HomeMy WebLinkAboutAddendaMarch 9, 2006
TO DISTRIBUTION — 5 pages
SUBJECT: Unalakleet Bulk Fuel Upgrade Project - Invitation to Bid (ITB) REG-06-
088, Addendum No. 1
The ITB Package is hereby clarified or changed by the following:
1. Eliminate dedicated 4-inch pipeline from the Bulk Tank Farm to the UVEC Power
Plant. The attached sketches SK-1, SK-2 and SK-3 clarify these modifications.
The below descriptions describe these modifications in detail.
a. Delete dedicated 4-inch pipeline from the bulk tank farm and the marine
header, see attached Sketch SK-1. This included deleting two 2-inch low
point drains, one pressure test connection, one tee with pig bars and blind
flange, and one 4"xY piping reducer. The two full port ball valves at the
bridge move over to the combination 4-inch Diesel Marine Header/UVEC
Pipeline.
b. Add cross connection between the discharge of the UVEC Distribution Pump
(DP-1) and the combination 4-inch Diesel Marine Header/UVEC Pipeline; see
attached Sketch SK-2.
c. Add cross connection between the marine header and the 4-inch pipeline that
continues from the marine header to the UVEC Power Plant, see attached
Sketch SK-3.
d. Sketch SK-1 shown modifications to Sheet M-2.
e. Sketch SK-2 shown modifications to Detail 4 on Sheet M-13.
f. Sketch SK-3 shown modifications to Detail 1 on Sheet C-18.
g. These modifications also affect Sheets G-1, C-3, Details 2, 5, 7 & 8 on Sheet
C-18, C-20, C-21, C-22, C-23, M-3, and Detail 4 on Sheet M-12. The
modifications on these sheets are identical to the changes on Sheet M-2,
Detail 4 on Sheet M-13, and Detail 1 on Sheet C-18 as indicated on the
attached sketches (SK-1, 2, & 3 respectively), and as described above.
Thank you for your interest in our Invitation to Bid.
Sincerely,
j}
Mary Judd
Procurement Manager
DISTRIBUTION:
Alaska Energy Authority
bcareWalaidea.ora
Dodge Plans Room-Fbks
f r alaska.net
McGraw Const Dod a-Anch.
chris lausten me raw-hill.com
AGC Plans Room - Fairbanks
fairbanksa c acsalaska.net
The Plans Room, LLC.
mail@theplansroom.com
Associated Builders & Contractors
loren abcalaska.or
Alaska Energy Authority
rbrown@aiqgg.org
STG
Charles. stq inc ci.net
BMT - Northwest
r ibbs bmt-tank.com
T Bailey
tanaka tbaile com
TidV Steel/ Regal Tanks
tpLr%A2reqa1tanks.com
American Marine Corp.
Jeff2 enco.or
Swalling Construction
mswallin swallin .com
Inuit Services, Inc.
t eterson inuitservices.com
Hankal Construction, Inc.
hankalconstruction mail.com
Udelhoven
effapenco.org
MKB Constructors
miensen mkconstructors.com
DJC Plan Center
lancenter dmc-or.com
Rockford Cor oration
garM@rockfordak.com
Oregon Contractor Plan Center
brie orcontractor.com
Greer Tank
www.greertank.com
Alaska Road Boring Company
thebnes arbcalaska.com
Greer Steel
kalm uist eschelon.com
SKW Eskimos, Inc.
ttskw.asrc.com
Thomas Industrial Coatings
Ihahn thomasind coatin s.com
Kane Inc.
kaneinc acsalaska.net
Jaffa Construction Inc.
