HomeMy WebLinkAbout05- DuMar Construction Contract Agreement
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CONTR~CT AGREEMENT
THIS CONTRACT AGREEMENT lS dated as of the 16 day of ~ ___
in the year 2005 by and between CITY OF BOZEMAN hereinafter
called OWNER and DuMar Construction, Inc.__ hereinafter
called CONTRACTOR.
OWNER AND CONTRACTOR, in consideration of the mutual covenants
hereinafter set forth, agree as follows:
Ar~icle 1. WO~K.
CONTRACTOR shall complete all Work as specified or indicated in
the Contract. The Project Work is generally described as
follows:
1.1 "Olive Street Curb Replacement & Tamarack/Wallace Corner
Reconstruction": Replacement of curb and gutter and
reconstruction of street corners as shown on the attached
drawings.
Articl_e 2. CONT,R..A.CT 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. CONTRACTOR agrees to complete all
work by June 30, 2005.
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
e~qhteen thousand nine hundr~d ninety eiqht and 80/100 Dollars
($18,998. 8~.
~rticle 4. P~YMENT PROCEQURES.
CONTRACTOR shall submit applications for payment in accordance
with the Montana Public Works Standard Specification, Fifth
Edition General Conditions. Applications for payment will be
processed as provided in the General Conditions.
4.1 Payment. Upon satisfactory final completion and acceptance
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CONTRACT. MRG
of the Work in accordance with the General Conditions, OWNER
shall pay the full contract price.
4.1.1 Measurement and Payment. Payment for the work
satifactorily completed in accordance with this contract shall be
made pursuant to the applicable measurement and payment sections
in Exhibit B, based on the unit prices established in Exhibit A.
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.
Article 5. CONTI\ACTOR'S REPRESENTATIONS.
In order to induce OWNER to enter into this Agreement, CONTRACTOR
makes the following representations:
5.1 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
pex"f ormance of the Work.
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CONTRACTOR has made caused to be made examinations, and "'
5.3 or
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.
Article 6. COliTBA<:;;.:r....])_OCUMENTS .
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;
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6.1 This Agreement.
6.2 Certificates of Insurance and Performance and Payment Bonds.
6.3 Montana Public Works Standard Specifications (MPWSS) , Fifth
Edition, and as further amended by the City of Bozeman
Modifications to MPWSS (by reference) .
6.4 Notice to Proceed.
The:re are no Contract Documents other than those listed above in
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, Fifth Edition, General Conditions) .
b.:r::.t_i c 1 e 7. GENERh...1.....R!NUIREMENTS.
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
trespasser. It shall be further understood that should any
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
immediately remove same. No materials or equipment may be placed -;t
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 repalr 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
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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
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
owners and to minimize interruptions to utility service. This
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 between the CONTRACTOR, OWNER, and COUNTY. The utility ~
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 Guarantee.
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 defecti_~~ Work, whether or not in place, may be
rejected, corrected or accepted as provided in the Montana Public
Works Standard Specification, Fifth Edition (MPWSS).
Article 9. Trafti~~2Pt~~_~
9.1 The CONTRACTOR shall conduct his work so as to interfere as
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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
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 CONTRACTOR 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 extent that adequate
protection is provided to the public. Obstructions, such as
material piles and equipment, shall be provided with similar
warning signs and lights.
All barricades and obstructions shall be illuminated by means of ,.
warning lights from sunset to sunrise. Materials stored upon or
alongside public streets and highways shall be provided with
similar warning signs and lights.
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 AND REGULATIONS.
10.1 All applicable laws, ordinances and the rules and regula-
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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
contractor's Registration number on the envelope containing the
Bid and on the Bid. Information pertaining 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 50,
MCA, the owner shall withhold, in addition to other amounts
withheld as provided by law or specified herein, 1 percent (1 %)
of all 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 lS
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 preference 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, contractor and all subcontractors shall pay for all ~'f'
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.
[>..rticle 11. ~ORMANCEJND ~ENT BONDS. 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.
hrticle 12. INSURANCE. without limiting any of the other
obligations or liabilities of the CONTRACTOR, CONTRACTOR shall
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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
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 intention 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, Fifth
Edition, and included herein:
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SC- 5.04 CONTRACTOR'S LIABILITY INSURi)NCE .
Add the following new paragr(lrns immediately arrer Paragraph 5.04.B: .
C. The limirs of liability for the insurance required by Paragraph 5.04 of the General IJ
Conditions shall provide coverages for not less than the following amounts or
greater whNe required by Law or Regulations:
1. Workers' Compensation, etc. under Paragraphs 5.04.1 and 5.04.2 of the Ge:neral Con- .
ditions.
a. State S tatlltory .
b. Applicable Federal (e.g. Longshoremans) Statutory
c. Employer's Liability 5500,000.00 .
