HomeMy WebLinkAbout02- Sime Construction Contract Agreement
CONTRACT.MRG
CONTRACT AGREEMENT
THIS CONTRACT AGREEMENT is dated as of the 12th day of November
in the year 2002 by and between CITY OF BOZEMAN hereinafter
called OWNER and Sime Construction, Inc '.._,~ hereinafter called
CONTRACTOR.
OWNER AND CONTRACTOR, in consideration of the mutual covenants
hereinafter set forth, agree as follows:
Article 1. WORK.
CONTRACTOR shall complete all Work as specified or indicated in
the Contract. The Project Work is generally described as
follows:
1.1 ~~Westlake Park Storm Drain Improvements": Installation of
approximately 250 LF of storm drain pipe and 2 manholes as shown
on the attached plan sheet 1 of 1.
Article 2.
CONTRACT TIME.
2.1 The Work will be completed within 30 calendar days after the
date the written notice to proceed is issued. Final payment will
be withheld until final completion and acceptance of the work as
stipulated in this Agreement.
Article 3.
CONTRACT PRICE.
3.1 OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents the sum (subject to
adjustment as provided in the Contract Documents) of twenty-one
thousand four-hundred and nO/100 Dollars ~~1,400.00 ).
Article 4.
PAYMENT PROCEDURES.
CONTRACTOR shall submit applications for payment in accordance
with the Montana Public Works Standard Specification, Fourth
Edition General Conditions. Applications for payment will be
processed as provided in the General Conditions.
4.1 Payment. Upon satisfactory final completion and acceptance
of the Work in accordance with the General Conditions,
OWNER shall pay the full contract price.
1
4.1.1 Measurement and Payment. Payment for the work
satisfactorily completed in accordance with this contract
shall be made on a lump-sum basis.
4.1. 2
No item that is required by Contract for the proper and
successful completion of the Work will be paid for
outside of or in addition to the prices submitted in the
contract. All work not specifically set forth as a pay
item herein shall be considered a subsidiary obligation
of the CONTRACTOR and all costs in connection therewith
shall be included in the contract price.
Artj,Ql~.;;....__.__.<;::pNTRACTOR I S REPRESENTATIONS.
In order to induce OWNER to enter into this Agreement, CONTRACTOR
makes the following representations:
S.l CONTRACTOR has familiarized himself with the nature and
extent of the Contract Documents, Work, locality, and with all
local conditions and federal, state and local laws, ordinances,
rules and regulations that in any manner may affect cost,
progress or performance of the Work.
5.2 CONTRACTOR has studied carefully all reports of
investigations and tests of subsurface and latent physical
conditions at the site or otherwise affecting cost, progress or
performance of the Work.
5.3 CONTRACTOR has made or caused to be made examinations, and
investigations as he deems necessary for the performance of the
Work at the contract price, within the contract time and in
accordance with the other terms and conditions of the Contract
Documents, and no additional examinations, investigations, tests,
reports or similar data are or will be required by CONTRACTOR for
such purposes.
5.4 CONTRACTOR has correlated the results of all such observa-
tions, examinations, investigations, tests, reports and data with
the terms and conditions of the Contract Documents.
Artj,.gJ~_2_c.,..<;::_ONTRACT DOCUMENTS.
The Contract Documents which comprise the entire agreement
between OWNER and CONTRACTOR as attached to or referenced in this
Agreement, are made a part hereof and consist of the following:
6.1 This Agreement.
6.2 Certificates of Insurance and Performance and Payment Bonds.
2
6.3 Montana Public Works Standard Specifications (MPWSS), Fourth
Edition, with addendums, and as further amended by the City
of Bozeman Modifications to MPWSS (by reference) .
6.4 Notice to Proceed.
There are no Contract Documents other than those listed above ln
this Article 6.
The Contract Documents may only be altered, amended or repealed
by a modification (as defined in the Montana Public Works
Standard Specifications, Fourth Edition, General Conditions).
Ar.t:.:i.g:),e 7. GENERAL REQUIREMENTS.
7.1 Contractor Use of Premises. The CONTRACTOR shall confine
his operations at site of the proposed work to within the right-
of-way or construction easements provided.