Laffa ea le. tialaska.net
Bristol Fuel Systems
rdeboer bristol-com anies.com
AUTOCAD DRAWING NAME: 04-740 M-02 FSS_l.dwg
UVEC
POWER PLANT
TO POWER 3"0 TANK jPP1
PLANT `T�101 88,600 GALLON
gl DIESEL #2
n
04"0
TEE WITH BLIND 60
FLANGE AND
PIC BARS
_ 21 o L 2"0
MARINE Q0-1
O HEADER
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11 FULL PORT
BALL VALVES ON BARGE
OFF-LOADING yPIPELINES
(TYPICAL OF
10
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FITTINGS
TWO
7 LOW POINT DRAINS ON
f ALL PIPELINES
(TYPICAL OF 2 LOCATI
4"0 DIESEL
79 4 "0 GASOLINE
J
EXPANSION
JOINT AT
f BRIDGE
-2 (TYPICAL OF $P-2
A A A--& i
PLOTTING DATE: 3/9/06 (11: 11) BY: wsokeagok
UNALAKLEET VALLEY
BERING STRAIT
ELECTRIC CORPORATION
SCHOOL DISTRICT
"21o4,
TANK /4 j
6,60
GALLON
DIESEL /2 I
TANK ,f,
42 3 46, 6C
O GALL
JET "a"
2" TANK RELIEF
VALVE (TYP OF 11)
TANK '2 TANK p5
46,6C10 3" 3 a6, 6,
GALLON OIF7 la GALLON
IfESEL 12 a I DIESEL f,'
UVEC PUMP
ENCLOSURE
TANK f3 72
\ 1" RELIEF 88,600 4"
VALVE SET AT GALLON
125 PSI DIESEL 12 04
4 "X3" REDUCEF
76
75 NO P P SAMPLE PORT
O" (TYPICAL OF 3)-
P v
I\ 74 d DP -I I 4 "X3" REDUCER
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CONNECTIONS j g PRESSURE GAUGE-/
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eTEE WITH PIG BARS
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BLIND FLANGES AND
VALVE FOR FUTURE
FILTRATION EOUIPMEP
(TYPICAL OF 3 LOCA
TANK /8
46,600
42 GALLON
JET "A"
B33D
FUEL SYSTEM PIPING SCHEMATIC
M-2 SCALE: NONE
ALASKA ENERGY AUTHORITY ADDENDUM No. 1
SKETCH "SK-1"
LCMFLLcBULK FUEL UPGRADE DATE: 03/09/06 DRAWN BY: WPS SHEET: SK-1 of 3
815 E 82d AVE STE"-Md--r. W 88518 WT)2MI NO
UNALAKLEET, ALASKA SCALE: NONE ICHECKED BY: GMO W.O. No: 04-740
ALITOCAD DRAWING NAME: 04-740 M-03, M-13 Piping PIan.DWG
PLOTTING DATE: 3/9/06 (11:13) BY: wsakeagak
e4 UVEC PUMPOSUR£
7 ENCL
1
4x3 TEE e (SIMILAR) 2"0 TO TRUCK
WITH PIG BARS 1
FILL ENCLOSURE
PRESSURE e8
GAUGES 1
4 LARGE SCALE PIPING PLAN
M-13 SCALE. 1" = 2'
3
PIPE -1
SUPPORT
2
PIPE -14
SUPPORT
4"0 FULL
PORT BALL
VAL VE
a
CALESINCH ONAWING 1INCH ON ADJUSTORDINGLY.
