2002-05-23 Precon Conference Minutes1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX
® ¢rchitecture engineering enaironmental trans~bortation
Preconstruction Conference Minutes
RE: 2002 Northwest Commercial Park
Albertville, Minnesota
Date of Meeting: May 23, 2002
Project Manager: Scott Hedlund, P.E.
St. Cloud, MN
SEH No.: A-ALBEV 0113.00 8
Item
I. Purpose of Meeting
II. Introductions & Attendance List
III. Project Personnel
A. Qwner Representative
I. Clerk/Administrator
2. Public Works
B. Engineer Representatives
1. Project Manager
2. Project Engineer
3. Resident Project Representative
4. Survey
5. RLK Kusissto
C. Soil Testing
D. General Contractor Personnel
1. Project Manager
2. Project Superintendent
3. Crew Foreman
4. Authorized Signature
5. Emergency Phone Number
6. Safety Representative
E. Subcontractors
F. Suppliers
IV• Project Schedule
A. Bar Chart (Written Format)
B. Notice to Proceed (expected)
C. Work Sequence/Phasing
Time of Meeting: 10:00 a.m.
Location: City Hall
Notes
Coordination only, does not alter Contract Documents
Sign Roster
City of Albertville
Linda Goeb
Tim Guimont 612.490.9336 cell
John Middendorf 612.490.9332 cell
SEH
Pete Carlson
Scott Hedlund
Mike Czech 320.248.1562 cell
Scott Klinker & Paul Lenzen
Russ Halverson 952.259.9211
Independent Testing Technologies, Inc. (ITT}
LaTour Construction, Inc.
Joe LaTour 320.963.5993
Ken LaTour 612.366.5739
Dave Pribyl 612.366.6103
Joseph A. LaTour 320.963.6017
612.366.1615
Jason Rykal
See attached
See attached
See attached
Short Elliott Hendrickson Inc. Your jrusted Resource Equal Opportunity Employer
t
Item
S. Other
B. Conflicts/Relocations
C. Proposed Facilities
1. Type of Work
2. Schedule
VII. Contract Procedures
A. Shop Drawings
1. Approval (Stamp/5 Copies)
2. Required Shop Drawings
B. Payment to Contractor
I . Cutoff Date
2. Council Meeting Dates
3. Final
C. Co ntract Modifications
1. Field Orders
2. Change Orders (timely)
3. Claims for Extra Work
VIII. General Requirements
A. Staking Requirements
1. Contact RPR
2. Advance notice
3. Scope of staking
B. Ma terials Testing
1. Responsibility
2. Lab
3. Tests Performed
4. Soil Analysis by Contractor
C. Construction Limits
1. Fences and Barricades
2. Site Access and Parking
D. Erosion/Sediment Control
E. Traffic Handling (Detour Plan)
1. Signing
2. Special Procedures
3. Special Details
F. Field Office
Notes
AT&T -fiber optics: 4 interducts on the south side of
I-94 should be 4-6 feet deep. Need to pothole to verify
depth.
Scott Hedlund revised the project.
5 sets need to be sent to SEH, signed by Contractor
prior.
2"d Friday
ls` & 3`d Monday
Contact Mike Czech for coordination. RLK stake
grading on the Darkenwald property.
48-hour notice
Contractor's
ITT
Will be staked. Needs to be installed prior to
construction.
Not prepared yet.' No closures of CSAH 19.
3
=5EN
1200 25th_Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX
¢rchitecture engineering environmental tr¢ns~ort¢tion
Preconstruction Conference Attendance Roster
Re: 2002 Northwest
Commercial Park
Albertville, MN
Project Manager:
Scott Hedlund, P.E.
St. Cloud, MN
SEH No:
A-ALBEV0113.00
Date of Meeting: May 15, 2002
Time of Meeting:. 10:00 a.m.