It shall be understood that the responsibility for protection and
safekeeping of equipment and materials on or near the site will
be entirely that of the CONTRACTOR and that no claim shall be
made against the OWNER by reason of any act of an employee or
l._.L'eSpa8~~el.. .1 ~ ~lic.t.ll. i.),-<" .l", l,~.)~ tl~,~'c, 'llil~~....~~,_,_ ~j l...'-...i'__I'_.l Li1ctL.~ ~,'J.~,.jLi.-.i_~_.t C.1.~"iY.
occasion arise necessitating access by the OWNER to the sites
occupied by these stored materials and equipment, the CONTRACTOR
owning or responsible for the stored materials or equipment shall
ic-mnediately .cernovc :3::',:,,:::, J': ;",o+-.y," : . 1" '.:'c'd
upon any private property until the property OWNER has agreed in
writing to the location contemplated by the CONTRACTOR to be used
for storage.
7.2 Protection of Existing Structures. The CONTRACTOR shall be
solely responsible for locating all existing underground
installations, including service connections, in advance of
excavating or trenching, by contacting the OWNERS thereof and
prospecting. The CONTRACTOR shall use his own information and
shall not rely solely upon information shown on the drawings
concerning existing underground installations. The CONTRACTOR
shall repair all damage to existing utilities or property at his
own expense. The CONTRACTOR shall, at a minimum, call the "One-
Call" utility locate system (Phone; 1-800-424-5555) at least 72
hours in advance of starting construction.
Where excavation will be required adjacent to existing struc-
tures, the CONTRACTOR shall be solely responsible to maintain the
structural integrity of the existing structures. The CONTRACTOR
shall take whatever means necessary to insure that the existing
structure is not damaged and if necessary shall install sheet
piling. The CONTRACTOR shall repair all damage to the existing
structures at his own expense. Any fences destroyed during
3
construction shall be repaired to the satisfaction of the
property owner. Any delay, additional work, or extra cost to the
CONTRACTOR caused by existing underground installations shall not
constitute a claim for extra work, additional payment or damages.
7.3 Protection of Existing Mailboxes, Curbs and Gutters and
Driveways. The CONTRACTOR shall take whatever means necessary to
insure that the existing mailboxes, curbs and gutters and
driveways are not damaged during construction. If it is
necessary to remove or disturb mailboxes during construction, the
CONTRACTOR shall repair and restore the mailboxes at his own
expense to the satisfaction of the property owner. Any curb,
gutter, or driveways damaged during construction, not noted to be
replaced on the drawings, shall be replaced by the CONTRACTOR at
his own expense.
7.4 Surface Drainage. Water from such sources as surface
runoff, dewatering and flushing of water lines during project
construction shall not be allowed to enter into drainage ways or
open areas that will cause flooding of existing structures,
street intersections, or lawn areas.
7.5 Work Sequence. The CONTRACTOR shall schedule the work to
minimize inconvenience to the OWNER and to adjacent property
',..,,~\/rlt:.~l.;':; c..~i.icl tel ini:ni(nizc i.~,\
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shall include minimizing obstruction to local traffic especially
on dead end streets. Work shall be scheduled so as to minimize
disruptions to local mail delivery. Close coordination will be
required betwepT1 the CCY"J'T'T~ i'\CTO'~ (,.,,'''"T'''' : ".y",r;".' 'T"-,' .: -1 i ty
service companies such as power, gas, telephone, and video shall
be contacted at least 72 hours in advance of when locating of
services will be required.
Article 8.
Warranty and GuaralJJ._~_~_
8.1 CONTRACTOR warrants and guarantees to OWNER that all Work
will be in accordance with the Contract Documents and will not be
defective. Prompt notice of all defects shall be given to
CONTRACTOR. All defecJ::;;i;"y.~ Work, whether or not in place, may be
rejected, corrected or accepted as provided in the Montana Public
Works Standard Specification, Fourth Edition (MPWSS).
,brticle 9.
Traffic Control.
