HomeMy WebLinkAboutSpecifications
C I T Y 0 F P RIO R L A K E
4629 Dakota street S.E.,
Prior Lake, MN 55372
FAX # 447-4245 - Telephone # (612) 447-4230
FAX COVER SHEET
FAX #
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DATE: /1) - Ii -71
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END OF SECTION
SECTION 02571 - PLANT INSTALLATIO~
PART 1 - GENERAL
1.01.THE GENERAL CONDITIONS! SUPPLEMENTARY CONDITIONS, AND
SPECIAL ,t',t(uv.Li::IIONS 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 Draw~ngs 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 plants, size, and type to be installed on the
project.
PART 3 - EXECUTION
3.01.All 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.
The time of ~lanting for all balled and burlaped
deciduous mater1al shall be from April 1 to June 1 or
from August 21 to November 7.
o
S.P.49
...-
Maintain a watering schedule which will thoroughly water
all plants once each week. In extremely hot/dry
weather, water more often as required by indications of
heat stress and wilting_
When planting, excavate existing soils twelve inches
beyond the ball at sides and bottom of the hole and
amend soils.
Tree and shrub amended soil shall be (50%> clay loam,
(30%> coarse sand, and (20%> peat moss and five pounds
of 10-10-10 fertilizer per cubic yard.
A two inch layer of shredded, hardwood bark mulch shal1
cover entire excavation.
The lower one half of all tree trunks shall be wrapped
with tree wrap during the first year on site and each
tree will be provided two 2 x 2 cedar stakes and enough
number 12 wire covered by garden hose segments for
temporary guying.
Prune each tree by removing a relatively small number of
side branches and lightly thin shrubs by removing some
side shoots.
END OF SECTION
SECTION 02575 - TURF ESTABLISHMENT
PART 1 - GENERAL
1.01 THE GENERAL CONDITIONS( SUPPLEMENTARY CONDITIONS. AND
SPECIAL PROVISIONS apply to this and every section of
the Spec1f1cat10ns.
1.02 SCOPE. This specification shall consist of the
operations establishing lesbaceous ground cover on
desi9nated area outside the Roadbed as per MnDOT
Spec~fication 2575 except as modified herein:
1.03 MEASUREMENT AND PAYMENT.
Measurement and Payment.
PART 2 - PRODUCTS
Materials for use in turf establishment are as follows:
Refer to Section
01025,
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 S~ The sod, cut from blue9rass, shall
r irements of MnDOT Specificat~on 3878.
meet
the
S.P.50
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2.03 SEED. The grass seed shall be Seed Mixture NO.5,
MnDOT Specification 3876, applied at a rate of 50 pounds
per acre in 10cations as directed by the ENGINEER.
2.04 MULCH. T~e 1 mulch meeting the requirements of MnDOT
Specificat~on 3882 shall be applied to seeded areas at
the rate of 2 tons per acre, and anchored by discing,
exce~t where plastic nettin~ for stabilization is
spec~fied. Type 6 mulch meet~ng the requirements of
MnDOT Specification 3882 shall be placed at a depth of
three inches behind bituminous curb median on Toronto
Avenue.
PART 3 - EXECUTION
3.01 TURF ESTABLISHMENT. The requirement for sod, seed,
and fert1l1zer and the placing or appl~ing thereof shall
be in accordance with MnDOT Specificat~on 2575 and as
modified below:
The CONTRACTOR shall carr~ on his operation in such
fashion that only the min~mum 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 areas with well-established lawns,
areas between curb and sidewalk, and for erosion
control. Seeding will be done in areas by the pond,
ditches and other areas as determined by the ENGINEER.
Payment for furnishing and replacing sod within the
a~proved limits of construction shall be made under the
b~d Item for Soddin~ in the Bid proposal. The cost of
replacing an~ sod d~sturbed in areas outside of the
approved lim~ts of construction shall be considered
incidental.
Topsoil salvaged from the excavations shall be spread to
a four inch depth over all street Right-of-way to be
seeded or sodded. If topsoil does not exist in
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.
Existing topsoil from disturbed areas outside of street
Rights-of-way will be salvaged and stockpiled by the
CONTRACTOR and will be used for topsoil cover in those
areas of disturbed utility and drainage Easements, in
accordance with MnDOT Specification 2105.3D.
The CONTRACTOR shall give at least one watering to the
areas which are seeded or sodded immediately upon
completion of covering the seed or laying the sod. If
ordered by the ENGINEER to do so, the CONTRACTOR shall
apply additional water to insure grass growth. Upon
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S.P.51
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placement, the sod shall be maintained for 30 days by
the CONTRACTOR. Watering shall be at the CONTRACTOR'S
expense and method. No water shall be taken from
hydrants for watering of sod and seed areas. Yard
seeding shall be applied as noted under Turf
Establishment, MnDOT Specification 2575, except that the
topsoil shall be raked free of lumps and rocks to
provide a smooth, mowable surface. After seeding, the
seeded area shall be hand raked to cover the seed.
Mulch shall be blown and should not be disc anchored
unless the ENGINEER determines that area has the
potential for erosion problems.
Restoration of existing landscape rock gardens disturbed
on this project will be paid as sodding. Restore rock
garden with the same type and size of rock as exists.
END OF SECTION
SECTION 02611 - WATERMAIN CONSTRUCTION
PART 1 - GENERAL
1.01 THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND
SPECIAL ~~uv~SIONS apply to this and every section of
the specification:
1.02 SCOPE. Under this section of the Specifications shall be
included the complete construction of watermain within
the street Ri~ht-of-way and Easements in accordance with
C.E.A.M. Speclfication 2611 and as modified below.
to
section
01025
1.03 MEASUREMENT AND PAYMENT. Refer
Measurement and Payment. '
PART 2 - PRODUCTS
2.01 WATERMAIN watermain ~ipe shall be Class 52, or other
specified class, ductlle iron of the size shown on the
Drawings. Joints shall be push-on-type except that
mechanical joints shall be used at all valves, fittings,
and hydrants. Fittings shall be ductile iron.
All joints on pipe and fittings will be electrically
bonded with an external copper strap, clips, or cable
designed and tested to withstand 500 amps.
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
(threa~size 3-2/32" O.D.
pumper~onnection (thread
Threads shall be National
two 2-1/2" hose connections
701.2 T.P.I) and one 4-1/2"
size 5-24/32" 0.0. 4 T.P.I.).
Standard.
S.P.52
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