
pedestrian walks, fencing, or turfing have been removed, damaged
or otherwise disturbed by the Contractor's operations, they shall
be repaired or replaced to the Engineer's satisfaction, as will
restore the im)rovement in kind and structure to the preexisting
condition. EaCl item of restoration work shall be done as soon
as practicable after completion of installation and backfilling
operations on each section of pipeline.
In the absence of specific payment provisions, as separate
Contract Items, the restoration work shall be compensated for as
part of the work required under those Contract Items which
necessitated the destruction and replacement or repair, and there
will be no separate ~ayment therefor. If se~arate pay items are
provided for restorat1on work, only that port1on of the repair or
reconstruction which was necessitated by the Contract work will
be measured for payment. AnI improvements removed or damaged
unnecessarily or undermined shal be replaced or repaired at the
Contractor's expense.
Xl Turf Restoration
Turf restoration shall be accomplished by sod placement
except where seeding is specifically allowed or required.
Topsoil shall be placed to a minimum depth of four inches
under all sodding and in all areas seeded. The topsoil material
used shall be light friable loam containing a liberal amount of
humus and shall be free of heavy clay, coarse sand, stones,
plants, roots, sticks and other foreign matter. Topsoil meeting
these requirements shall be selected from the excavated materials
to the extent available and needed.
All turf establishment work shall be done in substantial
compliance with the provisions of Mn/DOT S~lflcatlon 2575.
Seed shall be Mixture No. 5 of Mn/DOT Specification 3876, unless
otherwise directed or approved.
K2 Pavement Restoration
The inplace pavement structure (including base aggregates)
shall be restored in kind and depth as previously existed, using
base aggregates salvaged fro. the excavated ..terials to the
extent available and needed, and with new aaterials being
provided for reconstruction of the concrete or bituainous surface
- 35 -
L Maintenance and F1'rial;'\;~lWanup
All subgrade surfaces shall be maintained acce~tably until
the start of surfacing construction or restorat1on work, and
until the work has been finally accepted. Additional
materials shall be provided and placed as needed to compensate
for trench settlement and to serve as temporary construction
pending completion of the final surface improvements.
Final disposal of debris, waste materials, and other remains
or consequences of construction, shall be accomplished
intermittently as new construction items are completed and shall
not be left to await final completion of all work. Cleanup
operation shall be considered as bein9 a part of the work covered
under the Contract Items involved and only that work which cannot
be accomplished at anf early time shall be considered as final
cleanup work not attrlbutable to a specific Contract Item.
If disposal operations and other cleanup work are not
conducted properly as the construction progresses, the Engineer
may withhold -)artial payments until such work is satisfactorily
pursued or le may deduct the estimated cost of its performance
from the partial estimate value.
Maintenance of sodded and seeded areas shall include adequate
watering for plant growth and the replacement of any dead or
damaged sod as may be required for acceptance of the work.
M Operational Inspection
At the completion of the project and in the presence of the
Engineer and the Contractor, representatives of the owner shall
operate all valves, hydrants and water services to ascertain
that the entire facility is in good working order; that all valve
boxes are centered and valves are opened; that all hydrants
operate and drain properly; that all curb boxes are plumb and
centered; and that water is available at all curb stops.
2611.4
METHOD OF MEASUREMENT
All items will be Beasured separately according to design
designation a. indicated 1D the Pay It.. naae and aa aay be
detailed and defined 1n the PlaM, SpecltlcatloM, or Special
Provisions. Pipe viii _ generally be designed by slze (Inside
diameter or span), stren~ class, kind or type, and laying
condition. Complete-in-Place ite.. shall include all componen~
parts thereof as described or required to complete the unit, but
excluding any excesses covered by separate Pay Items. Lineal
measurement of piping will include the running length of any
special fittings (tees, wyes, bends gates, etc.) installed
within the line of measure between specified terminal points.
- 37 -
~)'f ~.,
I Ductile and Gray Iron Fittitlgs
Ductile and Gray iron fittings shall be measured by the pound
without joint accessories and shall be the standard weight of
fittings as published in AWWA C-ll0. If the Contractor chooses
to use compact ductile iron fittings in accordance with AWWA
C-153, measurement compensation for material price and weight
differences shall be in accordance with AWWA C-llO.
J
Access structures
Access structures, such as valve boxes, service boxes,
manholes and vaults, will be measured forpa~ent only when and
to the extent that the Proposal contains specific items therefor.
Otherwise, the required structures are included for pa~ent as
part of the pipe appurtenance (Gate Valve, Curb stop, Air Vent,
etc.) item which is served. When applicable, measurement will be
by the number of individual units installed of each type and
design.
K
Granular Materials
Granular materials furnished and placed as special
foundation, bedding, encasement, or backfill construction will be
measured by weight or volume of material furnished by the
Contractor from outside sources and placed within the limits
defined. Unless otherwise specified, volume will be determined
by vehicular measure (loose volume) at the point of delivery.
Measurements will not include any materials required to be placed
as a component part of other Contract Items as may be specified.
L
Piling
Piling shall be measured as a unit and shall include all
materials and labor required, except the pile.
M
Insulation
Rigid board insulation shall be measured on a square foot
basis installed to the specified thicleness noted on the Plans,
specificationsl and Special provisions and shall include all
materials, equ paent., and labor required for placement.
2611.5
BASIS OF PAYMENT
Payment for construction of water distribution facilities
will be made only under ~he items of Water Main, Branch Service,
and Tap Service Pipe; the items of Gate Valves, corporation
stops, CUrb stops, Hydrantsl Air Vents, Polyethylene Encasement,
Insulation, and Specials as den~ified by Contract Item; and the
items of Relocate, Extend, Adjust, or Remove existing facilities
as identified by Contract Ite.; with all other costs of
constructinCJ the complete facility as required by the Plans,
- 39 -
~', /., <;~::',: >i~9,'::; ~~~~t~
In the absence of special payment provisions, all costs of
repairing, replacing, or otherwise restoring surface improvements
as required by the Contract shall be included for payment as part
of other Contract items without any direct compensation being
made therefor.
- 41 -
2621.
DESCRIPTION
This work shall consist of the construction of pipe sewers
utilizing plant fabricated pipe and other appurtenant materials,
installed for conveyance of sewage, industrial wastes, or storm
water. The work includes construction of manhole and catch basin
structures and other related items as specified.
Use of the term "Plans, Specifications, and Special
provisions" within this specification shall be construed to mean
those documents which compliment, modify, or clarify these
specifications and are accepted as an enforceable component of
the Contract or Contract Documents. All references to Mn/DOT
Specifications shall mean the latest published edition of the
Minnesota Department of Transportation standard Specifications
for Construction, as modified by any Mn/DOT Supplemental
Specifications issued before the date of advertisement for bids.
All references to other Specifications of AASHTO, ASTM, ANSI,
AWWA, etc. shall mean the latest published edition available on
the date of advertisement for bids.
2621.2
MATERIALS
All materials re9Uired for this work shall be new material
conforming to requ1rements of the referenced specifications for
the class, kind, type, size, grade, and other details indicated
in the Contract. Unless otherwise indicated, all required
materials shall be furnished by the Contractor. If any options
are provided for, as to type, grade, or design of the material,
the choice shall be limited as may be stipulated in the Plans,
Specifications, or Special ProvisIons.
All manufactured products shall conform in detail to such
standard design drawings as may be referenced or furnished in the
Plans. otherwise, the OWner may require advance approval of
material suppliers, product design, or other unspecified details
as it deems desirable for maintainin9 adopted standards.
At the request of the Engineer, the Contractor shall submit
in writing a list of .aterials and suppliers for approval.
Suppliers shall sub.it . certificate of Compliance that the
materials furnished have been te.t4ad and are In compliance with
the specification..
A Sewer Pipe and service Line Material.
All ~ipe furnished for main sewer and service line
installat10ns shall be of the type, kind, size, and class
indicated for each particular line segment as shown in the Plans
and designated in the Contract IteIDS. Wherever connection of
dissimilar materials or designs is required, the method of
joining and any special fittings employed shall be subject to
approval by the Engineer.
- 43 -
t_;~~-, \>.,:;' lj~~~~.:":;~~~:4;':'~;
A3 Ductile Iron and Gray Iron '.~ipe and Fittings
The pipe and fittings furnished shall be of the Ductile Iron
or Gray Iron type as specified for each particular use or
installation. When Gray Iron is specified, either type may be
furnished. Grar Iron may not be substituted for Ductile Iron
unless specifica ly authorized in the Plans, Specifications, and
Special Provisions.
Ductile iron pipe shall conform to the requirements of ANSI
A-21.S1 (Ductile Iron Pipe Centrifugally Cast in Metal Molds or
Sand-Lined Molds). Gray iron pipe shall conform to the
requirements of ANSI A-21.6 (Cast Iron Pipe Centrifugally Cast in
Metal Molds) or to the requirements of ANSI 1-21.8 (Cast Iron
Pipe centrifugally Cast in Sand-Lined Molds). In addition, the
pipe shall comply with the following supplementary provisions:
(1) Fittings shall conform to the requirements of ANSI A-21.10
(Gray Iron and Ductile Iron Fittings) or ANSI A-21.53
(Ductile Iron Compact Fittings) for the joint type specified.
(2) Unless otherwise specified, all ~ipe and fittings shall be
furnished with cement mortar lin1ng meeting the requirements
of ANSI A-21.4 for standard thickness lining. All exterior
surfaces of the pipe and fittings shall have an asphaltic
coating at least one mil thick. spotty or thin seal coating,
or poor coating adhesion, shall have an asphaltic coating at
least one mil thick. spotty or thin seal coating, or poor
coating adhesion, shall be cause for rejection.
A4 Reinforced Concrete Pipe and Fittings
Reinforced concrete pipe, fittings and specials shall conform
with the requirements of Mn/DOT Specification 3236 (Reinforced
Concrete Pipe) for the type, size, and strength class specified,
subject to the following supplementary proviSions:
(1) All branch fittings as tees, wyes, etc. shall be cast as
integral parts of the_ pi~. All fittings and specialS shall
be of the same strength class as the pipe to whIch they are
attached.
(2) When flexible watertight joints are specified,
meet the requi~e1Dent. of AS'1'II C-361.
(3) Lift holes will not be peraitted unless
authorized in the Plans, Specifications,
Provisions.
AS CO~~dgated Steel Pipe and Fittings
Corrugated steel pipe and fittings shall confora to the
requirements of Mn/DOT Specification 3226 (Corrugated Steel Pipe)
joints shall
specificallI
and Specia
- 45 -
,.: t '?i~n!i~~f/'l: r/l"J '
shall be provided only where specifically indicated in the
Plans, Specifications, and Special Provisions.
Metal Sewer Castings
B
Metal castings for sewer structures such as manhole frames
and covers, catch basin frames, grates and curb boxes, shall
conform to the requirements of ASTM A-48 (Gray Iron Castings),
subject to the following supplementary provisions:
(1) Casting assemblies or dimensions, details, weights, and class
shall be as indicated in the detailed drawings for the design
designation specified. Unless otherwise specified, the
castings shall be Class 30 or better.
(2) Lid-to-frame surfaces on round casting assemblies shall be
machine milled to provide true bearing around the entire
circumference.
(3) Casting weight shall be not less than 9S percent of
theoretical weight for a unit cast to exact dimensions, based
on 442 pounds per cubic foot.
(4) A Certificate of Compliance shall be furnished with each
shipment of castings stating that the materials furnished
have been tested and are in compliance with the specification
requirements.
(5) Unless otherwise specified, sanitary sewer manholes in areas
subject to flooding by surface water shall have self-sealing
lids and recessed pick holes.
(6) Unless otherwise specified, sanitary sewer manhole lids shall
have recessed pick holes.
C Precast Concrete Manhole and Catch Basin Sections
Precast concrete riser sections and appurtenant units (grade
rings, top and base slabs, special sections, etc.) used in the
construction of manhole and catch basin structures shall conform
with the requirements of ASTII C-478, subject to the followiDC)
supplementary provisions:
(1) The precast sections and appurtenant units shall con fora to
all requirements as shown on the detailed drawings.
(2) Joints of manhole riser sections shall be tongue and groove
with rubber "0" ring joints provided on sanitary sewer
manholes. Sanitary sewer inlet and outlet pipes shall be
joined to the manhole with a gasketed, flexible, watertight
connection or any watertight connection arrangement that
allows differential settlement of the pipe and manhole wall
to take place.
- 47 -
No. 10
No. 40
No. 200
NOTE:
20- 65
0- 35
0- 10
20- 65
0- 35
0- 10
20-100
0- 35
0- 10
Granular foundation, bedding and encasement material
provided for plastic pipe and fittin9s shall meet the
requirements of ASTM 2321, Class I, II, or III materials
or the requirements provided above if the Engineer
authorizes such substitution.
F2 Granular Material Use Designations
Granular materials provided for Foundation, Bedding,
Encasement, or Backfill use as required by the Plans,
Specifications and Special provisions, either as part of the pipe
item work unit or as a separate Contract Item, shall be
classified as to use in accordance with the following:
Material Use Designation Zone Designation
Granular Foundation ------------------ Placed below the bottom of
pipe grade as replacement
for unsuitable or unstable
soils, to achieve better
foundation support.
Granular Bedding ---------------------
Placed below
midpoint, prior
installation,
facilitate ~roper
and to aC_lieve
pipe support.
Granular Encasement ------------------ Placed below an elevation
one foot above the top of
pipe, . after pipe
installation, for
protection of the pipe and
to assure proper filling
of voids. or thorough
consolidation of backfill.
the pipe
to pipe
to
shaping
uniform
Granular Backfill -------------------- Placed below the surface
base course, if any, as
the second stage of
backfill, to minimize
trench settlement and
provide support for
surface improvements.
In each case above, unless otherwise indicated, the lower
1 111li ts of any particular zone shall be the top. surface of the
next lower course as constructed. The upper limits of each zone
- 49 -
bus service, and ambulan~e~~~i~f~i. The Contractor shall keep
the required agencies informed of changing traffic patterns and
detour situations.
A2 Establishing Line and Grade
In locations where the sewer is in direct conflict with
existing watermain and water services the watermain and water
services shall be lowered to provide at least 18 inches of
vertical distance between the top of the watermain or service and
the bottom of the sanitary sewer or relocated in accordance with
Plans.
When local conditions prevent a vertical separation as
described, the following coristruction shall be used:
a vertical separation of at least 18 inches between the
bottom of the sewer and the top of the watermain;
adequate structural support for the sewers to prevent
excessive deflection of joints and settling on and
breaking of the wateraains;
that the length of water pipe be centered at the point
of crossing so that the joints will be equidistant and
as far as possible from the sewer.
Watermains shall be laid at least 10 feet horizontally from
any sanitary sewer, storm sewer or sewer manhole, whenever
possible. When local conditions ~revent a horizontal separation
of 10 feet, a watermain may be la1d closer to a storm or sanitary
sewer provided that:
(1) The bottom of the watermain is at least 18 inches above the
top of the sewer;
(2) Where this vertical separation cannot be obtained, the sewer
shall be constructed of materials and with joints that are
equivalent to watermain standards of construction and shall
be pressure tested to assure water tightness prior to
backfilling.
The primary line and \t..ude will be established by the
Engineer. For trench installation, line and grade stakes wIll be
set parallel to the proposed pipeline at an appropriate offset
therefrom as will best serve the Contractor's operations wherever
~ractical. For tunnel installation, line and grade stakes will
Je set directly above the proposed pipeline setting. Grade and
line stakes will be set at 25-foot intervals along the pipeline;
at each change in line or grade, and as needed for pIpeline
appurtenances.
- 51 -
...f\~..e!,~-"~ w!t4l:,
and the Owner of the affected structure. When any existing
facifities are endangered by the Contractor's operations, the
Contractor shall cease work at the site and take such precautions
as may be necessary to protect the in~lace structures until a
decision is made as to how the conflict w1ll be resolved.
without specific authorization from the Engineer, no
essential utility service shall be disrupted, nor shall any
change be made in either the existing structures or the planned
installations to overcome the interference. Alterations in
existing facilities will be allowed only to the extent that
service will not be curtailed unavoidably and then only when the
encroachment or relocation will satisfy all applicable
regulations and conditions.
Whenever alterations are required as a result of unforeseen
underground interferences not due to any fault or negligence of
the Contractor, the Engineer will issue a written order covering
any additional or extra work involved and specifying the revised
basis of payment, if any. Any alterations made strictly for the
convenience of the Contractor shall be subject to prior approval
and shall be at the Contractor's expense.
No extra compensation will be allowed for delays caused by
the interference of underground structures.
AS Removal of Surface Improvements
Removal of surface im~rovements in connection with trench
excavation shall be lim1ted to actual needs for installation of
the pipeline and appurtenances, based on the allowable trench
widths and any other controls imposed in connection with the
work. Removal operations shall be coordinated effectively with
the excavation and installation operations as will cause the
least practical disruption of traffic or inconvenience to the
public. The debris resulting from removals shall become the
property of the Contractor and shall be disposed of by the
Contractor. Removal debris shall not be deposited at locations
that will block access to fire hydrants, private driveways, or
other essential service areas, nor obstruct surface drainage.
Removal and final disposal of debris shall be acco.plished as a
single operation wherever possible and, in any even~, the debris
shall be removed fro. the sl~e before starting the excavating
operation..
Removal of concrete or bituminous structures shall be by
methods producing clean-cut breakage to prescored line. a. will
preserve the remaining structure without damage. Removal
equipment shall not be operated in a manner that will cause
damage to the remaining structure or adjoining property. Where
not removed to an existing joint, concrete structures shall be
sawed along break lines to minimWl depth of one-t.hird of the
structure depth.
- 53 -
~';t"t;t>~:~f~~~}1,~~'
excavating shall be utilized" 't~r"probe for and expose such
critical or hazardous installations as gas pipe and power or
communication cables.
The Engineer shall be notified of any need for blasting to
remove materials which cannot be broken up mechanicallI' and
there shall be no blasting operations. conducted unti the
Engineer's approval has been secured. Blasting will be allowed
only when proper precautions are taken to protect life and
property, and then shall be restricted as the Engineer directs.
The Contractor shall assume full responsibility for any damages
caused by blasting regardless of the requirements for
notification and approval. The Contractor shall secure any
required permits for blasting and shall conduct blasting
operations in conformance with all applicable state and local
laws, regulations and ordinances.
B2 Classification and Disposition of Materials
Excavated materials will be classified for payment only to
the extent that the removal of materials classified by the
Engineer as Rock will be paid for separately from other
unclassified materials, either as a separate Contract Item or as
an Extra Work Item when no bid price is applicable. All other
materials encountered in the excavations, with the exception of
items classified for payment as structure removals, will be
considered as Unclassified Excavation, and unless otherwise
specified in the Plans, Specifications, and Special Provisions,
no additional compensation shall be provided for their removal.
Unclassified materials shall include muck, rubble, wood debris,
and boulder stone, masonry or concrete fravments less than one
cubic yard in volume, together with other m1scellaneous matter
that can be removed effectively with power operated excavators
without resorting to drilling and blasting.
Rock excavation shall be defined to include all hard, solid
rock in ledge formation, bedded deposits and unstratified masses:
all natural conglomerate deposits so firaly cemented as to
present all the characteristic. of solid rock: and any boulder
stone, masonry or concrete fragments exceeding one cubic yard in
volume. Materials such as Shalel hard pan, 80ft or dl.ln~egrated
rock which can be dislodged w i:h a hand pick or removed with a
power operated excavator will not be classified aa Rock
Excavation.
Excavated .aterials will be classified for reuse as being
either Suitable or Unsuitable for backfill or other specified
use, subject to selective controls. All suitable materials shall
be reserved for backfill to the extent needed, and any surt>lus
remaining shall be utilized for other construction on the proJect
as may be specified or ordered by the E~ineer. To the extent
practicable, granular materials and topsoil shall be segregated
from other materials during the excavating and stoc1q)iling
operations so as to permit best use of the available materials at
- 55 -
minimum to prevent unnecessary destruction of the surface
structures.
The maximum allowable trench width at the level of the top of
pipe may be exceeded only by approval of the En9ineer, after
consideration of pipe strength and loading relat1onships. Any
alternate proposals made by the Contractor shall be in writing,
giving the pertinent soil weight data and proposed pipe strength
alternate, at least seven days prior to the desired date of
decision. Approval of alternate pipe designs shall be with the
understanding that there will be no extra compensation allowed
for any increase in material or construction costs.
If the trench is excavated to a greater width than that
authorized, the En~ineer may direct the Contractor to provide a
higher class of bedd1ng and/or a higher strength pipe than that
required by the Plans, Specifications, and Special provisions in
order to satisfy design requirements, without additional
compensation therefor.