9.1 The CONTRACTOR shall conduct his work so as to interfere as
little as possible with public travel, whether vehicular or
pedestrian. Whenever it is necessary to cross, obstruct, or
close roads and walks, the CONTRACTOR shall obtain approval of
such actions from the County or Montana Department of
Transportation and shall provide and maintain suitable and safe
4
lighted detours or other temporary expedients for the
accommodation of public and private travel in accordance with the
current edition of the Manual on Uniform Control Devices for
Streets and Highways (MUTCD). The CONTRACTOR shall not occupy
the work site or initiate construction until all traffic control
provisions are in place and the OWNER has been so notified.
9.2 Safety Provisions. Safety provisions must be entirely
adequate and meet with City, County, State and Federal
regulations to protect the public on these streets and roads.
9.3 Barricades and Lights. Prior to the start of construction
across roads or walks, all construction permits shall be
obtained, utility companies notified, and traffic patterns,
signing, location of flagmen, barricades and other safety
measures arranged. Providing and maintaining safety barricades,
and other work site safety measures shall be the responsibility
of the CONTRAC,TQR and shall be included in the contract price.
The CONTRACTOR shall cooperate and coordinate his methods with
the OWNER'S traffic control plans prior to the disruption of the
normal flow of any traffic.
All open trenches and other excavations shall be provided with
suitable barriers, signs, and lights to the py~pnt th~t adp~uate
pl"oteccion i'3 pruVHJ.ccU CU Lilt:, puiJ-Lj.,--:. ui.xotL"L.'---Liuns, ,3 LlCIl ClC;
material piles and equipment, shall be provided with similar
warning signs and lights.
All 1>~,':'1..~" '_"'~_"
warning lights from sunset to sunrise.
alongside public streets and highways
similar warning signs and lights.
l';.,<:,:~', ~ L.~::; cJf
Materials stored upon or
shall be provided with
All barricades, signs, lights and other protective devices shall
be installed and maintained in conformity with applicable
statutory requirements and, where within railroad and highway
right-of-way, as required by the authority having jurisdiction
thereover.
Work performed within property under the OWNER'S jurisdiction
shall have all barricades, signs, lights and protective devices
installed and maintained.
Article 10 STATE LAWS A.l'IQ_.--R.KGQJ;"ArJOl'l~._'_
10.1 All applicable laws, ordinances and the rules and regula-
tions of all authorities having jurisdiction over construction of
the project shall apply to the contract throughout.
10.1.1 MONTANA CONTRACTOR REGISTRATION REQUIREMENTS No bids
will be considered that do not carry the Bidder's Certificate of
5
Contractor's Registration number on the envelope containing the
Bid and on the Bid. Information pertaj.ning to the Montana
Contractor Registration requirements may be obtained from the
Montana State Department of Revenue, Helena, Montana. (1-800-556-
6694)
10.1.2 ADDITIONAL CONTRACTOR LICENSE FEE (MONTANA CONTRACTORS
GROSS RECEIPTS TAX) In accordance with Title 15, Chapter SO,
MCA, the Owner shall withhold, in addition to other amounts
withheld as provided by law or specified herein, 1 percent (1%)
of aJ.l payments due the Contractor and shall transmit such moneys
to the Montana Department of Revenue.
10.1.3 The CONTRACTOR'S attention is called to the Industrial
Accident Insurance laws in force in Montana and to the
responsibility of the OWNER for the collection of premiums
thereunder. The CONTRACTOR'S compliance with said laws is
required and shall relieve the OWNER of any responsibility for
payment of premiums thereunder and shall furnish the OWNER with
satisfactory evidence showing that all premiums arising from this
contract have been paid before payment is made on the final
estimate.
10.1.4 LOCAL LABOR Contractor shall give preferenco to the
employment of Montana residents in accordance with applicable
portions of Title 18, Chapter 2, Part 4, MCA.
10.1.5 PREVAILING WAGE RATES On all projects and contracts with
the Owner, CC,:'LC~:":L.O:C and all ,,;UDCO:-ltL 't;,.::; ;;hall pa'y' for all
labor employed the standard prevailing rate of wages. The
standard prevailing rate of wages as used herein means that
standard prevailing rate of wages in the locality where the work
is to be performed as determined by the Montana Commissioner of
Labor pursuant to MCA 18-2-402 and as bound herein. The
Contractor and subcontractors are directed to the Montana
Commissioner of Labor for information on the standard prevailing
rate of wages applicable to this contract within this area.