Location: City Hall
Please Print
Name: ~~,1~ Ke l~~v~
Representing: ~Ci~
Address: ~ ~~ aS*^ 5~, f~ i ~i
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Telephone: ~,~ , y3„
FAX: 3~, ~t0.'i~ cl
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Representing: $~~f~ Wit,/~~~
Address:
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Telephone: ~, ~ Z- ~, o ~/ _/ 6 7 ~1 C A L L
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Address:
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Representing: ~U~'K~hs/S T4, ~~~
Address: Co/ / 0 6c ~ ~ C l ~~ L ~ ~,
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Telephone: '~ SZ- 2~ -~ 2 / j
FAX: ~Sz- X32-o7zy
Name:
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Address:
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Representing: ~n~eRt~~«~i' 7'es ,~ti~
Address:
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1\SEHSC3\SCCV\ALBEV\0113\SPECS\ROSTER. DOC
05/15/02
Short Elliott Hendrickson Inc. Your Trusted Resource Equaf Opportunity Employer
Le,
1
1200 25th Avenue South, P0. Box t717, St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX
® architecture engineering environmental transportation
Preconstruction Conference Submittal
Re: 2002 Northwest Commercial Park SEH No: A-ALBEV0113.00
Albertville, MN
Project Manager: Scott Hedlund, P.E. Date: May 15, 2002
St. Cloud, MN
Complete and submit the following information at the Preconstruction Conference.
General Contractor
Project Manager
Project Superintendent
Crew Foreman
Authorized Signature
Safety Representative
(J~v~ P(~h~~
O ~- ~~
Additional Submittals
Phone No. ~~~~~--5~~
Phone No_~~~a~~`~ ~ ~~~
Phone No.~~~~ - (~ j03
Fax No. ~~ ~ .,_ l~
Emergency No. %~~ 3~(A ~ ~ ~
Anticipated Start Date
~~ 1v~ ~~~
Written Construction Schedule (separated by activity--bar graph) Bring to meeting
Construction Phasing Plan (if required)
Traffic Handling and Detour Plan (if required)
Contracts, bonds, insurance, and permits
Shop Drawings (signed & dated by General Contractor)
* Unless submitted prior to this meeting.
1
Short EI{iott Hendrickson Inc. Your Trusted Resource
Bring to meeting
Bring to meeting
Bring to meeting
Bring to meeting
05!15!02
Equal Opportunity Employer
i~ LaTar.~ CoivsrRUC~ ~,
2134 Co. Rd. 8 N. W. • Maple Lake, MN 55358 • (320) 963-5993 • Fax (320) 963-6017
2002 Northwest Commercial Park
Albertville, MN
Subcontractor List
Subcontractor
Product
Contact
D. Fehn Excavating
P.O. Box 256
Albertville, MN 55301
French Lake Curb
PO Box 127
Kimball, MN 55353
Select Gran./Cl 5
Curb,. Gutter & Sidewalk
J S Seeding, Inc. Seeding, Silt Fence
1080 County Road 8 NW Bale checks, sodding
Maple Lake, MN 55358
(320) 963-3708
Midwest Boring Inc.
PO Box 1581
Monticello, MN 55362
borings
Mid MN Hot Mix
PO Box 239
Annandale, MN 55302
Northern Traffic Supply, Inc
2740 North Ferry Street
Anoka, MN 55303
Bit. Paving
Traffic Control
Permenent signing
Gary Fehn (763)497-2428
Mobile (612) 282-6542
Dave Johnson
(320) 398-8300
Jerry Schaufler
(320} 963-5183
Mobile - (320) 9880-0147
Jeff Olson
(763}263-8665
Jon Ferrell
(320) 274-3037
Brent Gummert
(763} 576-1200
"Equal Opportunity Contractor"
0
L.a-TovR Co
NSTRUCT/ON /NC.
2134 Co. Rd. 8 N. W. • Maple Lake, MN 55358 • (320) 963-5993 • Fax (320) 963-60 ~ 7
2002 Northwest Commercial Park
Albertville, MN
Construction Schedule
2002 Schedule
Schedule Start Finish
Grading & Subcutting 6/6 6/20
San. Sewer( West of Cty Rd 19) 6/13 7/1
Watermain 7/1 7/12
Storm Sewer 7/12 7/19
San. Sewer (East of Cty Rd 19 j 7/i9 8/S
Subgrade prep 7/19 7/24
Select Granular borrow 7/24 8/8
CL.S Agg. Base 8/8 8/15
Curb and Gutter 8/15 8/22
Bit. Base 8/28 8/30
Restoration 9/2 9/6
"Equal Opportunity Contractor"
j
~f ;;; Larger LD. than Ducttile Iron or Conventional PVC
~_~~ ~' Superior flow capacity and less head loss
3'1;1
Non-Corroding
-~ Ductile Iron Pipe O.Ds
;i ~ T
~; .; ~ No transition gaskets or special fittings required
_' ' 1 Lighter Weight than ]Ductile Iron or Conventional PVC
~ ~` ' ' { 43% lighter than C900-DR-18, safer and easier to handle, lower installed cost and
~,
' -` more footage installed per day
`~ ~ ~`
~..-+
Higher Impact Strengtlk.~~ ,~ " _~----~a-.~;°..`~^."~..r"r."~",.~.