B4 Sheeting and Bracing Excavations
All excavations shall be sheeted, shored, and braced as will
meet all requirements of the applicable safety codes and
regulations; comply with any specific requirements of the
Contract; and prevent disturbance or settlement of adjacent
surfaces, foundations, structures, utilities, and other
properties. Any damage to the work under contract or to adjacent
structures or property caused by settlement, water or earth
pressures, slides, cave-ins, or other causes due to failure or
lack of sheeting, shoring, or bracing or through negligence or
fault of the Contractor in any manner shall be repaired at the
Contractor's expense and without delay. -
Where conditions warrant extreme care, the Plans,
Specifications, and Special Provisions may require special
precautions to protect life or property, or the Engineer may
order the installation of sheet piling of the interlocking type
or direct that other safety ..a sure s be taken as deemed
necessary. Failure of the Engineer to order correction of
improper or inadequate sheeting, shoriJ..l9, or bracing shall not
relieve the Contractor's responsibilities for protection of life,
property, and the work.
The Contractor shall assume full responsibility for proper
and adequate placement of sheeting, shoring, and bracing,
wherever and to such depths that soil stability may dictate the
need for support to prevent displacement. Bracing shall be so
arranged as to provide ample working space and so as not to place
stress or strain on the inplace structures to any extent that may
cause damage.
Sheeting, shoring and bracing materials shall be removed only
- 57 -
in the Plans, specificatf~~;:~#~1f~ Special Provisions. The
Contractor may be required to furnish and drive piling and
construct concrete or tImber bearing supports or other work as
may be provided for in an Extra Work order.
Care shall be taken during final subgrade shaping to prevent
any over-excavation. Should anI low spots develop, they shall
only be filled with approved mater al, which shall have optimum
moisture content and be compacted thoroughly, without additional
compensation provided to the Contractor. The finished subgrade
shall be maintained free of water and shall not be disturbed
during pipe lowering operations except as necessary to remove
pipe slings. The discharge of trench dewatering pumps shall be
directed to natural drainage channels or storm water drains.
Draining trench water into sanitary sewers or combined sewers
will not be permitted.
The Contractor shall install. and operate a dewatering system
of wells or points to maintain pipe trenches free of water
wherever necessary or as directed by the Engineer to meet the
intent of these specifications. Unless otherwise specified in
the Plans, Specifications, and Special Provisions, such work
shall be considered incidental with no additional compensation
provided therefore.
All costs of excavating below grade and placing foundation or
bedding aggregates as required shall be included in the bid
~rices for pipe items to the extent that the need for such work
1S indicated in the Contract provisions and the Proposal does not
provide for payment therefor under separate Contract Items. Any
excavation below grade and any foundation or bedding aggregates
required by order of the Engineer in the absence of Contract
requirements therefor will be compensated for separately as Extra
Work items.
If examination bf the Engineer reveals that the need for
placement of foundat10n aggregates was caused by the Contractor's
manipulation of the soils in the presence of excessive moisture
or lack of proper dewatering, the cost of the corrective measures
shall be borne by the Contractor.
C Installation of Pipe and Fitting_
Cl Inspection and Handling
Proper and adequate 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.
During the process of unloading, all pipe and accessories shall
be inspected by the Contractor for damage. The Contractor shall
notify the Engineer of all material found to have cracks, flaws,
or other defects. The Engineer shall inspect the damaged
materials and have the right to reject any materials found to be
- 59 -
~~~!nqS~~~tl ~~arta~~ t~~t~:~~~~!!f~n~n~~df:~~~e~~~~:d:~d t~:
each length of bell and spigot pipe is placed in laying position,
the spigot end shall be centered in the bell and the pipe forced
home and brought to correct line and grade. The pipe shall be
secured in place with approved backfill material, wlich shall be
thoroughlf compacted by tamping around the pipe to a height of at
least 12 1nches above the top with hand operated mechanical
tamping devices or br hand. The joint areas shall remain exposed
and precautions sha 1 be taken to prevent the soil from entering
the joint space, until the joint seal is effected. Backfill in
the bell area shall be left loose.
Connection of pipe to existing lines or previously
constructed manholes or catch basins shall be accomplished as
shown in the Plans or as otherwise approved by the Engineer.
Where necessary to make satisfactory closure or produce the
required curvature, grade or alignment deflections at joints
shall not exceed that which will assure tight joints and comply
with any limitations recommended by the pipe manufacturer.
Entrance of foreign matter into pipeline openings shall be
prevented at all times to the extent that suitable plugs or
covering can be ke~t in place over the openings without
interfering with the 1nstallation operations.
Installation of PVC, ASS, and composite truss pipe shall
conform to ASTM D-2321.
C3 Connection and Assembly of Joints
All pipe and fitting joints shall fit tightly and be fully
closed. Spigot ends shall be marked as necessary to indicate the
point of complete closure. All joints shall be soil tight, as
the minimum requirement, and shall be watertight in all sanitary
sewer pipe lines and in all storm sewer pipe lines installed
within the limits of a paved street or highwaI traffic lanes.
Where specified, the Joints in certain assemb ies shall be made
structurally integral by being completely encased in concrete to
f04_ a rigid watertight unit as inaicated in the standard
drawings. .
Where watert~htjOlnts are required, without concrete
encasement, the oints shall be sealed as follows subject to
such other approv method as the Engineer may authorIze as being
an acceptable alternative:
(1) Concrete pipe and fitting joints - compression type rubber
gasket seals conforming to the requirements ofASTM C-443,
ASTM C-361 or AASHTO X-198 for circular pipe, or as otherwise
approved by the Engineer in the case of non-circular pipe
sections.
(2) ABS/pve Truss pipe, ASS solid wall pipe and fittings
assembled gasket seal joints.
- 61 -
"..~. ,#'JYIii'~'~~(;~1:;l'lii",
depth of the insulation. If' two 'or'" more layers of insulation
boards are used, each layer shall be placed to cover the joints
of the layer immediately below with an overlap of at least 6
inches.
The Contractor shall exercise precaution to insure that all
joints between boards are tight during placement and backfilling
with only extruded ends placed end to end or edge to edge.
The first layer of material placed over the insulation shall
be 6 inches in depth, free of rock or stone fragments measuring
1-1/2 inches or greater. The material shall be placed in such a
manner that construction equipment does not operate directly on
the insulation and shall be compacted with equipment which exerts
a contract pressure of less than 80 psi. The first layer shall
be compacted until there is no further visual evidence of
increased consolidation or the density of the compacted layer
conforms to the density requirements specified in the Special
Provisions.
D
Appurtenance Installations
Appurtenance items such as aprons, trash guards, gates and
castings shall be installed w~ere and as re~ired by the Plans
and in accordance with such standard detail drawings or
supplementary requirements as may be specified.
Casting assemblies installed on manhole or catch basin
structures shall be set in a full mortar bed and be adjusted to
the specified elevation without the use of shims or blocking.
Sewer aprons shall be subject to all applicable requirements
for installation of pipe. All aprons and outfall end sections
shall have the last three sections tied. Two tie bolt fasteners
shall be placed in each of the last three joints, one on each
side of top center at the 60 degree point (from vertical). Tie
bolt diameter shall be: 1/2 inch for 12- to and including 21ft
pipe: 5/8 inch for 24" to and including 36. pipe; 3/4 inch for
42" to and inCluding 54. pipe: and 1. for 60. and larger pipe.
The tie bolts shall be of a design approved by ~. Engineer.
E Sewer Service Installation.
Main sewer service connections and building se...,ice sewer
pipe shall be installed as provided for in the Contract and as
may be directed by the Engineer. The sewer service connections
and pipe lines shall be installed in conformance with all
applicable requirements of the main sewer installation and as
more specifically provided for herein.
The Engineer, with the assistance of the Contractor, shall
keep accurate records of all service installations as to type,
location, elevation, point of connection and teraination, etc.
- 63 -
~~~'._~J.~:;~~;:~~,
concrete to a minimum thickness of six inches and as may be shown
in the standard drawings.
Wherever service line connections to the main sewer are
required to ~e made by means of built-in Branch Tee or Wye
fittings, the Contractor shall, in the absence of such fitting,
remove a section of the main sewer pipe and replace it with the
required Branch Tee or Wye section connected by means of an
approved sleeve coupling.
Sanitary sewer service lines shall not be connected to a
manhole at an elevation more than 24 inches above the crown of
the outgoing sewer. Where the elevation difference is greater
than 24 inches, the connection shall be made by means of an
Outside Drop Connection in accordance with the details shown in
the standard drawings.
. All pipe and fitting openings at temporary terminal points
shall be fitted with suitable plugs or shall be bulkheaded as
required for the main sewer pipe.
F Manhole and Catch Basin structures
Manholes, catch basins, and other special access structures
shall be constructed at designated locations as required by the
Plans and in accordance with any standard detail drawings or
special design requirements given therefor.
Unless otherwise specified or approved, manholes and catch
basins shall be constructed on a cast-in-place concrete base and
the barrel riser sections, cone section and top adjusting rings
shall all be of precast concrete. All units shall be properly
fitted and sealed to form a completely watertight structure.
Barrel and cone height shall be such as to permit placement of at
least three and not more than six standard two-inch precast
concrete adjusting rings immediately below the casting assembly
which shall be set in a mortar bed. Each adjusting ring shall
also be set in mortar.
Unless otherwise specified or approved, manholes and catch
basins shall have an inside baA.A..l diu.ter at the bottoa of 48
inches ainimum and the inside diaaeter at the top of the cone
section and of all adjusting rings shall be of the same size and
shape as the casting fra.e. Casting assemblies shall be as
specified in the Plans. catch basin grate elevation shall be
adjusted as necessary to maintain the required dip below normal
gutter grade.
The concrete cast-in-place base shall be poured on
undisturbed or firmly compacted foundation material which shall
be trimaed to proper elevation. The bottom riser section shall
be set in fresh concrete or mortar and all other riser sectionT
- " -
and standpipes as required.
81 Air Test Method
The sewer pipe section under test shall be clean at the time
of testing but the pipe may be w~tted. Pneumatic balls.shall be
used ,to plug the pipe ends at manholes. Low pressure a1r shall
be introduced into the plugged line until the internal air
pressure reaches 4.0 psi greater than the average back pressure
of any ground water pressure that may submerge the pipe. At
least two minutes shall be allowed for the air te.~erature to
stabilize before readings are taken and the tim1ng started.
Durin~ this time the Contractor shall check all plugs with soap
solut10n to detect plug leakage. If plugs are found to leak, air
shall be bled off, the plugs shall be retightened, and the air
shall be reintroduced into the line.
The sewer section under test will be accepted as having
passed the air leakage test if it does not lose air at a rate to
cause the pressure to drop from 3.6 to 3.0 psi in less time than
one-half minute per inch in diameter of the pipe tested.
82 Hydrostatic Test Method
After bulkheading the test section, the pipe shall be
subjected to a hydrostatic pressure produced bf a head of water
at a depth of three feet above the invert elevat10n of the sewer
at the manhole of the test section. In areas where ground water
exists, this head of water shall be three feet above the existing
water table.
The water head shall be maintained for a period of one hour
during which time it will be presumed that full absorption of the
pipe body has taken place, and thereafter for an extended period
of one hour the water head shall be maintained as the test
period. During the one hour test period, the measured water loss
within the test section, including service stubs, shall not
exceed the Maximum Allowable Loss (in Gallons Per Hour per 100
Feet of Pipe) given below for the applicable Main Sewer Diameter.
Main Sewer Diameter MaximUJI Allowable Loss*
(In Inches) (In Gallons Per Hour Per 100 Feet)
, 0.5
8 0.6
10 0.8
12 1.0
15 1.2
18 1.4
21 1.7
24 , Larger 1.9
*Based on 100 Gallons Per Day Per Pipe Diameter Inch Per Mile
- 67 -
above the top of the pipe, the,i-i:t?lffals placed shall be limited
in particle size to 1-1/2 inches maximum in the case of )ipe of
12 inches in diameter or less and to 2 inches maximum in t.le case
of larger pipe. Above these zones, the placement of material
containing stones, boulders, chunks, etc. greater than 8 inches
in any dimension shall not be allowed.
Compaction of materials placed within the pipe bedding and
encasement zones shall be accomplished with portable or hand
equipment methods, so as to achieve thorough consolidation under
and around the pipe and avoid damage to the pipe. Above the
cover zone material, the use of heavy roller type compaction
equipment shall be limited to safe pipe loading.
Backfill materials shall be carefully placed in uniform loose
thickness layers of 8 inches spread over the full width and
length of the trench section to provide simultaneous support on
both sides of the pipeline. Granular backfill may be placed in
12 inch layers above an elevation one foot above the top of the
pipe, and with the provision that, by authority' and at the
discretion of the Engineer in consideration of the demonstrated
capability of special type vibrating compactors, the stated
maximums may be increased.
Each layer of backfill material shall be compacted
effectively, b~ approved mechanical or hand methods, until there
is no further v1sual evidence of increased consolidation or the
density of the compacted larer conforms to the density
requirements specified in the Spec al Provisions. Compaction of
the inplace layer shall be completed acceptably before placing
material for a succeeding layer thereon. The manner of
,lacement, compaction equipment and procedure effectiveness shall
,e subject to approval of the Engineer.
All surplus waste materials remaining after completion of the
backfilling operations shall be disposed of in an acceptable
manner within 24 hours after completing the backfill work on each
particular pipeline section. Disposal at any location within the
project limits shall be as specified, or as approved by the
EngIneer; otherwise, disposal shall be accomplished .outside the
project limits at the Contractor's discretion. The backfilling
and surplus or waste disposal operations . sball be a part of the
work required under the pipeline installation it..., not as work
that may be delayed until final cleanup.
Until expiration of the guarant.ee period, the Contractor
shall assume full responsibility and expense for all backfill
settlement and shall refill and restore the work as directed to
maintain an acceptable surface condition, regardless of location.
All additional materials required shall be furnished without
additional cost to the OWner.
- 69 -
furnished by the OWner at i~~'}~~ct:\., or the Cpnt'ractor will be
ordered to furnish the additional materials from outside sources
as an Extra Work item in the absence of -an appropriat.e Contract
item therefor. Placement of any additional aggregate materials
delivered to the site by the owner or of any additional materials
furnished by the Contractor shall be an incidental expense, as
will also be the disposal of any excess materials resulting
therefrom, unless special payment provisions are otherwise agreed
upon.
Reconstruction of aggregate base courses and concrete or
bituminous surface courses shall be in substantial compliance
with all applicable Mn/DOT Specifications pertaining to the item
being restored. The materials used shall be comparable to those
used in the inplace structure, and the workmanship and finished
quality shall be equal to that of new construction to the fullest
extent obtainable in consideration of operational restrictions.
Existing concrete and bituminous surfaces at the trench wall
shall be sawed or cut with a cutting wheel to form a neat edge in
a straight line before surfa~es are to be resto~ed. Sawing or
cutting may be accomplished as a part of the removal or prior to
restoration at the option of the Contractor. However, all
surface edges will be inspected prior to restoration.
J3 Restoration of Miscellaneous Items
Wherever any curbing, curb and gutter sections, pedestrian
walks, fencing, driveway surfacing, or other improvements are
removed or in anf way damaged, or undermined, they shall be
restored to or1ginal condition by repair or replacement as the
Engineer considers necessary. Replacement of old materials will
be acce~table only to the extent that existing quality can be
fully aC_lieved, such as in the case of fencing. Otherwise new
materials shall be provided and ~laced as the Engineer directs.
Workmanship and finished quality slall be equal to that of new
construction, where new materials are used, to the extent
obtainable in consideration of operational restrictions.
A proper foundation shall be prepared before reconstructing
concrete or bitwainous improvements. Unless otherwise directed,
granular material shall be placed to a depth of at least four
inches under all concrete and bituminous items. No direct
compensation will be made for furnished and placing this material
even though such course was not part of the original
construction.
K
Maintenance and Final Cleanup
All subqrade surfaces shall be maintained acceptably until
the start of surfacing construction or restoration work, and
until the work has been finally accepted. Additional materials
shall be provided and placed as needed to compensate for trench
- 71 -
'olII,
M
Televising
Sewer line televising maf be required by the Engineer, at the
cost of the Contractor, if v1sual inspection, leakage testing, or
deflection testing indicate the sewer has not been constructed in
accordance with these specifications and the requirements of the
Plans, Specifications, and the Special Provisions.
2621.4
METHOD OF MEASUREMENT
All items will be measured separately according to design
designation as indicated in the Pay Item name and as may be
detailed and defined in the Plans, Specifications, or Special
Provisions. Pipe will generally be designated by size (inside
diameter or span), strength class, kind or type, and laying
condition. Complete-in-place items shall include all component
parts thereof as described or required to complete the unit, but
excluding any excesses covered by separate Pay Items. Linear
measurement of piping will include the running length of any
s~ecial fittings (tees, wyes, elbows, gates, etc.) installed
w1thin the line of measure between specified terminal points.
A
Sewer Pipe
Sewer pipe of each design designation will be measured by
length in linear feet along the line of pipe. Terminal points of
measurement will be the pipe end at free outlets; the point of
connection with inplace pipe; the center of manholes or catch
basins; the point of centerline intersections at branch fittings;
or the point of juncture with other appurtenances or units as
defined.
Separation of quantities according to "depth zone
classification", when so designated in the Pay Item, will be
determined by depth of pipe invert below the ground surface
profile.
B
Manholes
Manholes of each design designation will be.easured by
number of each constructed coaplete-in-place, including the base
and castings as required, but excluding any excess depth greater
than 8.0 feet measured from top of manhole cover to invert
elevation of lowest pipe.
Excess manhole depth of each design designation will be
measured by the linear foot difference in depth between the 8.0
feet allowed as standard and the actual increased depth as
constructed.
C
Catch Basins
Catch basins of each design designation will be measured by
- 73 -
.~ -.. .
foundation, bedding, encasement, or backfill construction will be
measured by weight or volume of material furnished bI the
Contractor from outside sources and placed within the 1 mits
defined. Unless otherwise specified, volume will be determined
by vehicular measure (loose volume) at the point of delivery.
Measurements will not include any materials required to be placed
as a component part of any other Work Unit.
J Piling
Piling shall be measured according to the provisions of
Mn/DOT Specification 2452.
J1 Pile Bents
Pile bents shall be measured as a unit and shall include all
materials and labor required, except the pile.
K
Insulation
Rigid board insulation shall be measured on a square foot
basis installed to the specified thickness noted on the Plans,
Specifications, and Special Provisions and shall include all
materials and labor required for placement.
2621.5
BASIS OF PAYMENT
Payment for sewer pipe and service pipe items at the Contract
prices per linear foot of pipe of each design shall be
compensation in full for all costs of providing a
complete-in-place pipeline, includin~ excavation, foundation
~reparation, backfilling, leakage test1ng, restoration of surface
1mprovements, disposal of surplus or waste materials, final
cleanup, and such other work as may be specified, but excluding
the construction of other structures or special sections and the
placement of s~ecial fittings, appurtenances or materials
specifically des1gnat~d for payment under other Contract Items.
Payment for manhole, catch basin, outside drop connection,
service connection, and other structures as specified, at the
Contract prices per structure, shall be compensation in full for
all costs of constructing each unit complete-in-place as
specified, including all required castings special fittings,
base or encasement, and appurtenant materials as specified for
the complete structure or section, but excluding such additional
work as may be designated for payment under other Contract Items.
Where the specified standard manhole, catch basin, or outside
dro~ connection depths are exceeded, the excess depth of each
des1gn will be paid for separately as linear footage items and
payment at the Contract prices therefor shall be compensation in
full for all costs of providing the extra depth.
Special pipe fittings such as wyes, tees, and bends will be
- 75 -
.. -
-
Standard Plates dated before Jan. 1, 1968 are referenced to the 1964 Minnesota Standard Specifications for
Highway Construction. Standard Plates dated from Jan. 1, 1968 and before Jan. 1, 1972 are referenced to
1968 Minnesota Standard Specifications for Highway Construction. Standard Plates dated from Jan. 1, 1972
and before Jan. 1, 1978 are referenced to 1972 Minnesota Standard Specifications for Highway Construction.
Standard Plates dated from Jan. 1, 1978 and before July 1, 1983 are referenced to 1978 Minnesota Standard
Specifications for Highway Construction. These plates shall now be governed by the 1983 Specifications
references listed below for all projects constructed under the 1983 Specifications.
PLATE SPEC. PLATE SPEC. PLATE SPEC. PLATE SPEC.
REF. REF. REF. REF.