Article_.__:1.1,.PERFORMANCE AND p~XM.E;NT_~Qt:-T.RQ---'-- The CONTRACTOR shall
furnish a Performance Bond and a Payment Bond in favor of the
OWNER each in an amount equal to one-hundred Percent (100%) of
the Agreement amount.
A:t:.ticle 12. I NSURANc:?-'--. Without limiting any of the other
obligations or liabilities of the CONTRACTOR, CONTRACTOR shall
secure and maintain such insurance from an insurance company (or
companies) authorized to write insurance in the State of Montana,
with minimum "A.M. Best Rating" of B+, VI, as will protect
himself, his subcontractors, the Owner and their respective
agents and employees from claims for bodily injury, death or
6
property damage which may arise from operations and completed
operations under this Agreement. Such coverage shall be written
for claims arising out of all premises/ operations, sub-
contracted operations, products/completed operations, and all
liability assumed by the CONTRACTOR under any contract or
agreement. CONTRACTOR shall not commence work under this
Agreement until such certified copies of the insurance policy
shall have been filed with the OWNER.
All insurance coverages shall remain in effect throughout the
life of the Agreement.
Each insurance policy shall contain a clause providing that it
will not be cancelled by the insurance company without 45 days
written notice to the OWNER and Engineer of intentj.on to cancel.
The minimum amounts of such insurance coverages being as per
Section SC-5.04, Supplementary Conditions to the General
Conditions, Montana Public Works Standard Specifications, Fourth
Edition, and included herein;
7
III
s.C.::.j~^Q,:L CQ~TIL~.CTOR'5 LIABILIT'(jNSJ1B.tv:rCE
.
Acid th~ follc)\\:rng new paragr:J.ph:; imrndiQt~ly after Paragraph 5Jl4.B:
.
c
The limits of liability for the insurance required by Paragraph 50.:.L of tn:: (ienercli
Conditions shall provide coverages for not less than the following amounts or-
greater wh:::re required by Law or' Regulations:
IJ
1. \Vorkers' Compensation, etc. under Par<1grapns 5.04.1 and 5.04.2 of th,~ General Con~
ditions.
.
<1.
b.
c.
State
Applicable Federal (e.g. Longshoremans)
Employer's Liability
.
St<1tutorv
Statutory
5500.00000
.
2. CONTRA.CTOR's Liability Insurance under Paragraphs 5.04.A.3
through 5.04. A.6 of the General conditions which shall also include
completed operations and product liability coverages.
a
b.
c
d
e
:':\Mf"W00810.o0C
:;J,10819B
.
GENeRAL AGGRECJATE
.
53.000.000.00
Products-Com Dieted
ations Aggregate
S 3 .000.000.00
.
Personal and Advertising
Injury
S I.ClOO.OOO.()()
.
Each Occurrence
(Bodily Injury and
Property Damage)
n
S 1.CJOO.OOO.OQ
.
Coverage will include:
1.
.
'I
Premises - Operations
Operations of Independent Contractor
Contractual Liability
Personal Injury
Products and Completed Operations
Broad Form Property Damage will include explosion, coll:1pse, blasting
and underground where applicable.
Per Project Aggregate Endorsement
II
3.
II
:!
5.
6.
7.
II
-
8
00310-5
-
I
J.
Autornobil", Liability under P:.lragraph 5.(Y:A.6 of the General Conditione;:
I
.,
~
Bodilv 1nl1U::Y:
Each Person
Each Accident
SJ . OQO, OOC!, Cl(}
s'!J2DO. OOD . Ofl
I
I
Propertv Damage:
Each Accident
5.1 . ClOO. ClDD . on
I
(or) b.
Combined Single Limit
SJ .000. ClOD. C)(~
I
Coverage to Include:
1.
!
All Owned
Hired
Non-Owned
3.