Four times regular PVC and n~,l' gs tcae~, or flake ofP ` .
Greater Cyclic and H;oo~ l~rgngl~l,. • ~ - _ `
tJ._ ~ ~,
Higher Design Basis ~Co ~~ pared to Conventional 1'V C. ~'i}~e_.._..:...~.•--~
HDB of 7100 psi versus 4000 ~~' j~= ~ ~ •J ~ "
. ~_
Superior Notch Resistance; --, -
Resists splitting and crack ~prop~ Ilion _ ... -_ -'-" "" °'"` """"~
Pipe will not split from end to dild ~ ~ ~_ ~ ~ `~
'`
One of the Safest andl Eat~ic4t 1'i essurc: Pates to• "i,~~lx, ~ 'i
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Introduction
Ultra-Blue PVCO Pressure Pipe manufactured by Uponor ETI combines innovative engineering design with years of
experience in PVC pipe manufacturing. The result is a higher performance, lighter weight, more cost effective
pressure pipe for potable water and force main systems.
PVCO stands for Molecular Oriented Poly(Vinyl Chloride) (PVC). The process of molecular orientation has long been used
to strengthen many materials. Ultra-Blue is manufactured by a process that reorients the molecules of conventionally
extruded PVC pipe. The pipe, approximately half the diameter and twice the wall thickness of the finished Ultra-Blue
product, is placed inside a mold sized to the proper outside diameter of the finished product. The temperature of the pipe is
raised to the appropriate level for expansion and internal pressure is applied. This internal pressure causes the pipe to
uniformly expand to the inside dimensions of the mold. The mold is designed so that during the process, the bell and
gasket groove are also formed, producing a high quality bell.
During the pipe expansion process, the molecular orientation is changed and the physical properties of the finished
pipe product are established. Improvements in design and physical properties include:
• Greater Hoop Strength • Lighter Weight
• Greater Impact Strength • Larger Inside Diameter
• Enhanced Cyclic Fatigue Resistance • Greater Flow Capacity
Ultra-Blue meets all the requirements of AWWA C909 Class 150 psi with a 2.5 to 1 safety factor. Manufactured with ductile
iron pipe diameters, coventional ductile iron fittings can be used without the need for transition gaskets.
Features
Greater Hoop Strength
The unique material structure of Ultra-Blue gives it a
burst strength greatly in excess of conventional
PVC pressure pipe with the same wall thickness. Long
term hydrostatic pressure tests show Ultra-Blue has a
Hydrostatic Design Basis (HDB) of 7100 psi.
Conventional PVC pressure pipe has an HDB of 4000
psi. With equivalent safety factors, the wall thickness of
Ultra-Blue can be reduced to approximately half that of con-
ventional PVC pipe and still maintain the same pressure rating.
Lighter Weight
Ultra-Blue is lighter weight than ductile iron and
conventional PVC pipe. The table below compares the weight
of Ultra-Blue, ductile iron and conventional PVC pipe. The
difference results in easier handling and installation.
AWWA C909 -Class 150 psi
Nominal
Pipe Size SDR18Appmx
Wght. (IbsJft.) DI Approx.
Wght. (Ibs./ft.) UB Approx.
Wght. pbsltt.)
6" 5.12 16.50 2.80
8" 8.89 22.00 4.82
10" 13.47 28.25 7.70
12" 19.00 36.25 10.45
Greater Impact Strength
Impact tests per ASTM D2444 demonstrate Ultra-Blue's
superior impact resistance when compared to conventional.
PVC pressure pipe. Ultra-Blue has an impact strength three
to four times greater than conventional PVC pipe of the same
class.
Stress Regression Line
As shown above, by orienting conventionally extruded PVC
pipe, actual pressure capability is dramatically increased.