ALASKA ENERGY AUTHORITY ADDENDUM No. 1
_ SKETCH "SK-2"
LcmFu. WPSBULK FUEL UPGRADE DATE: 03/09/06 DRAWN BY: SHEET: SK-2 of 3
els E. Ave sre mo AMvpe, AK code laurinsleeo
UNALAKLEET, ALASKA SCALE: NONE CHECKED BY: GMO W.O. No: 04-740
AUTOCAD DRAWING NAME: 04-740 C-18, C-19 Civil Details.dwg
PLOTTING DATE: 3/9/06 (11:14) BY: wsakeagok
9.5' 1
4" BLIND FLANGE
4" BALL VALVE
0
4' TEE W1 TH
PIG BARS
7.0' III I I
REFLECTIVE I I I I
2.5' TAPE I I I I
(TYPICAL) I I I I
I I I I
1 I I I
1 I I I
4 84 GALLON 6" SCH 40 WELDED STEEL PIPE 11 II
GALVANIZED I I I I
PAINTED CAUTION YELLOW
STEEL GRIP BOX I I I V Y
4 "0 SCH 80
FUEL OIL PIPELINE
4"0 SCH 80
GASOLINE PIPELINE
INE HEADER PI
SCALE: I" = 3�
ALASKA ENERGY AUTHORITY
BULK FUEL UPGRADE
UNALAKLEET, ALASKA
LCMFLL,
4"0 SCH 80 PIPELINE
TO POWER PLANT
ADDENDUM No. 1
SKETCH "SK-3"
DATE: 03/09/06 DRAWN BY: WPS SHEET: SK-3 of 3
SCALE: NONE CHECKED BY: GMO W.O. No: 04-740
Alaska Industrial Development and Export Authority
A —A
,to
EA, �, A.
Dz E_
Alaska Energy Authority
March 22, 2006
TO DISTRIBUTION — 26 pages
SUBJECT: Unalakleet Bulk Fuel Upgrade Project - Invitation to Bid (ITB)
REG-06-088, Addendum No. 2
The ITB Package is hereby clarified or changed by the following:
Specifications:
Documents 00020-1 Invitation for Bid and 00800-1 Supplementary Conditions;
change the Substantial Completion date from "July 31, 2007" to "August 15,
2007".
2. Document 00800-5 Supplementary Conditions, Special Condition SC-2, change
the fuel receipt date from "approximately mid July 2007" to "approximately end of
July 2007".
3. Document 00800-1 Supplementary Conditions, Project Schedule third paragraph,
change last sentence to read:
"Final installation, calibration and testing of systems, finish grading, punch
list items, and decommissioning work (Additive Alternate A), if authorized,
are anticipated to be completed during the summer of 2007."
4. Document 00825 Special Notice to Bidders, the prevailing wage rates for the
Little Davis Bacon Act will be updated April 1, 2006. These new prevailing rates
shall apply to this project, and will be incorporated into the contract. The web
address is: http://labor.state.ak.us/Iss/pamp600.htm
5. Section 01150, Surveying, paragraph 3.02 A. 2., replace with the following:
2. Pipelines: Survey top of pipe elevation, finished grade elevation, and
pipeline location along the entire pipeline alignment. Points shall be
surveyed at a minimum of 50 foot intervals. As -built pipeline plan and
profile drawings shall be provided with the record drawings at the end of
the project. Numerical values of the pipeline elevation shall be called out
on the pipeline profile at 50 foot intervals.
(ITB) REG-06-088, Addendum No. 2 Page 1 of 10
6. Section 02200 Earthwork, paragraph 3.08, add the following item under this
paragraph:
"C. The Contractor shall provide in -place density testing by nuclear method in
accordance with ASTM D 2922. All persons operating the nuclear
density gauge must be licensed to do so by the Nuclear Regulatory
Agency. Test density after compaction of each lift approximately once
every 9,000 square feet, or at least two times for each lift."
7. Section 02300 Geotextile: Paragraph 2.01 B.; delete the Base Fabric Weight
value of 8.0 oz/sq yd. Paragraph 2.02 B.; delete the Base Fabric Weight value of
6.9 oz/sq yd and change the Equivalent Opening Size from "No. 100" to 70
sieve". All other physical properties specified for geotextile fabrics shall apply.
8. Section 02315 Trench Excavation, paragraph 3.10 A. 1. under "Type of Fill"
replace "Pipe Bedding" with "Pipe Bedding and Trench Backfill".
9. Section 02310, Thermosyphons, add items under paragraph 1.01:
"H. The Force Account Contractor will provide as -built survey drawing
mapping locations of thermosyphon loops and proposed locations for
timber posts.