I
I
4. CONTRu..CTOR'S Liability Insurance under 5.04.A.3 through 5.04..4.6 may be satisfied by
prima.ry insurance or a combination of primary and excess or umbrella insurance. Primary
occurrenCt~ limit cannot be less them S 1 ,C1()(),COO.ClO. D:::dU'~,;tJk not CU exc~ed SS,OOO.OO per
OCCllrrence on properlY dumage.
I
..
>.
"
:.) .
Add a new paragcaph at the end of P3ragraph S.04.B.I of the General Conditions as
follows:
I
I
The CONTRACTOR'S insurance coverage shall name the O\Vl'TER, and ENGI-
NEER and Engineer's Consultants as 2n additional insured under Commercial
General Liability, Automobile Li<.1bility. Excess or Umbrella polices.
I
6.
The Contractual Liability coverage required by Paragraph 5.04.BA. of the General
Conditions shall provide coverage for not less than the following amounts:
I
Each Occurrence
Aggregate
S 1 ,OOO.DOO.OO
53.000.000.00
I
SC- 5.04.B.;5 CANCE.LATfON NOTICE
I
Amend paragraph S.04.B.5 of the General Conditions by striking out the words "30 days"
and replacing t.hcrn with the words "45 days" and as so Jmendecl parJ.graph 5.04.B.S
remains in effect.
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A:\MPWQ081000C
04/03/98
9
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be:r:.!: :L.c:J,,~"_.;J,J----,--------f.'1J S C E L LANE 0 US.
13.1 Terms used in this Agreement which are defined in the
General Conditions shall have the meanings indicated in the
General Conditions of the Montana Public Works Standard
Specifications, Fourth Edition.
13.2 This Agreement and all of the covenants hereof shall lnure
to the benefit of and be binding upon the OWNER and the
CONTRACTOR respectively and his partners, successors, assigns,
and legal representatives. Neither the OWNER nor the CONTRACTOR
shall have the right to assign, transfer or sublet his interest
or obligations hereunder without written consent of the other
party. The Owner reserves the right to withdraw at any time from
any subcontractor whose work has proven unsatisfactory the right
to be engaged in or employed upon any part of the Work.
13.3 In the event it becomes necessary for either party to this
Agreement to retain an attorney to enforce any of the terms or
conditions of this Agreement or to give any notice required
herein, then the prevailing party or the party given notice shall
be entitled Lo reasonable aLtorney's fees alld costs, including
fees, salary, and costs of in-house counsel.
13.4 Any amendment of modifications of this Agreement or any
provisions herein shall be made in writing and executed in the
same manner as this original document and shall after execution
become a part of the Agreement.
13.5 The CONTRACTOR hereby agrees to indemnify, defend, and hold
the OWNER harmless from all claims and liability due to the
activities of CONTRACTOR, their agents, employees, or both, In
performing the work required.
The CONTRACTOR is and shall perform this agreement as an
independent contractor, and as such, is responsible to the OWNER
only as to the results to be obtained in the work herein
specified, and to the extent that the work shall be done in
accordance with the terms, plans and specifications. The
CONTRACTOR shall have and maintain complete control over all of
its employees, subcontractors, agents and operations, being
responsible for any required payroll deductions and providing
required benefits, such as, but not limited to, workman's
compensation and unemployment insurance.
10
IN WITNESS WHEREOF, the parties hereto have executed this
Agreement the day and year first above written.
6/;fr c~:ft/ ~C-;
(Contractor) -.----~
By --c7J~M ~
Titlef!- r
Montana Contractor Registration Number
5'357'7/
SEAL AND ATTEST:
, c "";) ;7 ,
L< _." , ...-~- ...:--€:..,':"'
,_,._.._(~!:y~.~o zeman
(Owner)
.-\ \
By
Title
City Manaqer
::UJ;7~
Title
, _~1 e r 1';",__9L_~Qml].~s.s_~q}}
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'2=3J S(ALE: NONE
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NOTE; WrlERE TRENCH PASSES TIIROUGH EXISTING PAVWENT
TI-iE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL
LINE A MINIMUM OF 12- (30cm) FROM THE EDGE OF THE TRENCH
OPENING. 'M-iERE NEAT UNE IS LESS mAN 3' (O.9m) FROM EDGE
OF EXISTING PAVEMENT OR CURB AND GUffiR SECTION,
REf,.IOVE AND REPLACE ENnRE PA\!Ef,.IENT SECTION BETWEEN
TRENCH AND EDGE OF PAVEf,.IENT.