2. CONTRACTOR'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.
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-- GENERAL AGGREGATE $3.000,000.00
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b. Products-Completed ..
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Operations Aggregate $3 .000.000.00
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c Personal and Advertising - .
Injury $1,000,000.00
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d Each Occurrence 0
(Bodily Injury and
Property Damage) S 1 ,000,000.00
e Coverage will include: .
1. Premises - Operations .
2. Operations of Independent Contractor
3. Contractual Liability U
4. Personal Injury
S. Products and Completed Operations
6. Broad Form Property Damage will include explosion, collapse, blasting II
and underground where applicable.
7. Per Project Aggregate Endorsement
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A:\MPW00310.00C 8 00810.5
04/08/98 I
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I 3. Automobile Liability under Paragraph 5.04.A.6 of the General Conditions:
I .<1. Bodily Iniury:
Each Person S I ,000.000. OQ
," Each Accident S I ,000.000.00
I Property O'amage:
Each Accident $l,OOO.OOO.OQ
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(or) b. Combined Single Limit S 1 ,000,000.00
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Coverage to Include:
I 1. All Owned
2. Hired
3. Non-Owned
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4. CONTRAcrOR'S Liability Insurance under 5.04.A.3through 5.04.A.6 may be satisfied by
primary insurance or a combination of primary and excess or umbrella insurance. Primary
I~ occurrence limit cannot be less than $1,000,000.00. Deductible not to exceed 55,000.00 per
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OCcurrence on property damage.
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5. Add a new paragraph at the end of Paragraph 5.04.B.I of the General Conditions as
follows:
I The CONTRACTOR'.S insurance coverage shall name the OWNER, and ENGI- .
NEER and Engineer's Consultants as an additional insured under Commercial ..
I General Liability, Automobile Liability, Excess or Umbrella polices.
I 6. The Contractual Liability coverage required by Paragraph 5.04.B.4. of the General
Conditions shall provide coverage for not less than the following amounts:
I Each Occurrence S 1,000.000.00
Aggregate S3,000.000.00
I SC- 5.04.B.5 CANCELATION NOTICE
I Amend paragraph 5.04.B.5 of the General Conditions by striking out the words "30 days"
and replacing them with the words "45 days" and as so amended paragraph S.04.B.5
remains in effect.
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A:\MPWQ0810.0QC 9 00810-6
, 04/08198
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CONTRACTOR shall restore and compact all disturbed street
sections to facilitate the installation of the asphalt pavement
patching. It shall be the CONTRACTOR'S responsibility to maintain
in place any traffic control devices needed until the concrete
has achieved the necessary strength to withstand traffic.
14.2 The following seed mixture shall be used to seed all
landscaped areas disturbed by construction at a rate of 30
lbs/acre:
Tall Water-save Fescue 60%
Kentucky Bluegrass 25%
F'erennial Ryegrass 159,,-
14.2 All existing asphalt or portland cement concrete that needs to
be removed at Tamarack/Wallace will be removed by others prior to
the CONTRACTOR beginning work. Additional excavation to subgrade
may be required by the CONTRACTOR. No separate measurement and
payment will be made; the cost of any excavation will be considered
incidental work to be included in the cost of other bid items.
IN WITNESS WHEREOF, the parties hereto have executed this
Agreement the day and year first above written.
'~vJY\o~ ~'r-~. IhC"
~- --(Contractor ------------------- ".
By __)~< _~------l\\~Lt\i:L-~~~I"~--"
Title U' I} "
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Montana Contractor Registration Number_-t1~j~~L________________
SEAL AND ATTEST:
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City of Bozeman
(Owner) ~
By_~j}~ __________:__________
Title City Manaqer
:::~-----
Title ~- Clerk of Commission
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EXHIBIT A .. BID FORM
Olive St. Curb Replacement, Tamarack/Wallace Comer Reconstruction
NO. ITEM UNIT UNIT PRICE QUANTITY TOTAL PRICE
(Figures) (Figures)
$r~ Zo
101 Concrete S.F, 1032 $ ~fl2_~ -
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removal
-:0 . ,?
102 Curb removal L.F. $ / 3 ,~- 230 $3: ioS ~
~D 6
103 Sawcutting L.F. $.. c;,' - 258 $ ! 75/'<>-
't.> $ 'I; ffl. "..9-
] 04 Combined concretc L.F. $ 2/' ,- 206
curb & gutter
$ 'fez, ~ 1rii' L c;;
105 Concrete fillet EA. 3 $- ~- ,~. '
106 6" Concrete S.F. $ (p ,t/!!. 250 $L6~.'?: &
sidewalk
'-to $1 680, ,,5t-
(,'-
107 Concrete driveway S.F. $ 250
,
apron
6b ~ t..