1015 2301 3045 2501 4014 2506 5000 2503
1016 2301 3050 2501 4015 2506 5007 3351
1018 2301 3051 2501 4016 2506 5200 2411
1019 2301 3054 4017 2506 5201 (1.5) 2411
1070 2301 3060 (1.2) 2413 4019 2506 5205 2411
1100 2301 3065 (1-2) 2411 4020 2506 5215 3351
1103 2301 3066 2501 4021 2506
1120 2201 3067 2411 4025 2506
2301 3100 2501 4101 2506 6000 (1.2) 2422
1140 2201 2503 4102 2506 6011 (1-5) 2422
2301 3110 2501 4103 2506 6012 (1-5) 2422
1141 2201 2503 4107 2506
.2301 3114 2501 4108 2506
1150 2301 2503 4109 2506 7000 2301
1210 2301 3122 2501 4110 2506 2531
3123 2501 4112 2506 7020 (1-2) 2531
3124 2601 4125 2506 7035 2301
3000 (1.2) 2501 3125 2411 4126 2506 2521
2502 3126 2411 4127 2506 2531
2503 3127 2411 4128 2506 7036 2521
3001 2501 3128 4129 2506 2531
2502 '3133 2511 4130 2506 7055 3426
2503 3134 2511 4131 2506 7065 2535
3002 2501 3135 2511 4132 2506 7100 2531
2502 3142 2502 4133 2506 7102 2531
2503 3143 2502 4140 2506 7103 (1-4) 2531
3004 2501 3145 2501 4142 2506 7105 2531
2503 3146 2501 4143 2506 7106 2531
3006 (1.2) 2501 3221 (1-3) 3226 4149 2506 7107 2521
[ 2503 4150 (1-2) 2506 2531
3007 2501 4151 2506 7108 2521
2503 4000 2506 4152 2506 2531
- 3014 2501 4002 2506 4153 2506 7109 2521
l 2503 4004 2506 4154 2506 2631
\.. .
3020 2501 4005 2506 4160 2506 7110 2531
[ 3030 2501 4006 2506 4161 2506 7111 2531
3031 2501 4007 2503 4180 2506
3040 2501 2506
'2502 4008 2506
[ 2503 4009 2506
3041 2501 4010 2506
2502 4011 2506
[ 2503 4013 2506
APP~OVED No.!.JQ., !9~~ IT ATE OF MINNESOTA SPECIFICA TlOM STANOAIO
r DEPARTMENT OF TRANSPORTATION IEFEIEMCI 'I..ATI
l f?:JLi:....!/~~ - - SPEC. REF. MO.
SPECIFICA TION REFERENCE
1983 0004 A
Assist t Division Director TO STANDARD PLATES EDITION (1 of 2)
Technical Services
PLATE SPEC. PLATE SP EC. PLATE SPEC. PLATE SPEC.
REF. REF. REF. REF.
I 8000 (1.2) 1710 9000
8002 2554 9001
- . ~ 1710 2575
, 9101
8110 2565 9102 2575
tJ 111 (1.2) 2565 9300
8112 2461 9301
2565 9302
8113 2461 9308
2565 9309
8115 2461 9310
2565 9313 3327
8116 2461 9314
8117(1.2) 3622 9315
8118 2545 9320 2557
I 2565 9321 2557
8119 2461 9322 (1.2) 2557
2565 9323 2557
I 8120 2461 9324 2557
2565 9400 2411
8121 (1.2) 2565 2461
.- 8122 2565 9401 2411
8123 (1.2) 2565 2461
8124 2565 9500
8125 2565
... 3306
8126 2461
2565
1- 8130 2565
8140 2545
- 8150 2554
... 8302 2554
8304 2554
8307 2554
8310 2554
.- 8311 2554
- 8313 2554
8314 2554
IH' 8315 2554
8316 2554
8317 2554
8318 2554
.. 8319 2554
- 8320 2554
L. 8322 (1-2) 2554
8323
8324
- 8325
}- 8326
8327 (1.2) 1703
8328 (1-2) 2554
8329 (1-3) 2554
.- 8330 (1-2) 2554
8400 2871
L- APPROVEDNo.!: 1 O..L 19~~ STATE OF MINNESOTA SPECIFICA lION ST AMO.ID
tj2:u';;J:~~- - DEPARTMENT OF TRANSPORTATION IEFEIENCE PLATE
SPEC. REF. MO.
.-- SPECIFICATION REFERENCE
L Ass' t Division Director 1983 0004 A
Technical Services TO STANDARD PLATES EDITION (2 of 2)
"'",
"i f 1I"'~9~~ I '" II " II
II ~ ------------
I t SI.. ~ e ~ S~~IISb~:3 I I I . . I . I I'
! _ J oodddoCildldlo~
- -: i - - - - - - - - - - - - -'. - - - -
Ii: I " " 1199~sl::r! II " "
; I Ii '0 j-::~:::~:::~:J:::-- -'
a ! 1 J :I'd d~~:ld':Jd'~;;~:l :;~:i I I " "
J__ __________________' _'
! t U .. II ~.. ,.,- .. n 1I!:S.. ~
. .1 I;:! I I I I , I I I ~ d Q :: :l'a'::l I 101:1 ~
I - i~;}~:~;;;~;~=:;. ~;;~11;~ _
t .!.I J 0300010010 0 :I~d do o~a r."d -
.. r rl ir~~~~~~~i;i; ~~;;~ 33;:i; }l!_~...:.. ;JI~
g ~1~lj: i-..------------ ----' -J-- : ~-za-l'1' " ~ ..
a i~~~~ss~~~~~.H ~-~~. -~ ~~ I . '
_ _ -.JJ:::~~:~:::~: :l~=:~01 ~d a~ t ~=:llj
'j: j- !. !!. ....IJ~ "i:AI _ . J: ~
.. II J I I I , I , I I I I I I 0 0 = ciI cilO1 ~ I. ~ - u-+ -_"~1
! I I, ~ y----------- ,13 ~ I
j j I I I I I I , I I I I I ~ ~~
I!I
~ 1."l'li~ sM-
a !!:it ::;'~=t.=
-- - -7-
~ ~~ rn~ :l"=-~
--- ----
No I.t . 1.1
c:3 ::~-li" -!f.1!'
_:t I~'J J/il 1"0
o! :~~~~~_~~~~
y. ......1..... , I : : : : : f : : : I
. 1Nlor j - i Ii iI- i iIi - i i
M) H.l.tNrI" :~~H~~~:!!
SSJN)O'H1 ! ~ N ~ ~
,.,.,.-.... N C'\f N I': ~ . 1ft ~
IcIld MI ..L~ hi; I ! ~I:;jIz i ;: i
...., .u 1HIIJM i-III :II. en ~12
YJW "J.L~ ~ ~~~i.~ ~ iI~ ~~
NOt.&om SDD a 0 - - w .. ;ir- !:Ie
SItOM 'JlfW 10 -0 ;:;;;,:
WWIMJ 'MIWII1 - - -Ii
APPROVED ~ec.:.. ~ !!~ _. ·
Yk..-~!:'"~-
Aaistant Division Director
Technical Services
I
~ .I.t!
I it ~
I
! . I
~ p t
:; ; ~
.! .I J
t ~ I · I
.!. / ~ ,~
I ~I ! ~ ~ It=~=-- If. d
.." ~ ; J I .t-_.:; . .
i ~ ~! i J l~=:= J II
i ~ s t 1 f r +..:-- J I i
Q ~ '!'! .J · i ) t----- I' ~g
· ~ IS. + ---
i : ~ I i' t .) ~=_-:-- · J I
· :. ~ I i I 1- r: -r
~ A = ;; .:; J ... a 'J.
.....
.....
~,..
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
REINFORCED CONCRETE PIPE
DIMENSIONS
J ~ il i 1
11 !~.& .J
! (~..1:21 i
~ll"h :;
JlJ11 I
..vg ~
J.i!hl ;
l'Oi'Oji It)
! j i '!II~ '0 .
l.s . . Nt
! II: ail J}
i J...~l.J_ J
SPECIFICATION
l.fEIENCE
250\
2102
2&03
~
J
..
J
i.
.i-
. 8
~'S
r~
...!
s:
at:!
"'~
t')N
e
STANDARD
PLATE
NO.
3000 K
Se.t 1 of 3
-
.../
REINFORCEMENT:
Rtinforc:inV ItHl aha11 conform to the r.quir.m.nts AASHTO M170
If the Iplica ar. not w.lded. circumf.rential r.inforcement shall b.lApptd not 1.. than 20 diIrn.t.rs for d.formed bars and
d.formed cold-worked wir.. and 40 diam.t.rs for plain bars and cold-drawn win. In addition. whtrt lapped ca9'l of
w.lded-wire fabric 1ft UIId without w.ldinV, the lap shall contain a lonvitudinal wire. All circular and longitudinal rein.
forcement shall be aaembled and llCUfely futened cave fashion 10 u to maintain r.inforcem.nt in .uct shape and correct
position within the form.
-'
Reinforcement will be consid.red u meetinv the desiCJll requirem.nts if the ...... comput.d on the basis of nominal...ea of
the wire or ban UIId. .quaIs or .xceeciJ the abov. r.quir.m.nt. Actual...u of the reinforcinV uatd may vary from the
nominal ..ea accordinv to permissible variations of the ItandArd lpecifications for the reinforcinv.
Th. cover over tho c:ircumf.r.ntialltHIIMll be AS sh. 11..1. on this plAt. but in no ca. shall the cover be 1.. than 1/2 in. U
measured to the insid. wall surface or the outside walllUrfact, .xcept in the tongue and CJfoov.. RtinforcinVItHI may be
omitted from .ither the tonCJU' or 9fOOY' of 12" thN 33" D plain ro..and pipe only .
Th. spacinV c.nter to c.nt.r of adjac.nt rin9I of circumfer.ntial r.inforcement in a cav. ahall not .xceed 4 in. (l00 mm) for
pipe up to and includinv pipe MYinv a 4 in. (l00 mm) wall thickn.. nor .xceed the wall thickn.. for Ilf9lr pipe, and shall in
no CUI .xceed 6 in. (lS2 mm). Th. continuity of the circumf.r.ntial rtinforcin9 ItHI shall not -be dlltroyed duriDcJ the
manufacture of the pipe_
GENERAL NOTES:
Th. Itr.nvth tilt requirements in pound, I*' linul foot of pipe under the th.... edCJI bearin9 m.thod shall be computed by
multiplyinv the internal clWDtter of the pipe in fHt by the D.loadI to produce the 0.01 inch crack and the ultimat.lo.d u
specified aboY..
Not more than two lift holts will be permitted in .ach IICtion of pipe. Tapered plu91 shall be furnished for clOlin9 Uft hol...
T and Y .ctions shall conform to the pertinent requir.ments of Std. Plat. 4008 for pipe riIer sections with auvI' lin. of
reinforcinv, and to Std. Plat. 4009 for pipe riler ItCtions with two lin.. of rtinforcinV.
LAYING LENGnf:
Th. nominal layinIJ l.nvth of all pip. shall not be I.. than 6 ,,,t, .xcept that not mort than two 4 ft. length. of pipe will be
permiutd in a Un. of pipe to make the required totall.ft9lh. For all diam.t.... of pipe on. section of any odd length 9f.ater
than 4 fHt will be permitted in .ach lint or fMCh of pipe to make the required totalltft9lh. Pipe IICtion. shorter than the
nominallAyint ltntth shan be installed n.... the middle of the lint or u dirtcttd by the EJl9in_.
BASIS FOR DESIGN: AASHTO M170
-
?)ROYED ~.18.J!!4_.
d,v~a.~~
Alai nt Division Director
Technical Strvictl
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
SPECIFICATION
IEFEIENCE
2501
2502
2S03
STANDAID
'LATe
NO.
3000 K I
Sheet 2 of 3
REINFORCED CONCRETE PIPE
REINFORCEMENT INFORMATION AND GENERAL NOTES
Class II CIMS III CI," 11I.1 CIIII IV Class IV.I CI.V
acn ""..: D.Lold to produce 0.01 inch crack
4t"" 0"" ~ 1000 1350 1700 , 2000 2500 3000
-% '2
~~ ~::; .J'" O.Lold to produce Ultimlt. LOId
<I( -. 'C: .Jz
<~ I
z'" x'" i:~ 1500 2000 2500 3000 3375 3750
cz:A. OA.
"'~ a::"" :r: Cone. 4000 psi I Cone. 4000 psi Cone. 4000 psi Conc. 4000 psi I Cone. 4000 psi
...~ S~ ... Cone. 8000 psi
!o Minimum reinforcement lqUe" inches per lint.r foot of pipe barre'
Inner Outer Inner Outer Inner Outer Inner I Outer I Inner Outer lnner I Outer I
0 T Clge C. C. ,C. C. ,C. Cage _ C. I Clge Cage C. Clge
12 140 2.3/4 0.08.
15 180 3 0.08.
18 230 3.1/4 0.10.
21 280 3.1/2 0.07 0.07 0.10. .
24 340 3.3/4 0.07 0.07 0.09 0.07 0.12' 0.09 ~
27 .,0 4 0.08 0.07 0.11 0.09 0.14 0.11
30 ~ 4.1/4 0.07 0.07 0.09 0.07 0.14 0.11 0.18 0.14
33 510 4.1/2 0.08 0.07 0.11 0.08 0.17 0.13 0.23 0.17
36 830 4.3/4 0.07 0.07 0.08 0.07 0.11 0.08 0.14 0.10 0.21 0.16 0.27 0.20
42 810 5.1/4 0.10 0.08 0.12 0.08 0.16 0.12 0.20 0.15 0.28 0.21 0.36 0.27
48 1010 6.3/4 0.14 0.11 0.16 0.12 0.21 0.16 0.26 0.20 0.37 0.28 0.47 0.35
54 1230 6.1/4 0.17 0.13 0.21 0.16 0.28 0.21 0.34 0.26 0.46 0.35 0.68 0.43
Cone. 5000 psi
60 1470 6.3/4 0.22 0.17 0.25 0.19 0.33 0.25 0.41 0.31 0.56 0.42 0.70 0.53
86 1740 7.1/4 0.25 0.19 0.31 0.23 0.41 0.31 0.51 0.39 0.68 0.51 0.84 0.63
Cone. 5000 psi
72 2010 7.3/4 0.30 0.23 0.36 0.27 0.60 0.38 0.61 0.46 0.80 0.60 0." 0.74
Cone. sOoo psi
71 2330 8.1/4 0.35 0.26 0.42 0.32 0.59 0.45 0.71 0.53
84 2840 8.3/4 0.41 0.31 0.50 0.38 0.70 0.63 0.85 0.63
Cone. 5000 psi
90 3000 9.1/4 0.48 0.36 O.bY 0.45 0.82 0.62
16 3370 9.3/4 0.55 0.41 0.70 0.53 0.96 0.72
Conc. 5000 psi
102 3710 10.1/4 0.62 0.47 0.83 0.62
108 .,70 10.3/4 0.70 0.53 0.99 0.74
.Siu,l. Lind R.inforcem.nt
See Std. Pllte 3000 (1 of 2) for edditional requiremenu
.. nOVED ~..J8.:..! 9~ _ .
.~~~~~'-
ASsiS;Z:"o:iSion Director
- T tchnicll Services
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORT ATION
$PECIFICATIOM STAMOARD
REFERENC! PLATE
MO.
2501 3000 K
2503
REINFORCED CONCRETE PIPE · WALL C
Sheet 3 of 3
I
1ft
..
en 0
:R II
... .
~
~ i!t
... lit ~
o ~1It
- 00
z ....
-4 ... K
CJ II
· 38
. ~...
. ....
ft ~
:. ;
-
"
III
1 : --1
A......DIa. Ga-I.-t uoI
D_ GasIcet M.'I. "'.'.
D · .at,5INIcW. In Cu. ...
12- . 21/J2- 13.5
15. 21132 16.5
18 21/32 19.5
21 21132 22.5
24 21132 25.5
27 21/32 . 29.0
SO 21132 32.0
" 21132 35.0
'6 21/32 38.0
42 3/4 59.0
48 '/4 67.0
54 3/4 74.0
60 3/4 81.0
66 3/4 88.0
72 Uli6 106.0
78 13116 116.0
84 :13116 123.0
90 .13/16 131.0
96 13/16 140.0
102 13116 149.0
108 .13/16 . 157.0
1"
1agIh
.......
..
'-518-
'.5/8
'-518
3-7/8
3-7/8
4
4
4-118
4-118
4-5/8
4.S/4
5
5
5
5-1/4
5-114
5-114
5-1/4
5-1/4
5-1/4
5-1/4
1
Dl
15.22'-
18.72S
22.098
25.600
28.975
32.476
'5.976
'9.476
42.976
500.10
51.023
63.007
69.007
75.007
79.250
86.250
91.500
97 .750
104 .250
110.750
117.250
D2
15."1. -
18.8'1
22.206
25.724
29.099
'2.608
36.108
'9.616
43.116
50 .183
57.19'
63.192
69.192
75.192
79.400
86.400
91.650
97.900
104 .400
110.900
117.400
(1111I. '
L2
,-
4-'/4
5,
5-1/4
5-1/2
5-1/2
'-112
'-3/4
6
6-3/4
7-1/4
7-112
7-1/2
7-1/2
.
8*
B -Wall C-WIII
Ll L1
2-
2-'/16
2-'/8
2-9/16
2-'/4 2"
2-'/4 2
2-'/4 2
2-7/8 2-1/8
'-118 2.S/8
3-'/4 3
4-1/8 '-'18
'-5/8 2-7/8
'-118 2-S/8
2-'/4 2
'/4* 0
'/4* 0
o 0
o 0
o 0
o 0'
o 0
L2
Xl
I-
I
1
1
1
1
1
1
1
1-3116
1-'/16
1-3/16
1-3/16
1-3116
1-3/16
1-3/16
1-3116
1-'116
1-'/16
1-'116
1-3116
X2
7/8-
7/8
718
7/8
7/8
7/8
7/8
7/8
7/8
1
1
1
1
1
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
1-1/4
r L2
T.... -1050' r J ...
both sides r-
, I
I
WALL
J WALL WALLJ
.~
NNN S~
\II VI '" .~..
000 _
WN'" ~~
-I
w
.... 0 :1=
~ ~ ~!;&
:.; -&
f Xl ~2
Dl VI D2
.72- '_'1 AID LAHE.
See Standa. Plates 3000 and 3004 for pipe design.
..
..
Xl 12 '
D-1 VI D2
... PIPE AID SMALLEI **
VI
0.062-
0.062
0.062
0.062
0.062
0.062
0.062
0.062
0.062
0.067
0.067
0.067
0.067
0.067
0.093
0.093
0.093
0.093
0.093
0.09'
0.09'
Y2
0.090-
0.090
0.090
0.090
0.090
0.090
0.090
0.090
0.090
0.129
0.129
0.129
0.129
0.129
0.190
0.190
0.190
0.190
0.190
0.190
0.190
V,
0.313.
0.313
0.313
0.313
0.313
0.313
0.313
0.313
0.313
0.376
0.376
0.376
0.376
0.376
0.376
0.376
0.376
0.376
0.376
0.376
0.376
I
The Engineer My approw . chMge
In the sble of the natc:h and gasleet.
A _1Iten ....st far approval of such
cMnge .ill be 1!IfIU1Nd.
.. SEE SlEET 2 FGt CPTICIIAL
BELL IE IIF CIlCEIEIT , CLEARAllCES
AND IVieS
TOLEIAICES . DIIElS tCIIS:
Joint........., aN ..tal and subject to ..SOIIIble .....ctwMg tor......
The .......... .... .,. be such that ..... the ,. Is 10Ned .... the ....
III place. ....... fils ...1nId. F". acceptance of the pipe .11 be.t the .lib
,Ie .... eftectlve .....Ing la, .... ........ .
D.......' ...... aN ties... .......IIns, ~ ..... _sure to the ..... 1/8 of III 1Ich.
Gasket ___ ~ _ ,. pipe 72.... ....., .:!: 1_,..... 72-.
-.. I - (t.7S Jl .J) ....
..
...
:._. ,I :
;:....:
:,.
....,
I _ (1.75 Jl .a)
,. ..
-J
...)
......"
--
'MACHINE MADE BELL CAGE
WOVU WilE MESH OR
CYLINDRICAL MACHINE CAGE
G) Relnforclnl In b.ll sblll b. loclt.d b.tween
3/4- to t-t/4- fro. Inn.r flc. ot bell.
<!) Tb. bell CII' sblll b. It 1.lst IS wid. II
dl..nslon I.
(!)
For double CIY' pip. r.lnforce..nt sblll be
It 1.lst .qul In Ir.1 to tblt of tb. outsld.
CII' or Iln. for b.lls or tb. Inside CII' or
Iln. for spllotS. For slnll. CII' pipe,
relntorce..nt sblll b. It 1.lst .qull In
Ir'l to tblt of lb. CII' for .Itb.r tb. bell
or spllot. lell CII'S sblll not bl.e f.w.r
lonllludlnlls tbln tb. .lln CII'.
QO Se. Sb..t t for III dl.enslons otb.r tbln
bell r.lnforc....t.
OPTIONAL BELL STEEL REINFORCEMENT
(,,- PI" AND SMALLER PIN).
.J [ Single Line
Tongued End 1 T .. ...Info~t .....
- . ' ~. ., .'.' .:':..:..:.a...r.:..:.a.s. : -=+1:'-'
ttt! . . . . 00. '. . . . . . ...
~__., ;"r ..' . .... . ~'.
,
.
I Tlper t- so'
I
.
,-
I-
I I
:L -
~ #11/114~' ...:..... . ..'. " ~ ..... ',..' '. ...::..