EXISTING STREET SURFACE
rt2"PO em) "'Nl
>.
BACKSLOPE AS SPECIFlED
TO CONFORM TO O.S.H.A.
REGULA TIONS.
TYPE -A-,-B". OR 'c
TRENCH BACK~lLL
TYPE I PIPE BEDDING
PLACED IN 6-(15cm) f,.IAX.
LAYERS AND CUf,.IPACTED
THOROUGHL Y.
TYPE 2 PIPE BEDDING
Yvl-'ERE REQUIRED FOR
SOrT OR UNSTABLE
FOUNDATION
VERTICAL TRENCH WAllS I'11TH
SHORING TO CONFORf,.I TO O.S.H.A.
REGULA nONS.
- SUBGRADE OR GROUND
SURFACE
INSTALL DETECT ABLE
WARNING TAPE 18"(4Scm)
MAX. DEPTH
(OPTIONAL)
SLOPING, BENCHING OR
SUPPORT SYSTEMS IN THiS
AREA TO CONFORM TO
O.S.H.A. REGULATIONS.
~-
SELECT TYPE I BEDDING
MATERIAL PLACED
IN 6-(lScm) LAYERS &.
COMPACTED AS SPECIFlED
IN SrCTlQN 02221.
TREND1 't\\DTH~D.D. Of P1P( PlUS 2'(6Dcm)
MIN. TRENCH Yl1DTH., ,3,S'(1.1m)
/,
~.
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· SEE O.S.H.A. CONSTRUCTlON STANDARDS
FOR EXCAVATIONS.
CITY OF BILLINGS
STANDARD SPECIFICATIONS
-'1IlI.:
T"'''I'~r~_
REV1SER 12/27/95
SCALE:
NONE
STANDARD DrlA'fr1NG
TYPICAL U r1L1TY TRENCH DETAILS
NO.02221-1
~
~_._,"'~
"-
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It is recognized tha t na tive ma terials which may be used for pipe
bedding vary v.idely from area to area. Therefore, the following is
offered as an alterna te to the TYPE 1 pipe bedding specifica tion
in Section 02221: TRENCH EXCAVATION AND BACKFILL FOR PIPE-
UNES AND APPURTENANT STRUCTURES. This altcrna te shall be used
only if called for in the Special Provisions. It must be emphasized
that no specification should be used without the engineer's
evalua tion of the particular situa tion.
TYPE 1 PIPE BEDDING Type 1 pipe bedding, imported or
na turally occurring on site, shall be gra vel, gra vel-sand
mixture, or sand. The ma teria I shall be well graded and
shall conform to the requirements [or soil type GW (gra-
vel. well graded) or SW (sand, well g{raded) of the Uni~
lied Soil Classifica tion System (UseS) as delinea tcd in
ASTM D24B7 except, a t the discretion of the engineer, the
material may contain up to a maximum of 12 percent
passing the 200 sieve provided the plasticity index of the
material is 6 or less. The maximum size gravel shall be
3/4-inch. The coefficient of uniformity for gravel shall be
4 or greater and a coefficient of curvature between 1 and 3.
Sand shall ha ve a coefficient of uniformity of 6 or greater
and a coefficient of curvature between 1 and 3. Type 1 bed-
ding shall consist of a minimum of 4 inches(lO em), or l/B the
outside diameter of pipe, whichever is greater. bedding
ma terial under the pipe; and the bedding rna terial around
and over the pipe to a point a minimum 6 inches (15cm) above
the top of the pipe unless specified otherwise in the Special
Provisions.