The Force Account Contractor will mark proposed locations of
approximately 160 timber dike wall posts with 2"x2" wooden markers with
fluorescent painted ends terminated approximately 1-inch above grade.
J. The Bid Contractor, at his sole discretion, shall randomly dig down by
hand to confirm all post locations."
10. Section 06110 Pressure Treated Lumber, paragraph 2.01 D., add the following
item under this paragraph:
"2. At the Contractor's option approximately one hundred and sixty (160)
timber dike wall posts shown on Sheet C-8 and detailed on Sheet C-10
may be rough sawn lumber provided pressure treatment requirements
can be met using this material."
11. Section 06110 Pressure Treated Lumber, paragraph 2.03 TIMBERS, add the
following items under this paragraph:
"B. At the Contractor's option approximately one hundred and sixty (160)
8"x12"x 8 foot timber dike wall posts shown on Sheet C-8 and detailed on
Sheet C-10 may be 8"x8" x 8 foot timber posts provided the following
grade and species are provided:
1. Doug Fir No. 2, Posts and Timbers, Fb = 750 psi per AF&PA
standard.
2. Hem Fir No. 1, Posts and Timbers, Fb = 975 psi per AF&PA
standard."
Note: Extra care will be required when pre -drilling and counter sinking
lags in the smaller timbers posts where splicing of the 6"x6" dike wall
timbers will be required.
(ITB) REG-06-088, Addendum No. 2 Page 2 of 10
12. Section 09910 Exterior Coating Systems, paragraph 3.03 A., add the following
sentences to the end of the paragraph:
"UL tank fabricators shop coated tanks only require periodic inspection by
the NACE certified inspector. As a minimum this shall include inspection on
each day surface preparation and coating work is completed, with DFT
reading taken on each coat of the coating system. Field applied coatings
require the NACE certified inspector to be on site continuously during all
surface preparation and coating application observing the work, recording
ambient conditions, and making DFT readings of each coat of the coating
system."
13. Section 09910 Exterior Coating Systems, paragraph 3.03 D., replace with the
following: "Type I magnetic pull -off gauges, Type II magnetic flux and eddy
current gages, or other nondestructive type dry film thickness gauges with equal
or better accuracy readings to these dry film thickness gauges will be
acceptable."
14. Section 11951 Spill Response Equipment, paragraph 2.02 BID SCHEDULE,
make the following modifications to the table:
a. Absorbent Boom: Change from "4-inch x 40 ft, min 100 gal/40 ft" to "5-inch x
40 ft, min 32 gal/40 ft".
b. 2-inch centrifugal pump, delete "(Option #2: Homelite #320 rated at 140 gpm
with 2" camlocks)."
15. Section 13200 Vertical Storage Tanks, paragraph 1.04 B., first sentence, delete
the words "at least one month".
16. Section 13200 Vertical Storage Tanks, paragraph 1.05 B., modify as follows:
"B. Testing:
1. Field Welding: For tanks welded in the field away from the UL tank
fabricators shop provide independent testing firm to perform testing
and inspection for tank welding.
2. Shop Welding: For tanks welded at the UL tank fabricators shop
provide independent testing firm or designated QC person who works
for tank manufacturer whose sole job is Quality Control to inspect tank
welds on a regular basis."
17. Section 13202 Vertical Storage Tank Work, paragraph 1.06 D., end of the
second sentence, change "API 6D" to "API 12D".
18. Section 13202 Vertical Storage Tank Work, paragraph 1.07 A., add the following
sentence to the end of the paragraph:
"The Contractor will be given a total of approximately 100,000 gallons of
water for hydrostatic testing and must coordinate receipt of this water from
the Water Treatment Plant."
19. Section 16010 Basic Electrical Requirements, paragraph 1.11 C. first sentence,
change "Anchorage or Fairbanks" to "Anchorage, Fairbanks, or Kenai".