-L J I"~'\ ['''':'~:'.:.'''. :',... :'.~I
r t.. 4' O. .t
-
12
--
-
BASIS FOI DESI..:
AASHTO IU10
{: Tongued bd
__J
__J
I
I
I
,
I
.
.
.
t --,
L-- '1
Inte.....l DI__ t2- tS- 11. 2t- 24- 27- JO- 33- .-
11I11 4-1'1- 4-t'Z. 5- 5-3'1. 5-3'4- ,- '-t'4- '-5"- 7-t'l-
Steel Insa. .01 .01 .to . to .12 .14 .11 .13 .17
(Sq.ln.lI.ln.ft.)
'StIIl OUtside .ot .tt .t4 .t7 .20
(Sea.ln.AI..ft.)
- OPTIONAL TRANSITION PIPE
(CONNECT TONGUIIND TO TONGUE END)
~D~'1~1~. ITATE OF MINNIIOTA lNCI'ICAT.. .TMIDAID
- ~.<<. ~~- DEPARTMENT OF T~ATION ..'HIIICI "-'T.
250t _.
GASKET JOINT FOR R.C. PIPE 2502 300e F
DIv.... 01.- (Options) 2503
T..... s.m- 2 of 2
..
D
..
/ FuIkouDd ptpe 01
/' equal pertphttJ.
,---,'--"" ./
~"." I ....." ~ r Pipe-Arch
~ ,/
I ",
/~l~
--; - ,k.
~ \ ,/ \
\ I
" V'
, ,
" ~,
....... "
....... ..-' I
I
... TIIIcIrDI. - 0.
~.
'I'IdeIaM. - EqumJ.t
GIge ~. Aha.
StlMI AIIoJ
18 .0516 .048
16 .06S5 .060
14 .0785 .075
12 .1084 .105
10 .1382 .135
8 .1681 .164
!
,
~
Span
..
5' OVED Jan. 296 1979
(;/- ---
~)J.~
CoMtruction .....
. E.......ri.. Dntlopment
ROUND rat ~ 't UI".-ARCi
Plpt End End
DIa. Ana G.ge Span Rill Ana GIgI
(In.) Sq.Ft. (Min.) (In.) (In.) Sq. Fto (MiD.)
6 0.2 18
8 0.4 16
10 0.6 16
12 0.8 16
15 1.2 16 17 13 1.1 16
18 1.8 16 21 15 1.5 16
21 2.4 16 24 18 2.2 16
24 3.1 16 28 20 2.8 16
!O 4.9 14 35 24 4.4 14
!6 7.1 14 42 29 6.4 14
42 9.6 12 49 !3 8.7 12
48 12.6 12 57 !8 11.4 12
54 15.9 12 64 43 14.3 12
60 19.6 10 71 47 17.6 10
66 23.8 10 77 52 21.3 8
72 28.3 10 83 57 25.3 8
78 33.2 8
84 38.5 8
90 44.5 8
96 SO.3 8
Round pipe IhaIl haw th. wrticaIaiI .Jongat8d 5S man than
the normal ciiamew whe caDId for in the plana.
The .... iDIidt diameter of ,...\...alar pipe IDd pipe to be
reformed into pipe 1I'Ch. IhaIl DOt wry more than OM per-
cent 01' oae-half Inch. wlUchnw .. greater. from th. nominll
dIuDetIr wheD meuuncl Oil the inIkl. cnIt of the corrugadoaL
For pipe-vch a tolerance of plUl or minUl Oft. inch or 2 per-
cent of equival.nt ,.,h...aIar diameter. whichever II vnater, will
be permillib1e in IpaIlIDCl rill. All dimeDliona an meuuncl
from the iMid. cnsta 01 the .. .... .do...
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
CORRUGATED METAL PIPE CULVERT
SPICIFICA T_
RIFIRINCI
2501
2502
250!
STANDAID
PLATI
NO.
3040F
STANDARD 2.213" x 1/2" CORRUGATION
T1
t
TOP VIEW
I
E
Norl;~1
Should.
Slope
--.....----.
C;I;;t".:7" - T
t
I
--~_..~-...-
l PlMned cullleft Ienglh..-.. _ C.,. B J
lG
SLOPE DETAIL
5 lope = X to Y
JIote: Relnfo~t and Design of End Section 11(-
shill canfON to Sundlrd Reinforced Concrete
Pipe Cllss II.
Rounded edge penlltted on sloped end ..-.
Handling holes shill be proYlded IS necesSAry
for hlndllng of aprons.
~---~
\ I G
... \. I .....
; '.lo, '.J
,-." ",/
.
.
.
J IlIr or StHI fabric 1
.. _ ~""'f__"\ ""I ~
T j . D LG
c ~
LONGITUDINAL SECTION END VIEW
See Std. Pllte 3000 for additional requl~ts.
Weight A pprox.
D...... S::O" 510.. TAB C D E G R (!)
Ubs.L .AD v
12,: ~30 2.4 to 1 ill 411 ~411 48-7/811 72-7/8" 24" 2" 1-laD" .07
....u t!JLJ.4 ~.2.:l/4" 6" a7" 4t" Z".. ~O" ~-lJ4" l=lQII .07
-11" 9~Q 2.3to 1..2.:lQ" 9" 21" 46" 't,," 16" 2:lQ" l:1Q" .D7
...n" IUO 2.4 to ~ 2.:)/4" ?" U" n-1Q" Z1.:lL2" 4~" ~J4n l-lQ" .0')
a4" 1520 2.S to 1 3 II 9-1(2" 43-112" '0" 73-1/2" 40" 3" 1-112" .07
~7" 19'0 2.5 t.n 1 ~-1/4" 10-1~" 49-1/2" 24" 73-1/2" 54" 3-1/4" 1-1/2" .13
30" 21'90 2.S to]. 3-112" 12" 54" 1?-~/4" 7~-~/4" tg" 3-W" 1-11i" .14
3'" 4!QO i.W 4" 1'" ~~.. ~-3/4" 97-3/4" 72" 4" 1-112" lZ
4i" 5~DO 2.5 to 1 .4-1Q" 21" ~.. ,35" 98" 10" 4-1/C.. I-IQ" .15
41)" 6550 2.i,.w.J 5" 24" la" U" ?8" 1'4" '-" l:1Q" Ii
~" {'240 2vO to 1 5-1Q" ~l" 6'-" U:lJ4" U:114" 90" ~"I-lQ" .22
to" 8730 1..9 t.o 1 6" 35" faO" 39" 99" 9611~" I-I~" .25
..it II IQ710 1.7 to 1 i-In" ~OH 7i" ~1" "" 102" 5-112" I-Iii" 31
....1J.. Iz.~~g 1 8 t.o 1,.ul" J,b" ~8" U" ??" lJlJ" I." l-lQ" ..~5
J.J" 14170 l....e.Jol 7-1~" 3t" 90" ~1" Ill" ).14" frlQ" l=lQ" 40
..J4 II 18160 1 6 to 1 8" 3tH ?O-I~" 21" 111-1~ lZO" 6-lQ" l=lQ" 46
....!SI. ..10900 U to.l ~-~12. 41. 87-1/2" 24" 111-112. 132. 6-tQ.~. .~~ ",
(!) Continuous basic relnfo~t In sq. In. per lineal ft. for sloped end ..- (llrger of Inner or outer clge on
SteI. Pllte 3000). For Will thicknesses less thin .-. locate relnfo.u.nt It center of Will. For Will thicknesses
4- and greater. loclte relnfo~t with a .In. of 2- of cover _Isured f~ the outside of the Will.
mTE: Unless specified otherwise In the plans. ... an IPron Is required for I run of glsket Joint pipe (Std. Pllte
3006). the producer .., fumlsh either:
1. An apron with I SteI. Pllte 3006 Joint. or
2. An apron with Std. Plate 3000 Joint Ind the end of the Std. Pllte 3006 pipe connecting to the IPron pro-
Y1ded with a Std. Plate 3000 Joint. This Joint Is to be sealed with a prefo.-.cl ..stlc seller.
Ma, 8. ,_
)l)fIOVED_- -- --.
dq'~Jtu~
- A.:- DM'; Director
Technic.l Services
STATE OF MINNE80TA
DEPARTMENT OF T"AN8IORTATION
CONCIC II: APRON FOR
REINFORCED. CONCRe I C PIPE
SPICIPICATIOM
I.'.IINCI
2501
2503
STMOAID
PUTI
MD.
3100G
::a
-
"
::II 0
:.- ~
" :za
:.- !~
--I Z -4
-, -4 1ft
... 00
fI/tI ,. ,.
n -4K
:za-
" ~I
o ~i
c ~.
-t ~
r- C5
m Z
-I
o
~
.,
....
"0
....
.-
..~
~-4
..-
w
... '"
Wit!
#., .-40
VIi' ...
OJ ==
1 1
x.
TABLE OF QUANTITIES
RIPRAP AT RCPOUTLc.10)
Class II
dSO = 6"
4.5"
Dia. 9" Depth
Round Depth Granw.
Pipe Riprap Filt..
(In.) (Cu.Yd.). (Cu.Yd).
12 1.3
15 1.7
18 2.2
21 2.8
24 3.5
27 4.1
30 5.0
36 6.6
42 8.2
48 10.1
54 11.9
60 13.8
66 16.2
72 18.7
84 24.0
90 27.3
x
0.6
0.9
1.1
1.4
1.7
2.1
2.5
3.3
4.1
5.0
5.9
6.9
8.1
9.3
12.0
13.7
Class III
dSO = 9"
CIasaIV
dSO = 12"
C"V
dSO = IS"
7.5" 9" 12"
IS" Depth 18" Depth 24" Depth
Depth Granu'" Depth Granular Depth Granw.
Riprap Filt.. Riprap Filt.. Riprap Filt..
(Cu.Yd.) (Cu.Yd.) (Cu.Yd.) (Cu.Yd.) (Cu.Yd.) (Cu.Yd.)
2.1
2.9
3.6
4.6
5.8
6.9
8.3
11.0
13.6
16.8
19.8
23.0
27.0
31.1
40.0
45.5
1.1
1.4
1.8
2.3
2.9
3.4
4.1
5.5
6.8
8.4
9.9
11.5
13.5
15.6
20.0
22.8
2.6
3.5
4.4
5.6
6.9
8.3
9.9
13.2
16.4
20.1
23.7
27.6
32.4
37.4
48.0
54.6
1.3
1.7
2.2
2.8
3.5
4.1
5.0
6.6
8.2
10.1
11.9
13.8
16.2
18.7
24.0
27.3
3.4
4.6
5.8
7.4
9.2
11.0
13.2
17.6
21.8
26.8
31.6
36.8
43.2
49.8
64.0
72.8
RIPRAP AT Rcp.A or BOXES OF EQUIVALENT SPAN WIDTH
CIus II
dSO = 6"
CIus III
dSO = 9"
ClaalV
dSO = 12"
1.7
2.3
2.9
3.7
4.6
5.5
6.6
8.8
10.9
13.4
15.8
18.4
21.6
24.9
32.0
36.4
Class V
dSO = IS"
Span
Pipe-
Arch
(In.)
4.5" 7.5" 9" 12"
9" Depth IS" Depth 18" Depth 24" Depth
Depth Granular Depth Granu'" Depth Granular Depth Granular
Riprap Filt.. Riprap Filt.. Riprap FBt.. Riprap Filtlr
(Cu.Yd.) (Cu.Yd). (Cu.Yd.) (Cu.Yd.) (Cu.Yd.) (Cu.Yd.) (Cu.Yd.) (Cu.Yd.)
22 2.2
28 3.5
36 4.9
43 6.6
51 8.2
58 9.9
65 11.9
73 14.0
88 19.4
102 26.1
115 26.4
122 29.6
138 36.8
154 44.6
1.1
1.7
2.4
3.3
4.1
5.0
5.9
7.0
9.7
13.1
13.2
14.8
18.4
22.3
3.6
5.8
8.1
11.0
13.6
16.5
19.8
23.3
32.4
43.5
44.0
49.3
61.3
74.4
1.8
2.9
4.1
5.5
6.8
8.3
9.9
11.6
16.2
21.8
22.0
24.6
30.6
37.2
4.4
6.9
9.8
13.2
16.4
19.8
23.7
27.9
38.9
52.2
52.8
59.1
73.5
89.3
2.2 5.8
3.5 9.2
4.9 13.0
6.6 17.6
8.2 21.8
9.9 26.4
11.9 31.6
14.0 31.2
19.4 51.8
26.1 69.6
26.4 70.4
29.6 78.8
36.8 98.0
44.6 119.0
Note: Requirements for riprap size and thicknea and
filter blanket will be designated in the plans.
2.9
4.6
6.5
8.8
10.9
13.2
15.8
18.6
25.9
34.8
35.2
39.4
49.0
59.5
-
.
l.o'~
Granular ~ ....
,:-.. . . .:..".,.-
FBt.. Bllnket @ Y . ^",:~:,::",,''':,':&::-i::.:;:::':~''''''''
IEC. I-I
Note:
Dimension E il9iven on
Std. PI. 3100 Ie 3110.
2'
A
t~a~
A
t
PLA.
iii/'
""'1
50
U. equiY. D for pipe .-ch
(See Std, PI. 3110 for equiv. D)
~. rl.o{i}- Ripr...
...
.
. ..
Gran_ FBt.. Blanket 2) J:'~:':::;;,~;_~;,
IIC. A-A
<D For pipes CJf8It.. than or equal to 48", ... 2.0'
.~ The contractor, at his option, may lUbe
Ititute a geotatile f.bric, Spec. 3601 for the
CJl'anw. filt.. blmket unlea oth...
lPtCif'aecl in the plans. The fabric IhouIcI
co.... the ... of the riptap and extend
und.. the culvert apron 3 feet.
"
tlf-- ~ cJoo
Q.. Hole q, Hole
~ 16" -+ 16" L I Pipe Be Arch
<t Hol. <t Joint <t Hol. Pipe
..' 16" .. ~~~'_ j I Box Culverts
, I
, To.. Ltn9th
..: .' ,,0::-' 'E&':'~ " ,': {;,' "I ~ "". "':
.:., II Jj:. ..:.... ... :'" ;., fla.:. .,
. .. n.." ( .. ,'., f.IL~ .~
i':' . .:...... ..',:.'.,.. .\llI:........f.. .~. ...'
I \L Tapertd Hol..
permitted when precut
PLACEMENT OF HOLES
Holts Ihall be cut or drilled 16" from centerlin.
of joints for box culvert., u shown abov., unl..
forma 11'I .t up for 16 II lPacinq from outside
of joint.
-l1pe Pipe
:: Thread Siu Thrud Si.e nu.d
(Inch..; Oil. (Inch..) Oil. (Inch..) Dia.
12.27 518" 30-66. 314" 72.132 1"
Pipe Iiz. listed is inside dia. of round pip. or
equival.nt dia. of pipe arch.
GENERAL NOTES:
For concrete culveru pipe tift Ihall be requind for
all joinll unle. oth... lptCifitd in the plana or
in the IptCW proviliona.
For concrete "WI tie end th.... IICtions (in.
cluclin9 apron) of a f.... end (no manhole).
Null and wuhen 11" not required on insid. of
27 II dil. pipe or I...
On bell pipe lArger than 24", tit may be m.-ted
from insid..
Tit rod. Ihall be painted aft.. fabrication with one
co.t of Spec. 3506 pI'ira' or co...s with a
co.tin9 approved by the Office of Mattriala
Enplttring. Threaded portion of rods do not hav.
to be painted. Stttl aha11 conform to Spec. 3306
01' equal.
Titl to be ulld only to hold pipe IICtions toveth..,
not for puDinvllCtions titht.
<D Tit rod thread. to project outside of pipe on cattle
,... or pipe where children or oth... might
enter the pipe.
~ COMection Ihall be placed at downstream .nd
wh.n cOnnlCtion is placed insid. of ltr'UCtun.
~OVED _ ~:.!~l~,_
~~~d~~_
t Division Director
Technical Services
Ntld coupl.. to bolt ~
.~
TOP VIIW
.
4
32" (Adj. t 1.112" min.)
ADJUSTABLE TIE
Welded .y. or approved .qual <D
.,
~~.!I;;:~
~~,::: '~,:'
..~f :~'. '.:
''-&". ,~.~ ..
. .:;r'._.~.
UUUU l'
\.' ""'" . . " '.,.-, · : '...o4t ;.1'1<: "~i'~ \.; - .,., ".""r. . ..~(.;' ::"'~'~,."I"
t:'... "~";':-:.'. ""~':". ' :~. .::..; \,'..',... ,...:.,~, ..'1 P...:
:"~.',' . ~. . ..... :,,,;. :;;1(.:.,... . '. :, .:! :.... 'tl
',> > '", ", ::' ':;;>} ;' ~r~ ~::": ,: ,'" >,~: ..-; ::': : ',' / ~',)~
\.\.,...,:;.....i:.~t".l ,~~ .t...:-i, '';'''r.~!';'''\.~'~:~l''' \:-i.2.~ !::.I'I.~ ~.,.': ...\~
t. 2" Max. 2" Max.-t
c
32" (Adj. 1: 1.1/2" min.)
,EYE BOLT TIE
~
~y~;- Extra Strong Pipe
I L (See Tabl.)
~. I
J:s.3/4~ .. 3.112.....( <
~-. ~
DET AIL A
L See DetAil A .~
.,., ~
if.....4.:, ~. ..' .... J ,...: . . ....Iii ...: ,," " ,';~' ....,01:.. :'. .;.... i..'.'..... 'r" ....... ." ......) ,:, -,jI. .,~:
A::: :,~ b ~f: ;'::'~ ::,~:.: ~ ':,.'::':,:~j:f,; ;1~{~~X27~]J~ - ~I;:,:::?~;"
':~i'l~:~:""f;:;:;'~"~":; ,,~~ '"." ,:.., "'''''';.::;: rt:: ",
32" (Adj. 1: 1.1/2" min.)
. ... .- ..-... . ...
WELDED PIPE TIE
Thread
Oil.
E.S.
Pipe
I.D.
If3
:1 ~ ·
iii ~
5/8 "
314"
1"
314"
I"
u
OPTIONAL
CANOPY TIE
1.1/4"
.,
..
32" ;t . requhd to product acceptable joint
.
U BOLT TIE
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
"IC"ICA TIOM
I.'.I.MCI
2501
2503
3145 E
STANOAID
'LATI
MO.
CONCRETE PIPE TIES
..;
TOP VIEW
REINFORCING:
Single line stee I wire fabric having an area
of not Ie ss than 0 .12 sq. in. per foot of he ight ~
....
'"
1
e.1
i c: f
_ 0
?i
~cn
I ..
..!i
~(,)
, J
5,,1
r-,
l ~-----._---_.,-~
\ ~'"
I
I
<D
5"
4
41 A" Max.
..
4
5'2"
..
SECTION A-A
DESIGN G
21 3" Normal Opening. When grate frame casting '802A, 0 8" poured concrete base. For alternate precast
fB04 or fBOS is used the opening shall be 2' 0" concrete base see Std. Plate 4011.
CD
@
o
A sUa Ight tapered wall is acceptable.
Refer to plans for castings required. Precast concrete
adjusting may be used where necessary.
See Std. Plate 4010.
4 -3/4"
8
t
3' 0" Max.
REINFORC ING:
Single line steel wire fabric having an area
of not less than 0.11 sq. in. per foot of height.
DESIGN H
APPROVED f.elt:. 1,.1 2...81 _
tjziL..9'J~~ _
AIIi;l; D':ilion Director
Tec:hniCIII Services
(])
Height of structure may be increased one foot by
the use of a one foot high precast section or
concrete block construction belo~ the cone section.
See Std. Plate 4002 for block construction.
I
..-""
I \ .
i t_____ .------~73 As an OPtion, brick, __ '
.\ . '--I block masonry, or ca....
i~,' ~ ~.- place concrete nay be .....
I,:: 4 \!J ~~. For materills and construct.
/: ~~.. methods s~e Std. Plat. 4002.
',:;' ::t Cone Section deta lis of 4002
1:- do not apply.
I.;~' 4-3/4"
I..'.: ! 510 II! 1 "1ft. :
~ ;, I E.
~~,~~~:G,0~U;~,;);'i\~
8" poured concrete baSI
or precast base shown..
Std. PI. 4011llOdllled
to fit above ......
J
..
39-1/2 "
.0
SECTION I-I
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE
STMOAII
'UTI
...
MANHOLE OR CATCH BASIN
DESIlJ4 Ga~ DESIGN H
2506
4001 K
~ 15-1/2" ....
6" 'j-
~~
Handling Hook-, .... Lu
. r yar .
. I ....:;..... ~.........,.\., .... '.j
~:,. ;.; .; ./..: : .~.:
16" 12" f~. E.:::}:.:'/.
;"': ". ': .. ---1-1/2"
L.:,. ,"
Handling Hook
I
16" 2)
.J
..
,
I
5"
~-
.....
<V 27"
l
3"
,
TYPE C
Cone Section
48"
@ 27"
.