The coefficient of uniformity.is
at 60% passing to the grain Slze
defined as the ratio of grain size diameter
diameter at 10% passing expressed as:
060
Cu =
010
The coefficient of curvature is defined as the position of the square of the
grain size diameter at 30% passing to the product of the grain size diameter
at 10% passing times the gr8.in size diameter at 60% passing expressed as:
( 030 ) 2
Cc =
0'0 X 060
Where the naturally occurring material contains voids which would allow
migration, sand bedding material shall not be used.
Bedding ma terial under and around the pipe to 6 inches (15cm) above the
top of the pipe shall be placed by hand or other careful manner so as not to
disturb the pipe, in maximum layers of 6 inches (15cm) and compacted to a
minimum of 85% Standard Proctor ASTM D69B R, AASHTO T-99. Special care shall
be teken to assure complete compaction under the haunches of the pipe.
Backfill ma terial shall be placed in the trench for its full width on each side
simultaneously. Wa ter settling of this portion of the trench ,yjll not be allowed.
The addition of wa ter shall be limited to tha t required for optimum moisture
for maxim urn compaction of the ma terial.
REVlSEO: 12/27/95
MONTANA PUBLIC WORKS
.STANDARD SPECIFIC^ TIONS
STANOARD DRA\\lNG
SCALE:
PIPE BEDDING ALTERNATE
NONE
NO. 02221-2
, .
Standard costing &. cover
t
Adjustable rings,
2" min., 12" max.
t:
.
~
":
N
N
......
N
"' 0
c
.9 ~
u 0..
., ~
"'
.r;;, .3
0> "'
c: C
~~
t> 0
:D~
.~ ~
o 0
> ~
0> c:
C 0
'j(j E
" .,
N
1:) 0
~ 0)
'5 -
u 0
.,
....:!;-
~D
.,
.,
Vl
II
~
~
.1
Oia. of
CITY OF BOZEMAN
. STANDARD DRAWING
I
sfwer
SCALE:
NONE
Frome and cover to be either Caird No. :'2441, MCI 305 frame
305A cover, or IFCO 772 frome, 772-8 caver. Covers shall hov'e
1- pick holes.
Flo t slob cover
NOTE: All joints between manhole sections,
manhole ring &. top section, and around
sewer pipe into manhole shall be water-
tight. Jointing material sholl be . Ram~Nek"
or equal for all joints except between
sewer pipe and manhole wall.
at
1 fi centers
Precast reinforced concrete manhole riser
and cover manufactured in accordance
with ASTM designation C-478.
Cutouts os required
As required
0/
"il
~"
A
Channel
dia. of pipe
Precost or paured-in-ploce base.
Poured-in-place bose, minimum
concrete thickness below pipe is
8 inches. Precast bose, minimum
thickness is 6 inches.
Radius of --,
manhole
~.. t' poo<'_.
~ 10 h"'"
po,..~. ...~~
_ ~.~ _ .r-...... - prr
.'
NOTE: Storm drain manholes sholl
not hove formed channels and the
lowest pipe invert ShOll be g" higher
than bottom of manhole.
SECTION A-A
STANDARD STRAIGHT
MANHOLE
NO. 02722~2
Revised
Jan. 1997
.I.~..'
-
0,0.
REINFORCING
I'~ . , . .
._ .. . till
If. . ~
'. ". .. ..
F'. , r.
.. ..' ..
6'
Y5CI'1)
',1
I
~ .tII' . ... .
t
I
SIZE O,D, REIN. \./T,
48' 64' 114eS' 167511
EACH \lAY
<l22cn) <l63cl'1) (#4e20CM) C760kg)
a 54' 71 ' 1I4eB' 412511
EACH \lAY
<l37cM) <lBGCM) O14e20cl'1) Cl870kg)
60' 78' 1I4e8' 497511
EACH \lAY
<lSC'CM) <198cl'1) (#4e20cl'1) (2260kg)
f 72' 92' #4@6' 6925#
EACH \lAY
I <l83cl'1) C234cl'1) C#4@15cM) C3140kg)
,.
RE';1SEO: 12/27/95
MONTANA PUBLIC WORKS SCALE: PRECAST MANHOLE BASES STANDARD DRA'nING
5T ANDARD SPECIFICATIONS NONE 48", 54", 60", 72" NO. 02722-4