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108 Pedestrian ramp EA. $ 2../ c" ..- 5 $.. ,p.s:.fd:".,
extras
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109 Seeding S.F. ''''0 600 . /60 djJ-,
$2..~ .' $ . I
9""' .. #'
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110 Tree protection L.S. $Yz~.._ L.S. $ {;JLXJ,
TOTAL BASE BID $ I B , CJ 7' /1.- e~,
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..e;i.J-fLh JL~I n~ 4.1.,,/ f\WJy ~I.:I- ~ 90;;
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(TOT BASE BID .. WRITTEN WORDS)
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EXHIBIT B
Olive St. Curb Replacement, Tamarack/Wallace Corner Reconstruction
MEASUREMENT AND PAYMENT
The quantities listed in the Bid Form are estimates for the purpose of bidding only.
Payment to the Contractor will be made based on the actual satisfactorily completed
work quantities measured in the field. Under the terms of this contract, the unit price as
contained in the Bid Form shall be applicable to quantity overruns.
The following measurement and payment sections do not necessarily name every
incidental item required by the Contract Documents to complete the work. Cost of all
such incidental items shall be included in the various related bid items.
No separate measurement and payment shall be made for traffic control.
Item 101: Concrete removal.
Measurement and payment for this item shall be as per MPWSS, Section 021124.2,
square foot method, for either asphaltic or portland cement concrete.
Item 102: Curb removal
Measurement and payment for this item shall be as per MPWSS, Section 021124.2, lineal
foot method, for either vertical curb or integral curb and gutter.
Item 103 : Sawcuttinq.
Measurement and payment for this item shall be as per MPWSS, Section 02112 4.3,
lineal foot method, to saw cut asphaltic or portland cement concrete pavement or ~.
structures.
Item 104: Combined concrete curb and qutter.
Measurement and payment for this item shall be as per MPWSS Section 025284.1,
lineal foot method, with the exception that curb excavation and backfill will not be paid
for separately, but shall be included in the cost of this bid item.
Item 105: Concrete fillet.
Measurement and payment for this item shall be as per MPWSS, Section 025294.1, per
each.
Item 106: 6" concrete sidewalk.
Measurement and payment for this item shall be as per MPWSS, Section 02529 4.4,
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square foot method.
Item 107: Concrete driveway aprons.
Measurement and payment for this item shall be as per MPWSS, Section 02529 4.3,
square foot method, with the exception that the curb and gutter poured monolithically with
the driveway apron shall be measured and paid for under this bid item.
Item 108: Pedestrian ramp extras.
This item shall be measured and paid for by the number of pedestrian ramps installed at
the unit price bid for "pedestrian ramp extras", which price and payment shall constitute full
compensation for furnishing all materials, tools, equipment, labor, and incidentals
necessary for coloring and curing the ramp, forming and finishing the ramp surface to the
proper lines and grades, and providing and installing any required reinforcement (including
fiber reinforcement and concrete dowels). Furnishing and placing the concrete in the
ramp area, including all necessary base preparation and other incidentals, shall be
measured and paid for under Item 1 06, 6"Concrete sidewalk, in place.
Item 1 09: Seedinq
Measurement and payment for this item shall be as per MPWSS Section 02910 4.1,
square foot method.
Item 110: Tree protection.
This item shall be measured and paid for on a lump-sum basis at the price bid for "Tree
Protection", which price and payment shall constitute full compensation for furnishing all
materials, tools, equipment, labor, and incidentals necessary to install tree protection as "'.
per the plan detail and remove the tree protection following completion of the work.
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SWq)Rl'iE::J{ T6.MARA<:::I<LWALLA,~~E RECONSTg.UCTIQN
rQUsJruction,b!otcs:
I, All concrete shall bc M-4000, rcinforced ,vith Fibermcsh or approved equal at the rate of 1,5 Ibs, pcr cubic yard,
2, Concrete fillet to be a minimunl of 7" thick, sidewalks and ramps to bc a mininwm of 6" thick_
3, Asphalt pavement patching will be by others, Contractor shall prepare and compact tbc road base to allow ft))"
installation of a 4" asphalt patch.
4. Contractor shall backfill and compact thc disturbed boulevard areas behind curb to 1" below top of curb. then place 2"
of topsoil with seeding for final cover.