3"
,
TYPE C
. A,ternate
48"
~
APPROXIMATE WEIGHTS:
Cone Section with 27" Opening - 1350 Ibs.
Cone Section with 24" Opening - 1400 Ibs.
Alt. Section with 27" Opening - '1900 Ibs.
Alt. Section with 24" Opening - 2000 Ibs.
A "'4
-'
A...
oC
.. t-' -2-1/2"
Cabl. or Bar
:'; _.' ." ..~... . . (~., of C
..1.5 .~:~...::. ......:ki..:... ::
12 . ...,. . . . ..... .
.., .: '. :.: : ~: .: '. .:. .:'.
HANDLING HOOK CD
...
I : Cut off flush after installation
.~~.~:~::',:" .;;.~: ';.~';:~.
~.:~:.:~;'J .. :\1~ (!) Alternate design when
:~.:' ,,!, tongue and grove joint
:::: ,:.: :",: not applicable
. ~ ...
3 .' .,.
lJJ @ 27" Opening shall be 24"
... ~ when grate f~ '802 01
.s04 is ,used.
Q) Other secured methods for
handling Ire ..",,'tied.
SHORT CONES
1/4" Radius (Approx.)
Gr-.~ r 5"
NOTE:
On construction of ne.'dral"l,e
structur.s. the nuaberjof IdJust
Ing rings used per aln~ole or
cltch blsln shill be Ilalted to
proYlde I alxl.u. thickness of
'8 Including aortlr th,ckness
('8 rlnt Is not Illo.ed on,ne.
construction). ,
2" @ ...... __
~
24" or 27"
IS required
,
Q) Reinforcing:
A single hoop of
8 gage stee I wire.
.-
..
II
-5"
,
@ Variable thickness, 2" min.
to 6"...x .
Section A-A
CONC. ADJUSTING RING
S'ICIFICA TIOM
RlflRINCI
STANDARD
'UTI
MO.
APPROVED Noy. 26.1985 STATE OF MINNESOTA
?~ - - -- -- DEPARTMENT OF TRANSPORTATION
. _ ~ ~....;. _ CONC. SHORT CONE & ADJUSTING RING
Alliltant Division Director (SECnONAL CONCRETE>
Technal Services
2506
4010G
W,lded wire fabric minimum
sectional ~a stee I 0 .12 sq. In.
per foot each direction Of No. 3
relnfarcemenl bars spaced at
6" centers each way
Provide two 5/S" lift... eyel
(....ferably 3) ar other see...
metal de~ice for handlin, Is
pennlssable.
64" D. Max.
40" D. Min.
A
l
45 112" D.
.
j
83/4" Min.
TOP VIEW
TOP VIEW
\" Pre-cast structure balfel
-~- \._- -'\ ~ --A-L
1 I I rT
I 1 11"-' - ~
: 1 iJIT -}- - ..I
I 1 I' I
I 1 I
1 ~__ :' 1
.. . ~.~.--....
I 1;.:'4 ':.:'::' '~'~':",~,:~,: ,:::;:;.;!-_I__
~ t" , .......' ""~ "" .'"--' .s-~
5"1--4-1' ' _~.-::I _7-lr
2 II "Precast concrete base
~ Pte-cast structure bane I
-tY~ 1_ -",,'- - - ~~ r Outlet pipe
I . 1 '.1_
I IP-L.: -...
, ~ "'., ..#'
Slope Invert Inside I ! ~ :r 1
struclwe to be cast I 1 , 1
In field 2",! fE.J::-'?"~-:';"":'~..JJ-L-'3
Y..t · .~.1.,~.:-:.,~.r.t'~~~'" ~"~:"'~'.'."'~1;--
. '.' ~',.,'" . ,....", '. ' . ...~..',.. ,', ...,..,....
Precast '2 II
concrete bast
Sloped or vertical sides are optional
~tlet pipe
J
J
I
J
1
J
SECTION A-A
Pennltted where the distance
from the bottom of castlnt
to the top of base II lell
than 4 feet.
SECTION B-1
1
1
. ~D}!ul:I12}.I.!VJl
JV-S)1-~
0iI'MI0f
MIlt...... ........ end StIndInIl
STATE OF MINNESOTA
DEPARTMENT OF TRAN8IORT AT ION
SPECIFICATION ST.ANDAID
I.P.I.MeI PLAT I
110.
PR EClST CONCRETE BASE
2506 4011D
.
:J
J
-)
J
J
J
J
J
J
J
.,
-
J
j
j
J
J
)
t
t
'( '-, '
,~..t .
--:- ..
,-......
(:\:
....;.~~
~ ,1
,.....,
....
,
...~,
. :',
"',
,."
::a... t;:;~
:~ ~!
r"'~
~.. \... .
- C~'
.. -
-'
l
~,
t' ,
_., ,.. I
'. .
-rr:
., -.-'
,
.,.,
~
..:I
: J
o
'& . ."'\
\r.;JJ
-
.~,f.~ .
~
~ ....
J ,
. ''"i
,...- \
, J
I
....
_t
'.
I ,
/,
-bi--
~
~
Liltinv Loop.
3fi1200 (must
not interfere \
with b.-rtl section A
l--~
---
~\
\'
1- -I ,\
TOP VIEW'
....
R.inforcin9
each way
.. table for
lPicin9 required
1.112" CIr.
_ Structur. Size _,
. . ~ Structure lim!
Slop. invert Insid. ts= .
:'::r' 10 be cut T ..J-..,- - ~... T .L::; Outlot Pipe
II F:I:=-=t
I J(;~ -=:-.. :-;-*~~-L ~ ~
I · ... . . .. . . .. \ .,,.. . .............. -- - ~
t ..... ..1........ :..,..~.\... '.. ..
..- ; : . /. " . ... .. '" .' ,.,", . ... .~ ~
· ... .. .. . ~ -.. .. . -'\. Sloptcl or YIrllcII
lid.. producers optioa
Outsid. Diam.t.r
Precast Concr.t. 8ue
...
. '0_ t ,.
""'i<' ~ROVEO~!.:t!~~:~
~ d{/..$Jl-~-
0Inct0,
M.eeriaJ'. .....,. end St-..de"',
SECTION A-A
STRUCT. OUTSIDE MINIMUM APPROX.
T WEIGHT
SIZE DlA REINFORCEMENT LBS.
54" 12" a" No.4 I) 1.2" 2~30
60" 78" 8" No.4. 12" 3.320
66" as" a" No.4" 12" 3.'40
72" 92" 8" No.4. 12" 4.620
78'. 100" a" No.4. 12" 5.460
14" 106" 8" No.418" 6.130
90" 114" 8" No.4. 8" 7.090
96" 120" 8" No.4. 8" 7,850
102'~ 127~' a" NO.4.a" 8.800
101" 132" .,,, No.4.S" 10.690 <D
120'. 146" 12" No.4.a" 17,440
132" 160 " 12" No.4'S" 20.940
144" 174" 12" No.4' 6" . 24.770
I
CD Alttrnll. T · 10" with No.4 (j ,..
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
LARGe: PRECAST CONCRETE BASE
SPECifiCATION STANDARD
IIPEIENCI PLATI
MO.
2506 4012A
~1
~
rl~
Ii ~ ~
I I~
I I~
I
I
~I
"'0
= 1ft
c
10
"':II
'"
jn
...~
JJn
~:z
~.
S:.-
-.
-
z
o
!
:.
i!t
rn~
z~
~rn
00
....
~c
:.-
~I
~&
~~
~
~
.,
..~
,.-
..,.
.-
RS
-I
.... WI
o ti
N ~"I
o _,
.
N
UI
o
~
_ , J
One e.. ..
In~
,
a_.1 Laef. to plans fw castings re..,hd
Surface
\ '- ~M...r or .djusthg rings (Sid. Plate 4010) as ....... lID ....
_\ -"'1'7.- --- - J- - - COY. below b ItulllInouI or concrete ... . ....elng.
~ ~---: "'
to- W.' ~ t I ... ."::', .. ~ .. See table for cower ...........
-=1 .,1 A2) I
- .~...,.. ,-
:a ~. ,~ "-Classll .-..c.1t Pipe. See s......... )000
2 t'" : I -, 48"to 102" -.' (No tontue or groove.t top.... ..... of
I 0 r-_ ' l.' thll Metlon)
Aj~ ;' 0
-/L--.. ,J I ..:? I - ,0
- I . ~
. . 1 I
) & 1 , :
I : - , I
.' ;-.r~.--;:-: ~ .. ~ !
l' ~. ,. . . ., ... . '. . '-.J
-I ., '-
'- 8" poured or precast COIICNte .... .s shown
l on Sid. Plate 4011111Od.1III to fa requhd dll.
I
~. L/
~ hlndl.... holes
. 120. spIC....
PLAN OF COVEl
t-
- ./
/'
,. 1-- -+ ~ l 1
\ ~ \~'r--
.-.2~" or 21. HoIe-- t
\ !}
~/.
1--
A
L
..:..f
~
- -L .'..........
I
..
-Ko4II
.t . .
.. . 4 ·
- .
..
..
MIn..... plug""\ r1" Min.
d.... 2" ,
. . '... -. t
- . -.". - . 0.... '...
· .' .' '.' '. . 1 1
. . ... ~,
:. ~,_ L 1- Min.
CON' Oil....
.:;..- 4
'.1 ' .
."it . . .
Pipe 0......,
SECTION A-A
VIEW OF INSTALLATION
Q) Refer to plans for pipe diameter required
<Z> Refer to plans for step requlretlllfttS
Q) Mlnl..m steel relnfarceneent In _ch direction
Q) Equivalent steel .NlS In wire ....h .y be used
~ If no traffic loUs are apected (such.s In.
boulevard) No. 4 bars .y be used .
COVER REQUIREMENTS
PI PE ' COVER WEIGHT Of 80nOM
DIAMETER DIAMETER SEenON T It L BARS <J>G>
48" 58" 1140 Ibs. 611 6" 8" No.5. 6-(5
54" 65" 20001bs. 8" 6" 8" No.5. 6"
60" 72" 25251bs. 8" 111 911 No.5. 4-
66" 79. 31051bs. 8" 7" 9" No.5.."
72" 86" 31401bs. 8" 8" 10" No.5.."
78. 9311 44031bs. 811 8" 10" No.5..-
84. 100" 57101bs. 8" 9" II" No. 5..-
90" 106" 5840Ibs. 8" 9" II" NO.5.4-
96" 113" 6680lbs, 8" 9" II" No.5.4"
102" 119" 14501bs.1 8" 9" 1111 No. 5..-
\
TOP
BARScH
No.3. 6-
No. 3.611
No.3. 6-
No. 3.4"
No.3. .-
No. 3.4"
No. 3.4"
No. 3.4"
~E
@ Minimum YWticalIicl. dimtnldon to prnent
foot from IUpplnv off .,p 111/2"
Alternate COftfIvuntJolII may be .pproYed to
prtVIftt foot from llippinv IIdlWays off IlIp.
(!) AI..... lDahonge OOftftguradoM
mq be ...._......
(!) Step "N"
@) Sttp "W"
@ Step apacin9 16" c. to c. unle. otherwi8e
noted. Top It.p IhaIl be St.p "N" .x.
ttnclin9 out 3" ma. for UII u. vrab bar.
~
.~~~
.iO~
fI.
.t.~
-i 4"
~,...
'..~'~
:~:: 'W' ~..._
a.
."~ ~ .!:.-,
. t I I ...... .-
: l~""'" :; 1
I', ". ":.'. .' . '. I t
. .. :~.. .... :....... . .
t:- ~~.:.-:. . :... .~:: ~:. .: '.~::': :.: ~~ ~ ....4; (
1=1
TYPICAL STEP .". **
TYPICAL STEP
AUNEMENT@
** Buic dllip only. finIl configuration may
YfIY from th.. drawinp.
TYPICAL STEP 'Y **
Dtmtuian
DIIltn A
(Platt 4(00)*
DIIIgD , (Platt 4005)*
DIIIgn J (PIatl 4009)*
SId. PI. 4019*' 4020*
Step "w" , 8t!D "N" St8D "W"
lI:1Q" 7.7/8" 9"
12" 8-SI8" 10"
1" ~ 1" 1"
1" l.lr~" 7/8"
1-314" I" I"
5-1/2" 5"
I" 4"
1. Minor ywtioal in the .bove d..... which will not d.cre.
ItrIn9th will be permitttcl.
2. The OffICI of Natala Envinttrin9 will maintain .liltin9 of
approYtcl manhole IlIpI. Cumntly approved It.pI art
. aluminum. CIIt iron and ItH1 relnforctcl plucic. Stltc:tion
of .pprowed It., cItIip II the option of the contractor or
aappUer.
3. Aluminum Ill.. IhaIl conform to ASTM 826-64A. Alloy AA
514.0. Embtcldtcl lit IICtionI Ihall be cpy.n a neoprene
prottctiYt COItinv or tquiYaltnt for cOlTOlion prot.ction.
Coatin9l1hall be approM by Matwiala Envinttrin9.
4. Except II oth... nottcl on this plat., ItIpllhaU conform
to the requinmtntl of ASTM C471.
a
I
t;
D
I
p
G
SlIp "N"
1S-711"
1-5/8" .
1"
1-314"
1.1/4"
AD dirnIaIianI.. minimUIIII
* Wbta requInd Ia piau
)l)ROYED ~, ~'.! 9~ _.
~!!cL::'-
Divlllon Dlrectar
TedmIcII.......
STATE Of MINNEIOTA
DEPARTMENT Of TRAN8IORT ~TION
"aC."CA TIOM ST ANDAID
I.'IIINCI PLATI
MO.
2506 4180H
MANHOLE OR CATCH BASIN S IcP
4" W1lkJ
I ell'll IIId Culler J
\, 6~::~t. ( .~~:!.::.. (!)
I Dr 1..-.0 V , .... . . '"
, --, ". ".
.'\..... ........ ,.......\r-7:' ...... ...~. ;.,... l::'.;i.\~:.: ...........;...;...-..t.......'.: .
~AIMy ):~~:;~: ;~:.:.::i; ~2~;':..::~{i~~5 :.........:: y~~ j:%:. .~
:::.~i : ~
CoMractlon Joints . :.
,/
8" Plv't.
"\.. PrlVIII Wllk
1/4" 7 / 1/4. per ft. slope lowInI .....l
...............' ..... .,....~.....'..~.i
t~.:":~:"; ..:: e.: .~. : :41-,': :::. I,': .': ..'.1 .... .. . "
l4-
. . ~.~
Prov Ide k1tMned lite 10 lit at
I~red end In Ildewalk,. wflen
Ildewalk II adJacent to cult>> .
and gulW.
, i >- .:
~ II i
, .- .
~uaco
_c
Variable Width:
..
PLAN
SECTION THRU WALK
CONCRETE WAll
(i)
@
~r~-:l :::-~
Note:
No deduction to be .... In
Curb and Gutter for E.......
5-10,......,
15~_. d....
SECTON .A-A
@ See Std. Plate 7036 and plans for placement
of pedestrilln curb ramp
HALF PLAN PERSPECT I VE
CONTRACTOR REFERENCE
See plans for place_nt of _Ik and
dl_slons for construction of driveways.
CUll 1E118'
ENlINEER REFERENCE
See Road Desi~ Manual,for.......ic .iltn
of enhances.
Where the ..x...... ate..... ..... .....
would be excetdld, due to the posltlln " ...
existing _lit, the _lit shall be........
replaced, . the ........ ...... ID ......
the ....INd entrance s.....
(f!';JNJ ...'=..O",l?1L
~{~t'~r.,~
~or
MIl...... R....rch .nd Standards
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
CONC.I'I WALK .
CURl RITURN.S AT INTRANelS
SPICIFICA TION
RE'IRINCI
2301
2521
2531
STANDAID
PLATI
NO.
70351
~-0
..
..
3'0"
A.I
PLAN VIEW OF RAMP
P.l. p~
'" '" Ap ~
.... ......... prox. , I
~:"-' ,........0.. ". ..~~....,.,.....,.....,.,., . ...... ....,.... '....... ".... ....... ~ .. 0., .l
l;~;:i.{J,:.. y<, ::::f :'.:'::".::: : .;~ . . ~:: :::,,: :;::/i ;'-::):: ).5} ~ ~
'" 6" 6" 6"
~ ...... ...... ..-.,
3'0" PJ. S'O" PJ, 3'0"
.. -,. ..,..
"0"
..
..
MOTI:
"., .... IDCl curb tnnIltloD Oft the ramp wOl be paid for u Jinw fMt of collente c:wb or COIlCftte curb and gutW. The ramp ... will be pIicl
far ..... fNt 01 coecnte walk. Surf.. treatment wiD be CODIidnd incidental.
"'(DSurfaat Tnatment . ThiI trNtmeIlt Iha11 COMA of an awegate lW'face ftniah. 'nl, aggregate IbaIlIMet the NqUiNmlGta of Spec. 3131 CA.1O
modIftecI to l()Ol1 puIb\t the 112".... Immtdiately prior to placing the COInt ...te. the lUlface Iba1I be 00ItICI with.. approwcl.poxy
baadIDg ..-to
1a .. of the .bow tnltmlDt, the contractor at WI OptiOIl after ftOI'mIl concntt ftniIhlnv. IDlY .mbed -"_, meedDg the requlnmlnta
of Sp,o. 3137 CA.70 modiftld to 100% of the matlril1112" to 318" III _, III the ... COftCI'tte. '"" tmbecldld IIlINIIte ... protrude at
.. Slt6" above the COftc:ntl aurfact. na. .xpoIId aw.t. may be U_tly rinIId to wllb mortar oft of it.
.. <!) 4' 0" ......... may be 1I'lcnuIcI..... ftllllble, to provid. a flatter lIopt.
ELEVAT ION OF RAM'
4' 0"12'
~ ~ .
Curb or 1
CurblDdGvttlr ,---,---------------~,.. .....1
"\ I I ....... orOa- .' '.' .... . -
I ,.......1.1/. I~.' , .'. p.. .', '.. t.. . .' t" .... I.
I . . .:.:......;.. . . .......:..::~r.
1,. :'.: .-. ~ :.'.: ',:~: ,,:::'::"; f:: !.:;.~.':' ~ :....~~ '.' :~.~..:,'. .~"'..- .
::. ~ '.: ---' Concnte Walk
.~: : '. ".: .:. :- .,' i... : .:- ':fl
. . . . .. SECTION A-A
.,
. APPROVIO 2cL. 2L !9jlQ.
- --g!_~---
MInt
AIiIIIWIt DMIIon 01__
,........ ....
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
PEDESTRIAN CURB RAMP
FOR THE HANDICAPPED
SPlCIFICA TIOM ST AlCDAID
""tINCt PLATe
NO.
:: 7036 C
,
lit
....
.....
N ,.n DIIE.SICIIS
...-
VI .:!
f..\) ...n
..... Z. H A I
n'"
...-
i
'" ~~
lit ..,. '"
... ...... C5C5
0 It~ zz
0 . ...~
.... <-
.... a
\
"
o
z
"
-
-
-..
0_
="
Ie
..-
.-
i.~
~z
ena
I"
Se
:I
-
-
.
C
m
~
::D
i!!t
m.
z-t
-tm
00
,.,.
-t~
:11-
.z
Zz
~8
~~
!;
is
z
1-112" R.
(Use 1" R. for 4" curb)
DES_ V
REVERSE SLOPE GUTTER SECTION SECTIOI WHEN AD.MCENT TO BASE
(F.. ., be tll8d) DESIII.
<D L2KT << L2KTB Joirt when adjacent. to rigil..v't. <<.....
See Std. Plates 1140 & 1141 for ker-, and joint.
All CUIb slope _......... aN ..
relation to adjacent __ slope
W :: U. I . · 11- I W == 24- I . · U. I . . u-
D...SICIIS z I CCIICRETE _ l C.-cIETE I I, C~"c. TE . I CCIICIETE .. I C__T E
!I 0 Cu. V.s. lila. Ft. 51 0 c:.. V... LIn. Ft. - 0 Cu. Yd.. LIn. Ft. !II 0 CIa. V". LIII. Ft. ! 0 Cu. V". 1.11I. Ft.
H A . :z Per Per tftz Iter Per:. Per Per:. Iter PIt ..... Per "-
. Q LIII. Ft. Cu. Yd. l!: .... Ft. Cu. Yd. Q LIII. Ft. Cu. Yd. co ~ Ft. Coo. ytl. . Q LIllo Ft.. CiII. Yd.
4 7-'18- 11-112-1841210.04211 23.8 lI1IIla.D5Z9 I 11.9 IM241 0.06371 15.718430 . 74'1 1.'.4 ~ u.z..