(ITB) REG-06-088, Addendum No. 2 Page 3 of 10
20. Section 16900 Fuel System Control Panel, paragraph 1.05, revise as follows:
A. Control panel manufacturers outside of Anchorage shall pay the airfare
for one person, one day car rental, one night's lodging near their
fabrication shop, plus $1,500 ($600 for Kenai & $700 for Fairbanks) in
travel time plus miscellaneous costs to transport the electrical designer to
their shop for the bench test.
21. Appendix B, Project Permits, add the attached 15 pages from the Alaska
Department of Transportation (ADOT) for the permit for work within the
Unalakleet Airport boundaries and crossing the Kouwegok Slough Bridge No.
1308. Among other requirements in the permit, the pipelines within the Airport
boundary will need to be buried a minimum of 4 feet below grade. This will only
affect the piping between approximately Stations 23+50 and 24+35 as shown on
Sheet C-20. Transition from the bridge abutment penetration elevation to a
minimum of 4 feet below grade approximately 30 feet from the bridge abutment.
The remainder of the pipeline alignment is not within ADOT property or an ADOT
right of way, and may have 3 feet minimum depth of cover as shown on Detail 5
Sheet C-18.
Drawings:
Sheet C-2, General Notes, Abbreviations, and Legend:
a. General Notes, Note 8., add the following sentence to the end of this note,
"Coordinate the moving of materials, equipment and other items with existing
overhead electric power distribution systems."
b. Existing Tank Repairs, Note 5. B., repairs to existing Tank #18. Change the
fourth sentence to read as follows "Tank is currently used to store aviation
gasoline and will be used to store Jet A after this project is completed."
2. Sheet C-10, Timber Containment Dike Details, Detail 3, change the dike liner
corner cover height from "3 ft 9 1/2-in" to "3 ft 6-in" in two locations.
3. Sheet C-18, Marine Header Plan, Detail 1. Near the bottom of the detail switch
the "4-inch Schedule 80 Fuel Oil Pipeline" and the "4-inch Schedule 80 Gasoline
Pipeline" notes. This change also is required on Addendum #1 Sketch SK-3.
4. Sheet M-12, Pump Enclosure Details, make the following changes:
a. Detail 4, change note at the bottom left hand side of the detail to read
"Provide eight (8) 8"x12"x 8 foot long pressure treated timbers evenly spaced
for UVEC pump enclosure foundation, embed two thirds of the timbers depth
into the membrane liner ballast."
b. Detail 1, for the UVEC pump enclosure only; change the leg height from "2
feet 0 inches" to I foot 4 inches".
5. Sheet E-2, One -Line Diagrams and Details, Detail 5 for electrical service conduit,
revise detail to show power feeder conduit entering back of control panel, see
attached revised detail, Sketch SK-1.
(ITB) REG-06-088, Addendum No. 2 Page 4 of 10
6. Sheet E-4, Bulk Tank Farm Electrical Plan, add the following General Notes:
"D. Conduit between control panels CP-1, CP-3, CP-4 and CP-5 and the
meter base shall run below grade away from vehicle traffic and above
the rigid insulation as shown on SK-1 of Addendum #2.
E. Conduits between area/security lights & CP-6, and EM Stops & CP-6
shall run below grade below rigid insulation."
7. Sheet E-13, Electrical Details, Detail 1, add the following notes to the detail:
Notes:
1. The minimum depth of cover for conduits in non -traffic areas is 18-inches.
2. The minimum depth of cover for conduits in traffic areas is 30-inches.
Clarification to Contractor Questions:
The following clarifications are provided in response to questions submitted by
Contractors and Suppliers bidding the project:
1. The Contractor needs to confirm staging area, coordinate with the Owner of the
proposed property, and submit proposed location in accordance with Section
01500-1 Temporary Facilities and Controls paragraph 1.03 A.