5. Color ramp as showrL Install dowels as per COR Standard Drawing 02529-8.
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N W COJ{N ERI!\M ^ RA.,CKlW6J ,LACF_REc:o.NS'IRU_CjlON
CQ!lstruction_HQ~es:
I. All concrete shall be MAOOO, reinforced with Fibcrtnesh or approved equal at the rate of 1,5 Ibs. per cubic yard.
2. Concrete fillet to be a mininlum of 7" thick, sidewalks and ramps to be a minimum of G" thick.
3. Asphalt pavement patching will be by others, Contractor shall prepare and compact the road base to allow for
installation ora 4" asphalt patch.
4. Contractor shall backfill and COlnpact the disturbed boulevard areas bchind clIrb to I" below top of curb, then place 2"
oftopsoil with seeding for final cover.
5. Color ramps and install dowels as per COB Standard Drawing 02529-8.
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NE CQR}-;'ER T.:1MARACK-lW ALLACE REC~QNSTl\l}CTJOJ''i
COI!~tr4c:tionNotes:
I. All concrete shall be M-4000, reinforced with Fibermcsh or approved equal at the rate of 1.5 Ibs. per i.:ubic yard.
2. Concrete fillet to be a minimum of 7" thick. sidewalks and ramps to be a ll1inimUlll of 6" thick.
3. Asphalt pavemcnt patching will be by others. Contractor shall prepare and compact the road base to allow for
installation of a 4" asphalt patch.
4. Contractor shall hackfill and compact the disturbed boulevard areas behind curb to I ,. below top of curb, thcn plai.:e 2"
of topsoil with seeding for final cover.
5. Color rarnps and install dowels as per COB Standard Drawing 02529-8.
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! ,") : j ~,1 . CO"lSTRUCTIO"l NOTES
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I ' !! 1 ! SA WCUT PA V a,.lENT AJ\D REMOVE EXIST!j\(j VERTICAL CLRE. APPROACH APRONS, AND CURB A"lD GLTTER
! _ _.' __. _.._ ~. ~ .~~~_. 1-, ! ~ ; FROtvl Sta O-i-OO to 1+80 A1"O FRO\l Sla. 3.;-65 to +-.;2.5, fNSTALL NE\V I"ITEGR;\L CURB AND GeJTTER
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I '-. - - .- _. .- - .' ~ I,t..' i 1'.''! .' < 1 ; 2. .AJ'PROACH APRONS TO BE POLRED tvl0NOLiTHICALL Y WITH THE CURB ;\;'\0 GUTTER USE 5' ~"'OIUS ceRB
. /3ACK.""';:'';'" ~';",CS // ,_.' .. _ .' '. .~., t.". ".' , RET\}MS, EXCEPT USE 3' ~"'DIUS RETURt'l FOR WEST RETUR"I 0:-; ALLE'{ APPROACH
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I '-r~:::5':;/:: S ",-,,:.D ,4c'c.. ",-:-. \ ---- /!.~. Fc"'" ,-';;;: ,.r.;!i':::r":""" ;".,/.,. i . i 3. LSE SPECL"J. C.-\RE WHEt' EXCAVATI:\G AR()UNO TREE ROOTS TO A VOID AI\Y L,,"<'ECESSARY ROOT DA\'lAGE.
D/S/""VJ."/ZC'.:.;. .-7X'<::,4 r: ./ 3 'H/.';. ..;,;:'~' j',C",c;pt..:. /:i I.I,,-~j'.i; /".~#/)':'-;' ,/87" .:J7A/E.i:?:) \ CLEA"lL '( SA\VCUT ROOTS THAT "IEEO TO BEi\EfvlOVEO TO ACCOlvlPLISH THE WORK. HAVE TREE PROTECTION
'''p!~'' n.'" l~v -r--:#'.€. --- .' .' - j 11< PLACE PRIOR TO BEGI"II\n<G A"IY EXCA \'i\ liON
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5e,~ 7/,<:,/," ,4 .;:',;:~ Y"J/i!:;;' d ,-E'pj!/.t,'/:" ; 4 PROTECT fN PLACE ALL STREET SIGI<S OR REI,10VE ;\.:'i0 RE-SET FOLLOWI"IG COI,lPLETIOr-; OF THE WORK.
5. ASPHALT PA VElvlENT FA TCHING \VILL BE D( lNE BY OTHERS. CO"lTR;\CTOR SHALL PREPAJZE A,l"JD CO~vlPACT
/ /1 =:- 3 / THE GRAVEL BAS E TO ALLOW FOR !"IST ALLAT' ON OF THE 4" AS PHAJ. T P A TC H.
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_ I OLIVE STREET CURB REPLACEMENT
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1 . <\ 1'< /.1 "..C::;/"20t.'/ij.0 -:,"":;?~;,~;' 7,?..:;/Alk. tI.'5:r-.. . ..' I CITY ENGINEERING OFFICE APRIL 700-
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