If) 18- 1~J.3. l/Z"11612 .10.0474.1 21.1 11611f'1('B1f'I 17.2 1116241 0.0690 I 14.5 1163010.07911 U.5 l&'6~ 11.0
1 ~.115-l/2.118l210.052Y I 18.Y ,.1810..,7 I 15.7 1112410.0745 I 13.4 1 8&1010. - - - ~ ~
9""" 1l6::5/B"III'JUI0.055'11 17.9/11/111.0667 I 15.1 ,.,241 0.077:11 12.9
~I.O 19-'/8- 11-518- aCll20.Q589 ' 17.0 8 0.0697. 14.4 1UR4 0.0105 12.4 -.0 O.otlS 11.0
" == U. I w == ~__~ I ~ w == 24- I - .. a. I " :8 H-
I CCllCIETE .. I C~,'~ J COIeRETE '. I C-'TE ,31: I C-'TE
10 Cu. v.... ..... Ft. ! 0 Cu. Vds. LIR. Ft. 10 Cu. V"s. LiR. Ft. 52 0 Cu. V.. LIR.-Ft. 52 0 Cu. Yds. UII. Ft.
:- ,. Per.- "-. Per :- Per Per tit. Per Per :. Per
Q LIII. Ft. ~ Cu. Ytl. Q La. Ft. Cu. y~ l!: ~.ft Cu V'"' Q
-I V4 0.03961 1 19.f" 1 V4241 0:0.12 1 1'.4 1 O. 72" 1 D. V4 0.012ll
.. ...}11 0.042* 12M ~.~___I 11.7. I Y624.1 0.0642 I 15.6' BI:.:~: I 13.4 I v!1:.::
0.045 I n:t ~ ~ ~. _ ~ _ I 11.1 I VR4, V..,:J, 14.9 VaG.. I lZ.II"~ .
V912 I 0.04721 ~J.alu.o* I 11,& I V9Z4~ I 14.5 I W~.V7961 12.6 Y9J610.09041
Vltlf"l 0.0487 J 20.5 fW8IIO.05t5 I 16.1 IVJIR4I V.D7D) J 14.2 I YJaJV) 0.08111 12.4 I VD6la.U'llt I
COMPACTED
BACKFILL
-c
00.+2'
~
~ 0.0. ~
. ~
. : ~ . .' . '. '. . .. .
. .. ,
.
N
-
. .
. _. e. . .- . ..
. . ...
t
SAND OR PIT
RUN GRANULAR
MATERIAL .
IIn==III'S
) 0.0."
l: 2
0.074 (4- MIN.)
L
GRANULAR MATERIAL BEDDING METHOD
APPROVED:
4/18/88
TYPICAL
PIPE
BEDDING
CITY OF PRIOR LAKE
ENGINEERING DEn
@STANDARD PLATE
NUMBER 101 .
,
COMPACTED GRANULAR
8~:F'L.~:7)-: 1- ..~ .. :
N .. e. e.. . I. I'
- . . . .e. .
I .... .......
. . .'
. .
. ..
. .
. ..
t
u
CD
. .
. .
. . .
. .
. .
: .' :.
\., . ~ I. . . . .' . . .
.... .. . . . . . I. .
. .-,. 'I e. .... I. . .'
~ . . . . .'. '. '. '. '..: '.
t ... ,.., . .. . .
....12. rc Be ... 12- ...
ROCK FOUNDATION
A. 8: MIN.
A 12 MAX.
.J ..
EARTH FOUNDATION
CONCRETE
, :..4: · :
. . . ....
.. . .
.. o. . . . 0 .'
". .. ~ ., . . ..
. . .
.. ..." ..0 . . ... ... .
!~,.~~~~i~.~~~i
". -'. . . . . . . .. '. ~
. .' : '. ..' .... '. '.
. · .. · 8 +6 . .. .
. . .... . C.... ~ ·
o. . .... .. : ... 0 . . ..
COMP.cTED
BACKFILL
. ..'
s1
18--
t
CONCRETE CRADLE .
PIPE BEDDING DETAILS
APPROVED:
4/18/88
TYPICAL
PIPE
BEDDING
CITY OF PRIOR LAKE
ENGINFERING DEn
@STANDAROPQ2LATE
NUMBER I
COMPACTED
BACKFILL
(IN CASE OF CORROSIVE
SOILS USE GRANULAR
ENCASEMENT)
.
CRUSHED ROCK OR 1~2
WASHED CONCRETE
ROCK
~
QQ+21
~
A
.
N
-
1..
.
QQ'2
I l:9rH AS NEEDED 10
STABILIZE TRENCH
~ MaN. QQl4, BUT NOT
LESS THAN 'IO~
SPECIAL FOUNDATION DETAIL FOR THE
· STABILIZING OR DEWATERING OF A TRENCH
APPROVED:
4/18/88
-c 0.0. -1
. . .
. .
. .. ...
'. .
. . .
. .
. .
. . . . ..
. . . .
II ~IIE!' '" \=:IUISI.1ii!' it
TYPICAL
PIPE
B EDDI NG
CITY OF PRIOR LAKE
ENGINEERING DEn
@STANDARD PLATE
MMBER 104
f
j
D(PfH 0' COVEl OYER
TOP or PIPE TO SUIT ~
"(LO CONDITIONS
.. M.,alL . "" rota
.. CA.,.... .,....
......'aa ~...
A
.. '-OR 4-
.pYQ.
a.A.' ... IDOl............. . '
...ICTI. .. fMI DO"al
-0
~
WTE
~
..
.0
.w -'
>~
o~
art-
",-
>::)
ocn
UOcn
.....z
0",2
z!:~
tA.i
"''''0
oou
...acl .,e NUI&.' .....ZoOIITAL ..
UN IAI&...." &110 ,..AUO. .....
.. OIMCTIO ., nc c......
,
TYPICAL SERVICE WHERE COVER
OVER TOP Of .SEWER IS 12 FT
OR LESS
.01'1'
..... SIIVICI Ca.lC"IOIIS ..c&....
.CCISAll't ... lItO SPlCIA&. fI' ,.-
SMalL.. MlO .Oa A' ,.. C.Taaa )
ual' "IICI 110 "I &..... 'OOT Of
.IIVICe. .
110 AOOlnOllA&. COWI"saT'OIII
INAU.. . AUJ)WlO FOIt co-canl
IIICASI_T 011 191 .00.1
,
DETA ...
&GAP. ul TO IE
.ESILI~"T A.S:r.II.
g:~RUM..
FOIl DISSIMILAR PIPE.
COILe. c ENCMBENT wHeN
~. .'
~ DEP11t . \ao1cA. en
THAN 20 rac.
TYPICAL SERVICE WHERE CO\IER
OVER TOP OF SEWER IS MORE
THAN. 12 FT.
APPROVED:
4/18/88
TYPICAL 9:lN1CE
~EcrIONS
FOR
RV.C. SANITARY ~WER
CITY OF PRIOR LAKE
ENGINt:!:.RING DEFt
@STANDARO PLATE
NUMBER 204
~.
.0
.~
,
Ll ~
~/ :.
"'"
~II
w. .:
,~!=
.1
2~~
.....
I..c
,-
=-
ii
. .
1
I .
PLAN-gO. BEND
IEDDIN.
tlATEItW.
lit
Q
.
Q
Q-
SECTION A-A
BUTTRESS
PIPE 22~-8EN)S ,
SIZE a 0.
,- ,'-~ i..,-
8- (-~ (-5'
12- I'-d f-KJ
16. '$-0. 'L-d
2d 3~. 2'-8-
24- I 4'.4. '$-cf
APPROVED:
4/18/88
01 MENSI ONS
45- BENlS
lit Pi
.'-0. I'-!f
t- ,- .'-.-
-S-4- 'L-CI
3"'~ '$-d
~~ 3....4.
~-IO. 3--0'
90- BENDS
"
t-I-
t-e.
4-sa
fJ-t:.
.-;:
tJ-ft
~
'--
I
PLAN- 22 '4- BEND
~
r
,
r I I
PLAN-4S. BEND
NO TESs
I. DlMoeIIONl'. TA'~ ME IASID 0.- A
WATER PRE_uK (1150 ~s.1. Me M IM'nI
IESISTANCI tI. TOIl PO 1& n
a. wooo a...oaa.. MAT IE USED IN uau 01
CCItw\&.1 POI ,..... ..-_ AIeO Pc.
.~.~.Ia-. t2~..... Paova:D db ..
COIITACT' WI1'II EAJn"N II SMt~ AS MCA SHO\tII.
~. 0.....'(11 c, Ca Cs SHOULD IE a.M.
DlOUlSH TO MMI "'LE . IQUAL TO 011
&.Mea 1M. ...~
4 DlMDSlCII .. , AJ SHcu.D. AI
U.. AS POSSI'U WlTlfGUT ...,........
Wl11I ...... IOL.....
s. IIIAN 01 IACIC O' 8UTTJIUa MAY
VAIl" AI LOll. AS '01. . MA_T PUt.
UllDlSTUII.D lAWN.
0.
f6!!'"
I-v
t-i/
H'
3-fj
4'-d
~-O.
CONCRETE
THRUST BLOCKING
CITY OF PRIOR LAKE
~ENGINEERING DEPL
& STANDARD PLATE
tlJMDER ~
NOTE: .
COVER FITTINGS TO BE
ENCASED IN CONCRETE
WITH POLYC.I HYLENE OR
BUILDING PAPER PRIOR TO
POURING.
- D ·
-4 ~
-Li
----.0
;4'.
., "
I, ' 4~:" '.,
,..,J -. 0 .' ~ .'.
. .--- .,' ..... .
~ I 0 o.
~- .
. . . ". .. .
. ..".\ o' I CO
. . ., .1
o . .. -
~
.J
..
-
4o~.
o' : 1': .
f'"'' . fo
..' ., ..
., ... .' . . 1 '.f"
.. a. .'
. . ., .,..
o "
.J . 0 .4'.:.,':.
.. .......
....<..... .....: ....'
. .... ..... '. .. ."".
.. ..... .P . .....
~r.~~I'" .
SECTION
.
1~
, '-
UNDISTURBED
SOIL
PLAN
-(
40 MIN.
~
UNDISTURBED
SOIL
l
To
t
t.
j.
~
2
i
~ J
2SOO PSJ. CONCRETE
28 DAY STRENGTH
""")
~
PLAN
. a
.
..
-
l
Q
J.-
~l MIN.
REACTION BACKING
o TEES a CROSSES
CITY OF PRIOR LAKE
. CONCRt.1 E .' ~ENGINl:.l:.R1t8 DEpt
THRUST BLOCKING & STANDARD PLATE
tIMER 302
APPROVED:
4/18/88
..-:;
I'
IItNIIIUM
f .. CLOW TYPI NO. , -I..M
IC.. n,. YALVI lOX IIOOIL
.0. ..... 011 APPtitOVID IOUA&.
" ""
n
YALY[ _ W TO':: .~\('*
RT ON c_no: 'L~
VALVE BOX FOR
ElJTTERFLY OR BALL VALVE
I
MW'....... .:1'''''.--'#
I
VALvE 801" l
DlII:&". ," G. v. . 10"
DIll. ..... ..- G. V . ,".2-
OIP
lOAT[. _\
--f
GATI VALVl
GATE VALVE BOX INSTAllATION
APPROVED:
4/18/88
VALVE BOX
INSTALLATION
FOR
WATER MAIN
CII t OF PRIOR LAKE
ENGINc.l:.Rt4G DEn
@:=ONE
CO"'''A'TO'' TO 'U....'.M '''0 'II,TALL
'LII'-'L.A'. 1I0ltOlC "'IIt'LA,'.'IIC. O.
A"ROVIO IOUAL OIlIACM "'O"AII' TO II
'NCL.UOIO 'II 'MI CO..'''ACT ....ICI 110
'0" "'0''''''
/
c
-P
I'
...
s'
.J
-
T
( "'-"'''1;
"Aca.. "'DRA'"
~/
a'ti' - ~'DarAL'
7_.......1..~ ~. ....~_........
.
i
.0'
J
!J
I
VALVI lOX -
AS ,tCWllo---.
I
-,
~,
~
..
i
'"
... Z
o -
c
.
c
...------
..
u'J
T:~
2 UTtltS
j-'e M
o
/ '.
VALVI ....tCAST CONCRE'E
IAK AS S..tCWO
IMC_
A$ ftCIF':O
..
GAtt
. "TO"A..T a VALVI TO It
''IootO I" 1tG0S)
llarl- ItITA_ ILAIIOI IlAY .
U.O '11 I.'" f1' TIE "I.
NOTI . ALL "'O"ANTS S"AU. II IIVlII ONI
AOOITlOII'1. COAT OF '''II' "'1. IIIST&LLATlON.
ALL ".AIDIO SU.."CIS IMALL II CLIAlleo
....10. TO A..'LICATION 0' T"I "MAL "ILD COAT.
ALL AT NO AOOITlO..AL COM,INSATlOII.
APPROVED:
4/18/88
TYPICAL HYDRANT
INSTALLATION
FOR
VALVE BOX IN ,8OULEVMD
CITY OF PRIOR LAKE
~ENGINc.c.RING Dd't
it STANDARD PLATE
NUMBER ~
NOTE: CURl IOXES INSTALLED .. ARIAS
WHERe ICM-EYAItO.lOK CUTAT
, LAT, II 0' TE SHAU. . MALLIO
ATOEPT'H RlO\lHo. CUll lOX D.
TENSION ~ ~E".et-I:D"'. 7.'
II L.l:NITH ,.. TO 110 . CClN1IUCT
"'1" PltU AHO 'H'Lt..1NC'UJDI
STACie COU"-INGS, CONNECT-ION',
ETC.
4
a
-4
.c
i
..
.1
>>
..
.c
r
.
'"
"
-""
It;
I if'X4.X"
Y WOOO POST
.....
EJCISTING GMOt:
4-xifxs'
'/-~
-
-r:;- ~.
~ I - . -.
a ..
...
o
c
a
= ~c"" lOX
.
r PAOYR ClIt
'0It DO "(11
CURl STOP
-
~"XI.ll4"
~lt IUJCK
~ COfIHR _TIR suva
PI'OVIOE toMI a.aca TO
-.....cM 'OIl .~
i_oW . ~
, 1~'I.I
Z 'tYPE -.-'C0fPP
PIP! r.......
W'Tat._
aMI ~X__
-.
.-. .-x tI' ~
CONCMT.I M..OCIC
~CU'OIt
IND 01 a-. S'fOP
APPROVED:
4/18/88
TYPICAL
WATER SERVICES
FOR
WAIc,R MAIN
CITY OF PRIOR LAKE
ENGI~Rt<<J DEn
@STANOARD PLATE
"BER ~
j
USE R-2 JOINT FOR ALL
MANiOLE JOINTS.
) V~L48LE.
~ fLOW
ASTM C- 471 CLASS Jr
(-"C"LA" REINF. -
LATEST REVISION
L -
--
CATCH BASIN CASTINGS SHALL BE
NEENAH R-3246- B CURB INLET FRAMe
" OL ~TE. AND CURB BOX OR EQUAL.
.
~ lilt
-I
- 6--
UJIlIlr.,OT>r}1 ~ -14~
I-~ - ~ ~ .L
. '. ..... !.......J ..4#.. ~...~ "
. -. . p... ."........'" !. :.:i4" =- 6
. ....:. :',,_:.7.~~..4t ":.:t.. .
~~ . 1
;'~;! :...
V. ~
..;!- -g" IS" t" ....
-~ g.. ....-
,,~ ,~
~..~ . .
. .' . ....
.. : ...~
.... A G" ~."
"':, C -"g .. ...
~.: fY :~.~
.~. - .
":[0.-:. Jl "
~ ..
-' : .....
~~ ~~
r,' ~i-~
~ .'-
(,~- ~.~
VAAIAlLE
i
<
FLOw
-
,..
: .....
. ... e.
. .
-. . -,
. ! . . ~.. .-
. .- . ..
.. :'~ ;V'
,. ~- 1
:~ ~.
....-...-=~, .'. '.' . ..... ...........".......:..!..:.~... -6'.1
. .. ~ ~..!. --: ... ...: -.:.- ...~.~ :.... ....~......1..
.....~.... .'........- :....~.r,.:..:.'.:.....:. ._.f~'."p:. 1
-..
'.
,. - o.
.
E. C. MANHOLES SHALL IE PAID fOR AT THE UNIT ''''CE liD fOR
STANDARD MANHOLE. THE DEPTH OF THE. E. C. IlAHHOLE
SHAlt.. BE FROM TOP Of CASTING 10 POI(f S' eElOW THE
.,eVERT OF THE OUTLET PIPE.
APPROVED:
4/18/88
ENVIRONMENTAL
CONTROL MANHOLE
Fart
STORM SEWER
CITY OF PRIOR LAKE
ENGINc.l:.RING DEPt
@SlANDARD4QPLATE
I tUIBER I
.,J
I
I
l
t '.:
I-
,
A
L,
A
.J '.
- --- 1ft
.
I.
.
CUtt8 kET ''WE
AND CURl lOX '€EHAH
NO It - 1246 MG TYPE
DR OR Dl GRATE
~'f:!: ON 'hE
01 FlOW
C TYPl DR IS SHOWN>>
I
~
r I J:.
~..
, ,.
~ PLAN
:-}
~ t r4'/4 ..
;. .. ~
NOTE'
REINfORCNi 10 CO~IST
OF . 4 lAAS AT' o.c.
10TH WA~ 0
~ A'
~\
-. 0...,.. I
." . .
:" ,-J
. ....
"INNUM OF 2
ADJUSTMENT RftGS
.. .
~,....: . .,-
" . .- ..
.. 0 ,. z..-
.. . ... ~ ~
~... '
-. .. ,.
.... ..
... ,- ..: .... 5
.. .
. . -
.
...... . :.
. . -
-
.. -..
.
.' -
e
- ..
a .- I
.
e. 0
. '.
-.
.. ..
f. . .
0 ..
., 0 .
. 0
. ..
II- .
. . e
0 .
-
. c..
.~ ...
i
I
m- DIAMETER PRE-
CAST OPEN'.
.... . :
.Ii.,;.
; ~ :-
.., .
. .
.~; .
"- .;
. ... .
. .. -
\if "..
0# :
..~ "..
t
~
SECTION A - A
STANDARD CATCH BASIN CITY OF PRIOR LAKE
FOR ~ENGINcI:JING DEPt
STANDARD PLAICt
STORM SEWER it NUI&R ~.
APPROVED:
4/18/88
~rOft I V-w I H-w No. of 80lt I -,.-
80It to oprOft e - f,o.. .eI,. of concr.t. · i.. Si.. Si.. M -Ito" Di.. I;)i..
Inch.. R.Q 'eI I nche.
3 bolt ....t.. r.Q'eI-I;. 4.' 10. .- ~. ,.. )S
Ie 3 ,
: I 24 ". :J6. 4 \t 7
0 30 't. -. 4 ~ 1YL-
" 31 ~. I . .. Jt lo!L
.
I 42 ~. . . 4 ~ II
'I. 48 ~. l!t pt... 4 ~ .2
e- Trp. .I: 54 ~. I', pe" 4 ~ 12
-r u eo \. I', pi" 5 ~ 14
~
C 72 ~. I', pt... , '" 14
84 ?. J.:.2 pi" I '" . 15
12 J1' q: 3 ~ 4
15 li' 3 Ji 4JL.
I' ~. 'I' .. 'ft 4L
21 ~. 1: 4 Ji 5
. 24 ?'It 4 ~ 5
c ~. ". 4 ~ >>L-
0 27
~.
.. 30 ~. ". 4 ~ 5'L
.
I 3. ~. . . .. fi .
.& 42 ~. I . . " .
.. .. ~. I . 5 Ii .
c 5. i6' 1'1 1M" 5 Ii .
I eo ~. - I~ pi" , ~ . .
-.L CE
.e ~. lij .. I '" .
-- ~ 72 ~. III llipe e '" .
I .. ~. tJtDi" 7 fA 10
I
t-E' eo ~. IIJt pi" 7 I ~ I.
NOTES:
I. MAS .. PLATES ARE HOT - ROLLED STEEL,
2. IARS. PLATES. .. P'PE ARE 'IN I SHED
WITH 2 COATS OF ALUMINUM MINT.
3. IOLTS ARE GALYANIZEO.
4. SEE STD. PlATES A-tO .. A-It 'OR APRON
DIME N S IONS.
.. TRASH GUARDS WITH o.-..c.RENT DIAMETER BARS ARE
AVAILABLE. SPECIAL ORDER
APPR~ED:
5 /15/89
TRASH GUARDS FOR
CONCRETE APRONS
CITY OF PRIOR LAKE
ENGINc.c.RING DEn
@STANDARD PLATE
~BER 404
...A....
LAYING LAYING I
ClAM LENeTH LENGTH ANlJLI MDlutI WT,
. t 0' ~::"'::D :uO~E S~T. T A . C E ,
'1 PI V'f"
· 12" 1~. ...",- '.30' ..,'f 7(/' Z" t 2" · ~1 ~. 5)f. 2 ..
. ISh II v." 12 VI-17.30' 7,Z' '20 2 V.. . W,..... ,.. 'V2 2 rz
. I'" 12 VI" 13 ~.I" 7.30'1 7.7': 170 2 V2. 5 r~ 5 V2" '.5f'-.' 2.~.