2. Two barge landings in the community have been indicated on the cover sheet for
the drawings, the UNC Barge Landing and the City Dock. Other areas where
barges can be landed may be available. The Contractor needs to make all
arrangements with the appropriate people in the community for landing barges
and receiving materials in Unalakleet.
3. Bids will be evaluated in accordance with Document 00100-4 Information to
Bidders paragraph 100.12, replace "on the basis of the base bid and any or all
additive alternates and the apparent low Bidder announced" with "on the basis of
any or all alternates and the apparent low Bidder announced."
4. Document 00700-37 General Conditions paragraph 11.8 specifies both liquidated
and actual damages. Document 00800-3 Supplementary Conditions quantifies
liquidated damages at $3,000.00 per day. Actual damages are not quantifiable.
The language contained in the General Conditions is required per our
Department of Transportation contracting authority. Essentially the AUTHORITY
has the right to go after actual damages in addition to liquidated damages should
there be a reason to. Generally actual damages would not be pursued unless
they exceed the amount recovered under liquidated damages.
5. The Contractor may modify their completed original bid by fax as long as the
correct, Form 25D-16 from Document 00350-1 Bid Modification is used and the
AUTHORITY is in receipt of this form prior to the scheduled time of the bid
opening.
(ITB) REG-06-088, Addendum No. 2 Page 5 of 10
6. The Contractor must dispose of all hazardous waste generated by his activities.
This includes sludge removed from the bottoms of existing tanks prior to tank
cleaning, see Sections 02082 Decommissioning Fuel Storage Tanks and Piping,
and 13203 Tank Cleaning.
7. Contaminated soils are not expected. If encountered the handling of
contaminated soils shall be in accordance with Document 00800-8
Supplementary Conditions, Special Condition SC-15.
8. Work required by Section 02082 Decommissioning Fuel Storage Tanks and
Piping is Additive Alternate A, see 02082-2 paragraph 1.06 A. and Section 01100
Summary of Work paragraph 1.03 A. 3. This includes all tanks in Table 1 on
02082-7. All tanks are above ground tanks; see 02082-4 Paragraph 3.01 A.
9. The status of tanks being decommissioned by this project having manholes is
unknown. This work is Additive Alternate A (Section 02082). Specification
allows holes to be cut in tanks for the purposes of decommissioning.
10. Work associated with existing tanks which are to be reused is part of the Base
Bid. This includes Tank #PP1, #3, #18 and #22. Work on these tanks is covered
by Section 13202 Vertical Storage Tank Work, and Section 13203 Tank
Cleaning, see 13202-1 paragraph 1.01 and 13203-1 paragraph 1.01.
Restrictions as to when the refurbishing of the four existing tanks can be
performed are given on Sheet C-2, General Note 12. Document 00800
Supplementary Conditions, Special Conditions SC-2, SC-6, and SC-7 also
applies to outages and interruption in the operation of existing fuel systems.
a. No, it would not be safe to assume all four tanks can be taken out of service
immediately without adversely affecting current services or having to provide
temporary service. However the four tanks may all be able to be taken out of
service at one time.
b. UVEC Tanks #PP1 and #3 will be able to be taken out of service at the same
time. Whether or not both tanks can be taken out of service at the same time,
and the duration of time these tanks can be taken out of service are both
dependent on the time of the year of the service interruption.
c. No, it would not be a safe assumption that WCAS Tank #18 can be taken out
of service for the duration of the project without adversely affecting current
services or having to provide temporary service.
11. Referencing Sheet C-11, UVEC Tank Farm Removal Plan, Note 5.
a. There is no reason to believe that the dike liner and ballast material being
removed are contaminated. If material removed is clean it can be reused
provided it meets material gradation spec for the intended used. Dike liner
must be disposed of by the Contractor.
b. The liner and ballast material shall be removed and entire site will be
regraded and compacted with the exception of the area below the 180,000
gallon tank foot print.