Non-Corrosive
Ultra-Blue, because it is non-metallic, will not corrode.
Performance
Enhanced Cyclic Fatigue Resistance
Abrupt pressure changes in a pipe line contribute to cyclic stresses and expansion and
traction of the pipe. Ultra-Blue's oriented configuration contributes to exceptional c~
fatigue resistance, which is much greater than conventional PVC pipe. Ultra-Blue allows
th b f I f 1
trmes e num er o cyc es to azure,
compared to conventional PVC pipe.
seoo cs! - - _. - ~
ass asi ~ Fallgue Sfinss
___. ~ ., .~(PsJ1 ,.
1
~~ I
I
rTS Pa t
_rroot*u I e
use o++--~---
I
T?5 V~ ~ A. ULTRA-GLUE
' B. ASTM d126t
CYCLES t0' to' 10' /0'
3
v
yY
Y
A C~db Cwdurrw
alafrf
~.~
""'M
,.K I • I
~
i i
»w ~ t
tv ~a{ T~ + fa io
Larger Inside Diameter Equals Superior Flow Capacity
Ultra-Blue's high hoop strength results in equal pressure ratings, while being lighter weight than ductile iron or
conventional PVC. Consequently, when Ultra-Blue is manufactured with a CI O. D., larger I. D.s result, and cross sectional areas are
increased by approximately 9%. Because it has the same smooth interior (C=150) as all PVC pressure pipes, and is supplied in the same
20 foot laying lengths, Ultra-Blue will supply approximately 9% greater flow capacity over ductile iron and conventional PVC pipes of the
same pressure rating.
•
DR18 - C.LO.D. Ductile Iron* Ultra-Blue C.LO.D.
Nominal PSI Rating O.D. Wall LD. O.D. ~n°d°'e~ro'' wairo" O.D. Wall LD.
Pipe Size @ 73° F Nom. Thickness Nom. Nom. & ~c Nom. Thickness Nom.
6" 150 6.90 0.383 6.134 6.90 0.18 6.025 6.90 0.209 6.48
8" 150 9.05 0.503 8.044 9.05 0.18 8.175 9.05 0.274 8.50
10" 150 11.10 0.617 9.866 11.10 0.18 10.205 11.10 0.336 10.43
12" 150 13.20 0.733 11.734 13.20 0.20 12.265 13.20 0.400 12.40
*Based on PC 355 ductile iron pipe, if thickness classes are used, wall thicknesses increase and I.D. decreases accordingly
**Based on PC 350 ductile iron pipe (per AWWA CI51 and M41) and subject to tolerances
***Including cement mortar lining
Installation
The Sealing System
The retained gasket is a combined lip and compression seal, which is
locked inside the bell groove.
Making the seal an integral part of the pipe eliminates many of the
disadvantages of separate sealing rings. The seal is positioned in the
bell by the pipe manufacturer.
The unique design, with the reinforcing plastic element, is a one piece
seal, which holds the sealing ring securely in position during transport
and pipe assembly.
Backfilling and Testing
Backf~lling should be done immediately after installing each length of pipe.
Backfill that will lay adjacent to the pipe should contain no large rocks or
hard clods. Tamp around and under the pipe to insure adequate soil sup-
port. Pipe may be tested at any time after installation. Prior to testing,
make sure the line is properly thrust blocked and all air has been evacuat-
ed. Do not exceed the maximum water pressure rating of the pipe.
Fittings
Ultra-Blue has ductile iron (DI) outside diameters (O. D.), making stan-
dard PVC gasketed fittings compatible. (Note: solvent weld PVC fit-
tings cannot be used.) Ductile iro
iron mechanical joint fittings anc
iron push on type fittings can be
directly onto Ultra-Blue, using the
M.J. gasket made for cast iron o
iron pipe.
Joint Restraint Devices
Any joint restraint devices that are commonly used with standard PVC can
be used with Ultra-Blue.
Joint Assembly
Ultra-Blue will arrive on the jobsite with the gasket installed, ready
for assembly. Assemble as follows:
1. Inspect the bell and remove any foreign matter such as mud,
sand or ice.
2. Clean off the snigot end of the pipe and apply lubricant to the
snieot end, coverine the beveled nose and sealine surface all
the wa~to the stogymark.