9 '1. II V.. '7..s0' 6.1' 170 Z". I V.' , VI" ." 1 V. )
'-13("- 11-1f4" 7-30' ,.2' ZI' 3 ~ 3
9 IVI'. IZ V,. -7.30'- -'.Z,- 2'013~"-Z~1 '~I'~. V2" 1~' 3V.
10" 12 W'" 7-30 ,.~ 320 3 V*l 2 ~ & !tI1,..''''. 1 I"" 3 V.
II !fl'. 13 'II.. 7-30' 1," .20 3 314 2 ". , I~I , 1/4- '!fl 3 V2
12 ~,"., 'I,ll> '7.30" 7.7'_ 5301. .. _2 'VI" ,IVI( 93f1 331.
I. VI'-'7 VI. 1.30' ,.~. '00 .1/2" 31~ 61W 1 ~"IO~' .
- - -
.,. I' 111'" 20 V." 1"30' 10.5" 1190 '" . 1"16" 11!i1~1 '12" II 314 4 V.
"'" II VI'" 22 tat I'" 1-30' 11.5' ."00 I' V2~ , 3I1,"i7 !/i'11() 1/16.11 7/1 . 31.
'0" 20 V2 .. 25' ,." 7.30' I ~.O' 2210 ,.. 7 VI... ,Ii' II 1/8~ 13 1f. . !f.
I'. 21 5f I .. 2' 1"1'. 7.30' 13.1' 2790 , V2" 7 W- 9" 12 WI4 aft, , rt
1r 22 ",.. 2 I V4" '.30' I.... 3420 7" 1 84 9 3/1" 13 V4" I' .
~
* 'I"
2"
2r
* 30"
33"
3'"
.2"
...
o
_.J-
t
ANGLE (6
8ENO
J
...
~,~:L'~' \:.~.:,>; Ji \
~ I r-
-, c ..
f
* AYAILAILE WITH .0. RING GASKETED
.JOINT. SEE PLATE A-2 'OR "OINT
DITAILS.
APPROVED:
5 /15 /89
CITY OF PRIOR LAKE
~ENGINEERING DEpt
& STANDARD PLATE
NUMBER 405
SHORT RADIUS BENDS
OesI9n B~618 cone.
curb a Qun.,
Catch basin frame
8 cover
PERSPECTIVE
10' Min. Transition
. ...
, Design e curb 8 gutter
-1 I
~;'~\~'}'~: .~~.. ..':~::.~ ~." J. '1: . .~1.J
i...... .,.,...-::JI
Desi ~n 9'Jfter
line Qrode
...
10' Min. li"ansition
...
'" a."
.J-A
r Top of curb
, ~
.. --- ~ ,......--.~. (" . .......:.
'I> ... '. ...., f . I. -- "
.~ . " .. .-. . -. .... . . -; .. '.. . ... ..
.~ '.. . .,.. ",.'" ....... ,.....\ ...1-
.... ,'..... . .. Expansion J
Jo6 nt
Neenab frame a COY" or equal.
. . ..
R- 3067 wi th Type B 9rot'
.
.
SECTION A-Ii.
APPROVED:
4/18/88
DESIGN 'B' _CURB a
GU I I eft CONSTRUCTION
AT CATCH BASIN
CITY OF PRIOR LAKE
~ ENGINEERING DEPt
~ STANDARD PLATE
. . NUMBER ~
4"X8"X2~2" CONCRETE PAVER BRICK TO BE
LAID WITH 3/8" TOOLED JOINTS ON A ~4 II
MORTAR BED.
- CONCRETE SLAB
- GRANULAR SAND CUSHION
<:I .. 't> " b ' I..\.\. \. \. \.\. \. \. ~ '<l', :: ,;...:' " " ~":' \1" " ',: t>. ," '17' : c.: "
t> ' II, '.. ~ ~ .:.: " --;:;,1>,,' : ,1>:' , "':':, ~.. ". A ~~ A ,:. ~ :', A,~:: ";;':' .' ~ ..' ~. '6',', &~
\..' :.... :. ~.. '.' _ '~'. '. .}- .. v" q ~ ......... .', . ..' ~ I . . .. ......... '.....,. .': .. 0;...;. ::. -*-
.\~ ~i:{: \',: ';:;4:'~:j;~, ,;',;','~; ("~{;>:'~:':: { :} l:,K:.~~:~':::!{~{:~;<~\\~;F ~t:\:~~ y ~ ;/"/~ :Y.i:'~: in
"1'~lUI =\\\1: \u/\ ~ lItl"-::''';' ;ll/wtl-\Kllt ,$1\1/1':::, ~/F1/1~1I ,~ \II;='tl'=:lI~l~ wi:- V\~ ~1."F,q(F\O --L
~ l::;:t!lI/.;iI/((5\.1 (t' -=ill (:1 c; \(/ =I'~( ~V' ~(l~l/~I(I,~(II~({I~llt~tl eft {~, iU 1.= Iv:
fRl\-ttl \= \/( l~..wlf:::rr /Ill -- ~t(t=J(I-Ilt;;t(1
~~m~~ml:;::-I (I~ =\1~WQ
~Tu; :"~Iiii
ful - --;
;:
- EXPANSION JOINT AT 601 INTERVALS.
~
APPROVED:
5/31/89
CONCRETE PAVER
JOI NT
CITY OF PRIOR LAKE
ENGIN=RING DEPt
@ STANDARD PLATE
NUMBER ~04
MAINTENANCE
I. Filt.r "rrl.r. .ball .. laapect" ~lat.l,
.lter uch rai.taU .... at lu.t "11, duria&
prolOft&. raiafaU. AaJ required repair. .hall
be ..de t..ealatel,.
2. Shall the tabric ..e~po.e or bee... inettectl..
prior to the end ot the expect. uaabl. lit., aad
thould the barrier ltill be ..c....I'J, the tabrlc
ahall be r.placed proaptl,.
fl
. t
,t
T~I'ICN-.... · t
.,'_<t' , {,
~~~~~'t'
".
~r
m
). i,.
, ,
I I
L
I .
~ IJ
~~
~ lJ , .
~'!I f<t-. ~rj'
I' I: ...
I~
, ~r:.
~fli
1 seT ~ "ANI'
~"A'~ ,.
iIf". 4" rq~
v'SIJfJ~4 ALDtl'W
1~ LI~ ~
T~ "~'i1'>. ~r~
T~ ".,. ...se: T ... r'.,J.
OF 6" ItJ'P ~Fo""LJ~
3 AI ~ 1.ATlf'
Effl t.-~ f!-
It- AI
f~T
~.~r,,4I'
",
rJlIt~ ''''116.' ".,~..
~ ....
I I
I } I
: C) I
~~v
~.. I
, t
3. Stdl..nt d.polit. .Iaould .. .....tc1 afttr tlcll .to...
....t. "", ...t be reeo." wilen depoaltt reacla
approxt..tel, laalt ~ "1&bt ot the barri.r.
.. An, Itcll..nt dtpo.lt. reaaia1nc In plact after the
lilt tence or tllter barrier i. no lonaer required
.hall be dr...ed to COftlo~ with the exi.tine ara.e,
prepared and .eteltel.
,..,,~
~~
2 sr,Uf.e TNF
FIL.r~
r~I" 12'
f"~ r'4.r
..~_IJ
ir
,
t
I :
'1
\
'.
ii
4 ~~",.
~AI4ID
~,r T1'I'I
4.l"C"'W04 reD~L.
II It .'
~)(:- ~~. ~~T~
CLe~Tlav
"P"'" ;, . MftJ/I.C.D II
NI...... rAIW 1'r:JI~ ~:
~lLC!~~J
~~~
Placement and Construclion of . SynlhetiC Filler Barrier
APPROVED;
4/18/88
SILTATION FENCE CITY OF PRIOR LAKE
ENGINt.t:.RtNG DEFt
FOR ~
EROSION CONTROL." Lll ~~ JatTE
MIN. 3" PLANK
a REPLACE WOOD FENCE
..
I
-
i I
* ,. *
b b b
I , I
;,. -
-It) ",
VAR IABL E l " r
1 ~:~'~^~ ..
4" MIN.
.. . .
.
. . .
. ~ " <]- :
, -
1. A · c
-Jf 31 -SUXS" 8) el O.C. r . ...:
* 4' -S"X e" 1) Sl O.C. : .ll. -+ : A :
~ .
* 5' -S'-XIO""S' O.C. " .
., ~ ,..... .
... . .'1<
',<J - ' ,
': - ~
- =0
.. c ~ " b b
~ I I I
. . . - .'
~ ~' 0 - -
- m CX)
'j). ; - , -
~ ) "
- ..
A b ~
6" (TYPICAL) CONCRETE : ,
.. :... ~.
'/J. - .........--.
. ...
~..' ..
If'. 'I - - ~.~
s" - .. ~ .
w . A.,. - A J 'tI 'Y
'~ - \..
II - S" ( MIN. )
APPROVED:
5/31/89
TI MBER
RETAINNG WALL
CITY OF PRIOR LAKE
· ENGINt:.I:.RING DEPl
@ STANDARD PLATE
NUMBER 60~
"<IiI
ALLIEJ T~ST JRIL~_NG CO~PANY
4000 BEAU D'RUE DRIVE
EAGAN, MN 55122
Exploration. Evaluation. Foundation Engineering
(612) 452.6913
1 U J:t'larch 1 ~6~
Mr Bruce Loney, f'E
Ci~y of frior Lake
Engineering Depar~ment
4629 Dak0~a Street SE
PO Box 35~
Prior Lake MN 55372
Re: Subsurface Soil Investigation
Proposed Street Reconstruction
Your Project 89-11
Prior Lake, Minnesota
Our Project 89012
In accordance with your authorization, we have completed the
enclosed report for the above referenced project. A descrip-
tion and analysis of soils encountered together with our con-
clusions and recommendations are presented in that report.
We broke the project down into four zones of similar govern-
ing soil types. Refer to our schematic map and the report
body for a delineation of these zones. Zones 1 and 4 showed
clay loarns and sandy clay loarns to govern, with a few pockets
of be~ter soils. No buried organic soil is noted. In these
zones, you may analyze the existing condition, and design
roadways, using an R-value of 20.
In Zone 2 there are zones of slightly organic soil. Some
highly organic soil is present at depth in Boring 20, but
it is deep enough, and apparently stable, so that it is un-
likely ~o affect your proposed construction. The slightly or-
ganic should be subcut out. Backfill material should conform
to typical properties of such a soil.
In Zone 1, we found a much improved condition; loamy sand,
borderline sandy loam, with significant gravel. In this zone,
you may analyze the existing condition, and design roadways,
using an R-value of 60.
Onsite inspectors should take frequent hand auger borings in
subcut areas to determine that the constructed subgrade con-
forms to the designs presented herein.
An invoice for our services is enclosed. It ran a bit higher
than estimated due to the addition of borings and due to Bor-
)
Commercial, Residential
Municipal, DHUD
4000 Beau D~ue Drive, Eagan, MN 55122 (6U) 452..-13
v
Geotechnical Services
ALUED II:ST 01111 . ING COMPANY
SUBGRADE SOIL INVESTIGATION
FdR
Proposed Roadway Const~uction
Street Improvement Project 89-11
Prior Lake, Minnesota
9 March 1989
Project 89012
INTRODUCTION
This report summarizes the findings of a subgrade soil
investigation completed by Allied Test Drilling Company for
the reconstruction of several streets in Prior Lake, Minne-
sota. Said roadways include West Ave, Kortsch Dr, Cambridge
Rd, Dakota St, Arcade Ave, Colorado St, Duluth Ave SE, and
Anna Tr SEe Said work was performed for the City of Prior
Lake, hereafter referred to as the "Owner".
Twenty-one (21) soil borings were performed within
the project area to establish soil profiles, water table
levels, and ether information. From several borings, soil
samples which were deemed representative of certain areas
of the subgrade were submitted to Instant Testing Company
(ITCO> for gradation and Atterberg Limits determinations.
an the basis of this data, recommendations are made re-
garding pavement design and subgrade soil suitability for
pavement support.
The subject roadways are as listed above, in areas of
Prior Lake that have been developed fo~ some time. These
-
existing roadways are presently paved, but showing signs
1
.L
89012
-3-
Also contained on that attachment are descriptions of
methods of soil classification and groundwater measure-
mente In addition to the Mn/DOT tri-axial chart method,
so~ls were further classified according to ASSHTO M145,
"Classification of Soils for Highway Construction Pur-
poses" (designations in parentheses). This classification
system is also illustrated on the referenced attachment.
SOIL BORING RESULTS
Attached are logs for each of the borings together
with a key explaining terms and entries. The depth of in-
dividual layers of soil may vary somewhat from those indi-
cated on the logs due to the inexact nature of auger sam-
pIing and, most importantly, the occurrence of transition
between soil layers.
Also attached is a report from ITCe providing grada-
t~on test results, Atterberg Limits determinations, and
soil classes of four representative soil samples from four
zones of similar soil patterns. These materials were
deemed representative of soils likely to influence pave-
ment design in their respective areas.
The four zones are hereby delineated as follows:
Zone 1: Borings 1 - 5 & 21
West Ave, Cambridge Rd, Kortsch Dr,
Dakota Ave, from West Ave to 800'~ east
Zone 2: Borings b - 10, 20
Dakota Ave, east from 450'~ east of West Ave
& Arcade Ave
Zone 3: Borings 11 - 15 . 19
Duluth Ave SE (from Colorado St to Pleasant St is MSAH)
& Colorado St
)
89012
-5-
In Zone 2 (Borings 6-10, 20 & 21) soils are quite
varied. There is no true base material, but mostly sandy
loams with gravel in upper zones, probably past being se-
lected grading materials. Besides the above noted organic
soils, basal soils are mostly clay loam and sandy clay
loam, but ~andy loam, loam, and silty clay loams are
found.
In Zone 3 (Borings 11-15 & 19) much better soil pro-
files are in evidence. Most soils are a loamy sand with
conslderaCle gravel content. However, they do border upon
a sandy loam. Some true loamy sands with higher gravel
contents are sometimes in upper levels.
In Zone 4 (Borings 16-18) the more plastic soils re-
turn, consisting of clay loam in the majority. Some sandy
loam and is noted, and upper material is loamy sand and
sandy loam with significant gravel, again probably select-
ed grading material.
The bore holes were allowed to stand for a short a-
mount of time (1/2 hr~) to check for groundwater. None of
the borings indicated a groundwater level, as evidenced by
lack of standing water in the bore holes and no high or a
wet cave-ins. Recovered soil samples were of normal mois-
ture content. Boring 20, performed.to 15" of depth, also
especially did not evidence groundwater, despite proximity
to a lowland. This could be due to the drought of recent.
It is expected, however, that this lowland will influence
local groundwater in the future when normal rainfall and
,
89012
-7-
tested as per Mn/DOT requirements.
No organic soil should be present in the upper three
feet of subgrade. Below this level, so~ls of low to me-
dium organic content may be left in place; heavily or-
ganic (peaty) soils should be removed in any event.
The entirety of Zone 2 should be subcut an arbitrary
amount, enough to expose the subgrade. Aggregate base,
if any, and upper granular materials could possibly be
salvaged for re-use. The base of the excavation should
be examined for the presence of any organic soil. Any
organic soil encountered should be removed as per these
various provisions. It is not recommended to overlay
this area due to poor subsoils. The problems already
evidenced in the existing surface would quickly reflect
through the new material and worsen.
As a minimum consideration for design and contract
quantity estimate purposes, the slightly organic soils
at upper levels in Borings 6, 9 and 20 should be exca-
vated, (max subcut depth 3" unless bottom soils are
highly organic) and either disposed of outside of pro-
posed roadway limits or used as topsoil salvage. When
computing this volume, a certain amount of tolerance
should be added to the values given in the bore logs
to account for transition to mineral soil and for inad-
vertent over-excavation during construction, which is
fairly impossible to avoid when heavy power maChinery
is employed for the removal.
~
89012
-9-
sional opin1on.
The more granular soils evidenced in Boring 2 do not
appear to De representative of the area, but an excep-
tion. If subcutting is performed here, and if this vi-
cinity is nonetheless found more extensive, then the
pavement section in the granular subzone may be rede-
signed using an R-value of 70.
In Zone 3 (Colorado St, Duluth Ave>, the existing
pavement section should be analyzed, and the proposed
pavement section should be designed, using an R-value
of 60. This is slightly lower than the typical value of
70 used for most loamy sands, and is due to the border-
line sandy loam condition.
It is understood that a portion of Duluth Ave, from
Colorado Street to Pleasant Street, is MSAH, and likely
to carry heavier volumes of traffic than other roadways
tested in tne course of this investigation.
Design of pavements should conform to Mn/DOT flex-
ible pavement design policy and chart as given in the
Road Design Manual, Chapter 7-5.0.
3. Soil Bearina Value:
Bearing capacity of inplace soils could not be de-
termined from the nature and scope of testing author-
ized. However, most mineral soils appear firm or dense
ana stable. When placed upon natural ground below top-
soil level, or upon adequately compacted fill which in
turn rests upon mineral soil, there appears to be ade-
'--~
89012
-11-
until no additional settlement is evidenced.
Samples of soil from the borings will, be retained in
the office of Aliied Test Drilling Company for a period of
90 days from the date of testing. After 90 days, the sam-
pIes may be aiscarded unless a request is received to re-
tain them for a longer period.
ENGINEER'S CERTIFICATE
I hereby certify that this plan, specification or re-
port 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.
ALLIED TEST DRILLING COMPANY
, ~ 'rl
Date
ALLI~~ TEST ~R!~LING C~~~ANY
.. w 'f'~
\.'
Attechment to Soils Report
M~THOD O~ INV!5TI~ATION
AUGER BORINGS
Allied Test Ori11ing Compeny u.e. . nu.ber of varia-
tion. of methods of investigatIon by auger boring. ~o de-
termine soil profile. Most co..only, the power flIght auger
(FA) method is employed. Someti.e. a hand operated auger
(HA) Is used. Aefer to the main body of the report and to
the boring lags for an indication of the method chosen.
Requirements for these InvestIgatIons are outlIned In
ASTM 0 1452, "Soil Investigation and Sampling by Auger Bo,..-
ing8". In the power flight auger procedure, a 6" diemeter
solid stem helical flight auger i. advanced into the ground
by mechanical/hydrau~ic mean., and .it~dra.n at appropriate
intervals. Nature of subsurface .oil i. determined by ab-
serving and .ampling di.turbed,.aterial found an the flight
auger. Representative sample. ere retained, .ealed, and
stored For Future testing or r_ference, iF necessary. After
cleaning the auger, it is inserted into the bore hole egein
and the process i. repeated until the desired testing depth
i. accomplished or until refu.al (failure to advance the
auger due to bedrock, detached bould.r, hardpan, atc,)oc-
curs. A log of eech boring i. k.pt noting date, depth of
changes in strata, description of .oil 1n each .ajor .trat-
um, groundwater conditions, and other data.
The hand operated auger procedure i. the .ame a.
above, except that the 1" t~ 3" auger i. advanced into the
ground by hand means. Thi. type,oF boring. 1. u.ual~y re-
--
.erved for investigation. to a .hallow d.pth in an area
fairly in~cce..i~l. by .achin.ry.
(ov.r~ pl....)
Attachment to
Soil Investigation Report
-.iI!.~
ALLIEC TEST DRILLING COMPANY
CLAY
100...
SANOV CLAY LOA"\ CLAY LOAM jSILTV CLAY LOAM
O. ~. 20
~~ANOY LOA" '\
,
Q C SIL T LOPM \
" ~i,
x...~ ",..nll. .""" \
~ -p...
'1;. '<:. \ ....
01-:f~ c: ,.
e- ... " ~ : ~ ~e:..~,,:
~c~ .... ~ 0'" 0
0
CLAY
Note:
TEXTURAL CLASSIFICIATION OF SOILS
FROM: Mn/OOT Grading; ease Msnuol
Figure B 5-692.603
The term "Loam" reFers to a particular mix,ture of
sand, silt, end less then 20%plBY. Adjectives des-
cribe the prdominating materiel(s) in a 108m.
Classification or ~~I.Aunpte Millltura
Ora".. MlI"riAl.
. P. IW In, """"I f\ n'~ ",,,,,
rorne"'" ('I.".fk~,"",
Or""" C. '1.1 "ilk."i.....
A.I
A.I.:. A.I.b
A.J
A.2
A.J'" I A.2.' A.J"
s".-oa" Ma'e..l.
f\4"" """ J~ ....\1'" 0,015 Iftllll
".,
A.".'.
A.""
A.S
A"
A.2.'
A'"
ser., 4".,,,,,, JIt,~",,...,.,
1'" "'''' 'PII" In.
o 'l~ III"' llIh. *'1
o n~~ "'''' ,PIIt. 2IWJ1
("ha,.n"",'''' Itf J,.n..... "'11" O.2!, 11I11I ,PlIo, 401
I.iltu" .."'"