3. Place the beveled end in the companion bell and provide
straight alignment.
4. Push the pipe straight home with a bar and block until the stop
mark on the spigot end is even with the end of the bell.
5. After assembly to the stop mark, the joint may be deflected
axially up to 2 degrees.
Note•
1. Do not assemble the joint by swinging or stabbing.
2. Ultra-Blue can not be solvent welded.
Tapping
Ultra-Blue is one of the easiest and safest pipes to tap. Ultra-Blue may be
tapped with the same tapping saddles used on conventional C900 PVC pipe.
The service clamps or saddles used should:
a) provide full support around the circumference of the pipe.
b) provide a bearing area of sufficient width along the axis of
the pipe.
Standards 8z Listings
Ultra-Blue (PVCO) pipe shall be manufactured in accordance with the following standards:
AWWA C909 - AWWA Standard for Molecular Oriented Poly(Vinyl Chloride) (PVCO) Pressure Pipe, 4"-12", for Water Distribution
ASTM D1784 -Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride)
(CPVC) Compounds.
ASTM D3139 -Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals
UNI-B-1 -Recommended Specification for Thermoplastic Pipe Joints -Pressure and Non-Pressure Applications
ANSI/NSF STANDARD NO. 61 -Drinking Water System Components -Health Effects
UL STANDARD 1285 -Pipe and Couplings, Poly(Vinyl Chloride) (PVC) for Underground Fire Service
FM CLASS #1612 -Approval Standard Poly(Vinyl Chloride) (PVC) Plastic Pipe and Fittings for Underground Fire
Protection Service
Pipe Dimensions 8z Weights
plus or minus 1/2"
-~---~-- ~~.~rr~1~. ~
B®11 O.D. i!o. o.a-
-~
~V~
Nominal PSI Class Nominal Bell Nominal Min. Wall Nominal NommalStop Approx. Approx.
Pipe Size @73° F O.D. Barrel O.D. Thickness (t) Barrel LD. Mark (v)* WghtLbs/Ft Wght. LbsJJnt
in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm)
6 (152) 150. 8.40 (213) 6.90 (175) .209 (5.31) 6.48 (165) 5.75 (14~ 2.8 56.0
8 (203) 150 10.75 (273) 9.05 (230) .274 (6.9~ 8.50 (216) 6.50 (165) 4.8 96.0
10 (254) 150 13.23 (336) 11.10 (282) .336 (8.53) 10.43 (265) 7.25 (184) 7.7 154.0
12 (305)' 150 15.48 (393) 13.20 (335) .400 (10.16) 12.40 (315) 7.75 (197) 10.05 210.0
Warranty
All products sold are subject to the following warranty:
Uponor ETI (ETI) warrants for a period of one year from date of delivery to the original purchaser, that the product is free
from defects in materials and workmanship. ETI makes no other warranty of any kind, express or implied, in fact or in law,
including without limitation, the warranty of merchantability or the warranty of fitness for a particular purpose, other than the
limited warranty set forth above. Every claim under this warranty shall be deemed waived, unless in writing and received by
ETI within thirty (30) days of the date the defect to which each claim relates is discovered, or should have been discovered.
Limitation of Liability
It is-expressly understood and agreed that the limit of ETI's liability shall be at ETI's sole option, repair or resupply of a like
quantity of nondefective product, and that ETI shall have no such liability except where the damage results solely from breach
of ETI's warranty. It is also agreed that ETI shall not be liable for any incidental, consequential, or other damages for any
alleged negligence, breach of warranty, strict liability, or any other theory, other than the limited liability set forth above. The
physical (or chemical) properties of ETI products represent typical average values obtained in accordance with accepted test
methods, and are subject to normal manufacturing variations. They are supplied as a technical service and are subject to
change without notice.
onor
Plants
Missouri 800-341-0053
Customer, Service Centers fax 573-474-1760
Missouri 800-341-0053 ~ West Virginia 800-624-3111
fax 573-474-1760 fax 304-472-0742
West Virginia 800-624-3111 Texas 936-760-2888
fax 304-472-0742 fax 936-760-1357
Uponor ETI Company
1700 Broadway, Suite 1710
Denver, CO 80290
303-893-1101
Fax-303-893-4140
www.uponoreti.com
•