".."...", iMt>.
~~.. ".t~l"
.'YU ""'1. ;,.....
I' 'nnl. 2' "'",.
iJ::':: 1!l ..,. J,m.... Jf...... Js' .1. Je """, JIm.;..
)6 Min.
36 ..iii..
"",.1 T,,," nf s....ir"..... ("._..._'" t.I.'"-k
,'",-'I. Nit. . Iftl' I. .1 """. .co fNIa. .1 min. . 1ftIt.. 41 ....... . .... I. .1 Mi".
If' PMI. 10 mu. II min. II ...ift. 10 ",U. 10 IN.. II "'"'. II Min..
~,,. 1'1:1", " .'1. .. Sill, Of a.~, c:;,..cl and 5.lftd SUt) Sol. CIa", Soft.
c.,.."., "lid ~rtd s"....
(',...,1' R.,.", .. S."rMf Elcclftoftl '0 r..... I 'ai, .. Poor
· ""'lQ" Iftdcl of A. 7.' .......owr " .., tv.. 1ft, '''.n U. """'" 30. ....IC'i.) ... "" A.7." ......our . ".'ft ,..... LL lInftUI 3f1 CMt ...ipft :t.
From: AASHTO M 145
,
(
-i
; ..............
J ~
1
-'
~
..
I
- 'T z
, I
(?
"
~~
..-f
LI
o i
m~l
er,' .
o ,
m \
~ '\
\
\
\
~'
<" '.
~.
\"
-
Ol
C 0
4-
w
z
o
N
\.
\
\
/
/
/
\
\
\
.UED II:.ST DRlLUNG COMPANY
tOO Beau D'Rue Drive, Eagan, MN 55122 ('12) 452-6913
IDRAWN BY pH/OW
BORING LOCATIONS SKETCH
FOR
et improvement Project 89-11
Prior Leke, Minnestoe
Project 89012
~LLICLl Il:ai:) I Llnll.l.ll'\a ,-,,-,.vlrft.' I
PROJECT: 89012 - Street Improvement Proiect 89-ll" Prior Lake" Minnesota
Weet Ave BE
Ste 10+15 ~
BA.,PLE . LAB a.OTHER nlTl
GEOLOGY N we
I/- TYPE II W DEN~:
N
FA
LOG OF BORING
DEPTH SURFACE ELEVATION:
IN
FEET / DESCRIPTIONANDCLASSIFICATION'
2"..,Aspneltic Concrete SurFacing t
. _t Brawn-Yellow Gravelly Loamy Sand
- (crushed aggregate For base)
1 J Fz (moist when thawed~
Gray-brown Loam (A-4)
_ wI a little Fine gravel
lFz (dame when thawed)
2. Grayi Clay Loam
wI a little gravel (A-6)
Fz (moist when thawed)
law plasticity
DATI
1 ".b
I
3_
plasticity increases
wI tr gravel
wI acc em root intrusion
4-
GrB)'-brown
5.
End of Boring - No ReFus.l
-
Bore hole immediately back-
filled with cuttings
-
-
WATER LEVEL MEASUREMENTS
NO:
1
..
N
,
"M.
"M'I.ID
DE""
CASING
Dl"""
CAVE-IN - DIIIWNG W~TI"
DEPTH MUD LEva. LaVaL
DRILLING DATA
11 : 00
!i'
4'~"
Non.
,
Crew Chief: ~
M.'......i" P'ULfr- FIt ah1: Aua_r ~
(a_~~ Mobil. Dr-lll1
IoMgCompletect 1 February 1989
ALLIED TEST DRILLINO COMPANY
DEPTH
IN
FEET / DESCRIPTIONANDCLASSIFICATION
2'......Asphal tic Concrete Surfac i ng
'. ~t Brown-Yellow Gravelly ~oamy Send
e" .llJ mo 1 st when thawed)
1. Brown Sandy C lay Loam (A-6)
wltr gravel
- Fz (moist when thawed)
PROJECT: 89012 - Street Improvement Proiect 89-11, Prior take" Minnesota
3 Kort.ch Dr
St. 4+00. 5' It
SAMPLE - LAB & OTHER TESTS
GEDLOGY N WI N TYPE - R W -DE"'~t:- Gradatlor
N . "
FA
LOG OF BORING
NO:
SURFACE ELEVATION:
28 41% p8S~
15 #200
sieve
2.
, moist
3-
4-
wIred iron stains
(= one-chroma mottling)
5.
N
"
End of Borins - No Aefu..l
.
-
Bore hole immediately back-
filled with cuttings
...
.
WATER LEVEL MEASUREMENTS
DRILLING DATA
DATI 11M. IAMPLtD CASING CAVE-IN DR'WNO W.,...
01"" DI"" 01"" MUD ~u. LhlL
1 F.b 1100 5' 4' Non.
~ I
Cr.. Chief: Mae
..etMct..l" Pu.tr- "llaht: Aua.,.
rB-~~ MaRlJ. Drlll'
BorIng Com,-.tect 1 F ebru.r~ 1989
ALLIED TEST DRILL.lNG COMPANY
PROJECT: 89012 - Street Improvement Pro1ect 89-11 ~ Prior Lake. Minnesota
LOG OF BORING NO: 5 SOt"k04~~5S.t 5' At
I SAMPLE LAB a OTHER TES,..
GEOLOGY - N W8
N - TYPE - R W -DEN~~ Gr.datlon
N
FA
DEPTH
IN /
'lIT DESCRIPTION AND CLASSIFICATION
2"".Aspheltlc Concrete SurFacing
'~Brown Gravelly Loamy Sand
F z ( m 0 i s t when', t he wed)
1-
SURFACE ELEVATION:
Brown Sandy Clay Loam (A-B)
2- w/tr gravel
Fz (moist when thawed)
moist
~ 3.
4-
5
End of Boring - No ReFusal
-
- Bore hole immediately back-
Filled with cutting.
i
I
I
I
28 41X pass'
15~ #::>>00
sieve
N
y
DATa
"'II.
WATER LEVEL MEASUREMENTS
"M PLI 0 CASING CAW-IN DII'WNGJ WATI!.
DI"" DI"" DI"" MUO LIVE UWL
~
DRILLING DATA
_.
1 ...b
1 :30
5'
3'8"
None
I
Crew Chiet MBD
".1.....1" PQ.UP" fl'tlaht: Aua.,..
rB-~~ M~e 0,..1111
BorIngCompleted" 1 February 1989
ALLlcU II:~ I UI1ILLIN\I '-'UM....ANT
PROJECT: 89012 - Street Improvement Proiect 89-11" Prior Lake. Minnesota
LOG OF BORING
NO: ?
Dakota 9t
au 11+~. S'RL
SAMPLE LAB a OTHER TESTS
H . TYPE. R . w .DE~~t:-
N
FA
DEPTH SURFACE ELEVATION:
IN
FEET / DESCRIPTION AND CLASSIFICATION
2"...A.phaltic Concrete Surfacing J
".Brown Gravelly Sl Plastic S~nd)'
Loam
1- Fz (mo ist when thawed)
Q.,~OLOGY N W8
2-
Brown Clay Loam
- w/tr gravel (A-S)
rather silty
3. moist
4
N
Ok Brown Sl Organlc Pl..tic
Sandy Loam
w/tr gravel
S.. "'0 i .1:
End of Borins - No Aefus.l
v
- Bore hole immediately back-
Filled with cuttings
.
WATER LEVEL MEASUREMENTS
DRILLING DATA
-
. DATI 11... SAMPLED CASING CAVE-IN DRIWNO W~TI.
DI"" DI"" DIPT" MUD LlvaL ......
1 F.b 2:30 5' . 14'2" Nan.
I I
Crew CNet Mae
".ttMMI:..i" P;Ur- Fllaht: Aua_,..
rB-I3~ Mabll. D~t,llL
IorIngComplelect 1 February 1989
.,-_...... . -..... --...--.,...... ......... .....
LOG OF BORING NO: 9
PROJECT: 89012 - Street Improvement Proiect 89-11., Prior take" Minnesota
DEPT" SURFACE ELEVATION:
IN
FEET / DESCRIPTION AND C.....SSIFICATION
2t1..,Asohal tic Cone,..ete 5urFac i ng
. _ Brown to Red-B,..own 51 Plastic
Sandy Loam, wI some gravel
1 _ Fz (mo 1 at when thawed J
Ok Brown Sl O"'ganic Clay Loam
- wIt,.. g,..avel
Fz (moist when thawed)
2-
GEOLOGY
3- v moist
f
4-
Gray Clay Loam
- low plasticity
mo i s't
5
End of Boring - No ReFusal
. Bore hole immediately back-
Filled with cuttings
-
l
I
WATER LEVEL MEASUREMENTS
. DATI TIM.
"MPLED CASING
DEPTH DEPTH
CAVE-IN DRILLING W~TlR
DEPTH MUD LlVEL LlYEL
. 1 P'eb 3: 15
I
Non.
5'
4'
4692 Dakota St Sta 21 +25 5' L t
SAMPLE LAB & OTHER TESTS
N W8
N TYPE R W 'DENIs:t:
N
FA
N
v
DRILLING DATA
ere. Chief: ~
".lhod:.,.D" Pn..... Fllaht: Aua.r
r B -15;! Mab 11. 0... t,lU....
80Itng Completeet. 1 February 1989
)
I-\LLII:IJ ,I C.~I LlnIL"'I~U \"UMt'AN'
LOG OF BORING
PROJECT: 89012 - Street Improvement Proiect 89-11. Prior Lake. Minnesota
DEPTH SURFACE ELEVATION:
IN
FEET / DESCRIPTION AND CLASSIFICATION
2'.....,Asph.l tic Concrete Surfec ing
". Ok Brown Gravelly Loamy Sand
Fz (mo1et when thawed)
1-
Lt Brown Loamy Sand to Sl Plea"
tic Sandy Loam (A-1-b)
w/some gravel
2-
moi.t
3.
4-
5.
End af Barin; - No Refusal
Bore hale immediately back-
filled with cuttings
WATER LEVEL MEASUREMENTS
NO: 11 St:a 14+00. 5' Rt
Colarado St
SAMPLE LAB & OTHER TESTS
GEOLOGY N WB '
II TYPE -" W -DE~~ : G....detion
N
FA
See IreD
t'<P Repart
89026
13.?X
Paee
#200
N
v
DRILLING DATA
-
SAMPLED
DE"'"
5'
CUING
DEPTH
CAVE.IN
DEPTH
DR.WNG w~,...
MUD LEVEL LEVEL
None
Cr.. Cblef: ~
".'bOd:..R" Power "1 t ah't: Autt_r
t8-~~ Mabil. arllll-
, DATI
n... .
1 Feb
3:45
~"
IoMgComplelM: 1 February 1989
ALLIED TEST DRILLING COMPANY
PROJECT: 89012 - Street ImDrovement Pro1ect 89-ll" Prior take. Minnesota
Duluth Ave SE
91:. 3+25, 5' Lt"
LOG OF BORING
NO: 13
, I SAMPLE
GEOLOGY. N W8 -
". TYPE
N
FA
,
LAB a OTHER TESTI
R W -DEt4~t Gradation
DEPTH
IN
FEET / DESCRIPTIONANDCLASSIFICATION
2"....A.gh.ltie Concrete SurF.eing J
. _ Red-Brown Loamy Sand to 61 PIa -
tic Sandy Loam
1- wlsome gravel (A-1-b)
Fz (moiet when thawed
SURFACE ELEVATION:
ftP
2-
See ~ IwU
Aeport
89026
13.71 pass
#200
moist
3.
4-
5.
N
y
End of Borin; - No AeFusal
- Bore hola immediately back-
Filled with cutting_
-
-
WATER LEVEL MEASUREMENT.
DRILLING DATA
DATa nM.
SAMPLID CASING CAVE-IN DRIWNG WA.TlII
DE"'" DI"" DE"" MUD ...-VIL ...-va
I
5' ~" Nan.
,
Cr.. Chlet t4fID
".thod:..I" PQll.lr- F 1 I ahi: Aua_,..
(I!!I-~~ Mabll. a,.t, Ul..
., ".ta .4 . ",.,
80tIng eo..pIetect 1 F.bru.ry 1989
ALLII:U II:~.I UHILLIN(j \;UMPANY
DEPTH SURFACE ELEVATION:
IN
FEET / DESCRIPTIONANDCLASSIFICATION
2"..,A.ch.ltic Concrete Su,......cini
. _ Brown to Aed-S,..own Lo.my S.nd Io
91 Pla.tic Sandy Loam
1- w/e lit'tle'g,...vel (A-i-b)
r.the,.. .ilty
_ Fz (moi.t when th.wed)
PROJECT: 89012 - Street Imgrovement Pro1ect 89-11" Prior take" Minnesota
Duluth Ava., Approx
350' South-.~ Ple..,nt
SAMPLE LAB a OTHER TEITa St
GEOLOGY N W8
N lYPE " W DE,.f~: GradatIon
N
FA
LOG OF BORING
NO:
15
2-
~ See ITCO
AepoM:
891::kc.
13.'11
petI. #c.uu
m~i.'t
3-
"
4-
s.
N
'I
End of Boring - No Aefu..l
-
.
.
- Bore hole immediately back-
'illed ~ith cutting.
-
-
-
-
-
~
- DAft
"II.
WATER LEVEL MEASUREMENTS
IAM~LlD CAIING CAYE.IN DR'WHG WATI"
DI"" DlPTM DI"H MUD LeVIL . UYlL
I I I I
DRILLING DATA
. ~ ar.b
I
11 : at. 5 '
~"
I I
I Nan.
Crew Chief: M.B.e
".,fMMt...&" P9we,. f:\ lah~ Auaer
tfJ-!!1!! MgJiLU.. ""U 1 L
BorIng Completed- 2 Febru.ry 1989
)
ALLIED TEST'DRILLING COMPANY
LOG OF BORING NO: 17
DEPTH SURFACE ELEVATION:
IN
FEET / DESCRIPTION AND CLASSIFICATION
~t.~.phaltic Concrete SurFacing ,
'. Brown Sl Pllleti c Sandy Loam
S" w/sorne gravel, rather silty, Fz (moilJt when thElwed
1- Brown to Red-Brown Plastic Fin4
Sandy Loam (A-4)
Fz (moist to v moist when thawtd)
PROJECT: 89012 - Street ImDrovement Proiect 89-11. Prior Lake ," Minnesota
AB~: ~t'JOI~SE
SAMPLE LAB I OTHER TESTS
GEOLOGY N W8
No . TYPE - R I w -DE~~t:-
N .
F~
2.
1
1
L
L~
L'
L
~
!
I
I'
moist to v moist
3.
4-
Brown Clay Loam (A-B)
_ (.and Fraction i.' Fina)
moiet
5.. If t ";'m
End of Boring - No ReFusal
N
,/
Bore hole immediately back-
filled with cuttings
r-
i
..
~
,.....
.
,....
,.j
. OATI
~ tre"
..
WATER LEVEL MEASUREMENT8
. DRILLING DATA
"'II.
IAMItLID CASING CAVE-IN DRIWHO WAft..
DI"" DIPTH DEPTH MUD LaV&L LhlL
!St I 4te" I Nan_
Crew Chlet Mtm
Melhod:..I" PQ.!lIr- "llah~ Au~.r
re-~~ M~. DrlllL-
..
BorIng Comple'tct 2 Februer:t 1989
I....
ALLIED TEST DRILLING COMPANY
PROJECT: 89012 - Street ImDrovement Proiect 89-ll., Prior Lake., Minnesota
Color-ado 91: 91!
~R 1~+~5. S' At-
- GEOLOGY N WI SAMPLE LAB a OTHER TESTS
II TYPE .. W -DE~kc-
N
FA
.
LOG OF BORING
DEPTH
IN /
FEET DESCRIPTION AND CLASSIFICATION
2""rAsDhal tic Concr"ete SUr"facing .I
o. Gray-Ok er-own Loamy Sand to
Sl Plastic Sandy Loam
1- wi_ little srevel (A-i-b)
rather- silty
. Fz (moist when thawed)
SURFACE ELEVATION:
w/some gr"'avel
2.
3.
Brown to Lt er"'own 51 Plastic
Sandy Loam
w/tr- gr-avel
4- rather silty
moiet
5..
End of Boring - No ReFu.al
Bore hole immediately back-
Filled with cuttIngs
r
-
-
WATER LEVEL MEASUREMENTS
NO:
2.rr.b 11:30
~ t
5'
4'6"
CAVE-IN DII'WNO WATlR
DE"" MUD LaVaL LavaL
DAft "...
aA"~LID
DEPTH
CAli NO
DIPTH
...
-
I None
19
.. 0
::)ee J. I wu
~eport
:39026
13. '7X pess
'1200
N
,/
T T T
DRILLING DATA
Crew Chief: am.a
".tl'MMf:~tt Pn..,.. "llah~ AuCl.,.
rB-!5~ MaIUJ,ft rlr-,l Ul-
BotIng Complelect 2 Febru.r~ 1989
ALLIED TEST'DRILLING COMPANY
LOG OF BORING
PROJECT: 89012 - Street ImDrovement Pro1ect 89-11.. Prior Lake.. Minnesota
Dakota 5t.~5/d~~
Sta. II 1-, -. - .
21
DEPTH SURFACE ELEVATION:
IN
FEET / DESCAIPTIONANDCLASSIFICATION
2"'.,Asphelt:lc Concret:e Surfeclng ~
,.3rown G~Bvelly 51 Plastic Sandy
~Loam Fzemoist when thawed)
1 t!r-ay-b~own Loam wI a little g-avel
.~Fz (maist when thawed)
. more p-l..tic
_ ..JiiIrav to p~eeh
Lt B~own 81 Plastic Sandy
2. Loam
w/.ome e~evel
· r8the~ silty
Fz to 3'* (moist when thawed)
3-
4-
-
5..,
:
6
Brown Plastic Sandy Loam
_~~ ~R~~l - mpf.~r Mo~~lRd
End of Bo~lne - No AeFu.el
- Bore hole immediately back-
filled with cuttings
-,
.L.
L
..
.
r
WATER LEVEL MEASUREMENTS
NO:
SAMPLE LAB . OTHER TESTa
CEOLOGY N WI
II- TYPE R W -DEN~C-
N
FA
'l
, .
DRILLING DATA
, ,DAft 11...
~I)F.b 11: 00
~
CAVE-IN DRILLING w~,..
DE"" MuouvaL UVIL
5k' Non.
I
lAM PLED
DIPTH
CAIING
DI.......
s'f.F
....
Crew Chief: MBB
UetMd: 4:" e.a.,r- Fit aht: AUCl8r-
IlorIlllI Complel~ 17 Februery :1989
/
lIto
INSTANT TESTING COMPANY
4000 BEAU C' RUE CRIVE
EAGAN, MINNESOTA 55122
Phone 454-3544
FOR: CITY OF PRIOR LAKE
C/O: Allied T_t Drilling CoIIpany
GRADATION, LIQUID . PLASTIC LI"IT
TEST REPORT
LABORATORY NUttIER: 89020 t.hru 025
:~
, ,~
ALLIED PIOJECT: 89012
SUB"ITTED BY:. pH, Allied Test Drilling eo.pany
AUTHORIZED by: Bruce Loney & pH
GRADATION LAB .
DATE S,,"PLED:
~Sm
1/2M
3/8"
.4
110
.20
.40
180
.200
89020
02/01
l-PASSum
100
97.5
94.7
90.2
82.9
59.8
41.0
89021
28
15
13
A-6
Sandy Cla,
Lou...! ?l
89020 . 021 ~~ntative of:
Boring 3, 8" to 5'
Boring 4, 9" to 5'
Boring 5, 1-1/2' to 5'
89022 & 023 repnesentative of:
Boring '8, l' to 5'
Boring '10, l' to 4'
COHPANIOH LAB .:
Uquid Li.it:
Plastic U.it:
Plasticity Index:
MSHTO Soil Claa:
Visual Soil Cl..:
r-
CHARGE CODE: 4 - '314, 3 - 1308
r-
i COPIES TO: A~ Test Drillina C~nL..
-t
022
02/01
, PASS US
100
98.6
94.1
87.2
76.7
51.8
35.9
023
27
17
10
A-4
Sandy Cla,
I.gg
Signed
.~
If
024
02/02
I PASS,IHO
026
02/01 & 02
, PASSIl!i
100
87.9
75.9
62.0
45.5
24.1
13.7
100
98.7
96.2
92.2
81.3
69.5
027
could not be
deterained
ncn-pwtic
A-l-b
l.OlI.y Sand
../GrU!Il
89024 & 025 representative of:
Boring 116, l' to 3-1/2'
89026 & 027 rep~ntative of:
Boring Ill, l' to 5'
Boring 113, l' to 5'
Boring '19, 1-1/2' to 3'
Boring 114, 2" to 3'
Boring '15, 2' to 5'
025
34
19
15
A-6
Clay Loa.
,~G.
G. J. Kopacek Professional Engineer. Registration No. 7254
\