12. The Alaska Department of Transportation (ADOT) anticipates bidding a project in
September of 2006 which will raise a portion of Landfill Road and construct
Sanitation Road. Construction for these projects is anticipated to occur in the
summer of 2007. The section of Landfill Road from the east bridge abutment at
Kouwegok Slough to the west side of Trail Creek, from approximately Station
(ITB) REG-06-088, Addendum No. 2 Page 6 of 10
31 +00 to 44+00 as shown on Sheets C-22 and C-23, will be raised above the
100 year flood elevation. Sanitation Road will be located between Landfill Road
and the Landfill and will be approximately 630 feet in length. The Contractor
shall coordinate this project as well as other construction projects in the
community with the work required by this project in accordance with General
Note 11. on Sheet C-2, and other provisions of the Contract Documents.
13. The bridge shown on Sheets C-20 and C-21 is currently in place. Please note
the date of the aerial photograph is September of 1998, before construction of
the bridge. This project will install pipelines under the bridge including all pipe
supports, associated hardware, valves, appurtenances, and will provide concrete
abutment wall penetrations.
14. Loading and permitting the use of the Kouwegok Slough Bridge, DOT Off -
systems Bridge No. 1308, shall be in accordance with ADOT requirements,
Document 00700 General Conditions, and Document 00800 Supplementary
Conditions, Special Condition SC-10. The Contractor must contact ADOT
Weights and Measures in Anchorage and tell them the weight of the vehicle they
want to bring across the bridge, the number of axels, axel spacing, etc. for a
determination of whether it is within the legal limit. If legal they will issue a permit
directly. If not legal they will contact the Bridge Division with information and ask
for a determination.
15. Landfill road was constructed in approximately the summer of 1999 by ADOT.
The design drawings for this road indicate the road prism consists of ADOT
Standard Specification Type C Selected Material placed on the existing ground to
1050 mm below the proposed road surface. Type B Selected Material was then
to be placed from 1050 mm to 150 mm below the proposed road surface. The
top 150 mm of the road surface was to be Subbase, Grading C. No as -built
information or quantifiable gradation is known to exist for the road bed material.
Bedrock is not expected along the pipeline alignment. Native material on the
west side of Kouwegok Slough may be encountered although material is
anticipated to be suitable as backfill material. Pipe bedding material needs to be
in accordance with the Contract Documents.
16. Document 00800 Supplementary Conditions, Special Condition SC-9 indicates
that pad construction up to elevation 17.17 feet by others will be completed no
later than June 4, 2006.
17. Assume the bulk tank farm pad is constructed to a toe of slope catch -point -to -
natural -ground based on elevation 17.17 feet and the Contractor needs to
expand the overall pad footprint when the elevation of the pad is raised to the
required elevation of approximately 19 to 20 feet. Survey notes for slope stakes
will not be made available during the bidding process.
18. The marking of the proposed timber posts locations by the Force Account
Contractor will occur on or before June 4, 2006. The Bid Contractor can observe
this work but does not have the option of dictating when it occurs. The Force
Account Contractor will complete the required staking and mapping prior to
demobilizing from the site.
19. Surface course is required outside of the bulk tank farm dike walls as indicated
on Detail 3 on Sheet C-9. This includes all areas outside of the timber dike walls
except for where the truck fill containments areas are located and the
embankment side slopes, see Sheet C-3. Some other small areas will require
minor amounts of surface course such as at the AVEC tank farm; see Detail 4
(ITB) REG-06-088, Addendum No. 2 Page 7 of 10
Sheet C-9. Finish grading plus approximately 6-inched of surface course will be
required at the City, School and Corporation intermediate and dispensing tanks
for leveling the sites before placing tanks provide by this project.
20. Surface course is crushed but does not have any specific fracture requirements.
21. Salt content in the select fill and bedding material is not a concern except for
under tanks where we have indicated this material is to be washed, see Sheet
C-9 Details 3 and 4.
22. Penetrations through the Secondary Membrane Liner do not need to be sealed
but should be kept to a minimum. All penetrations through rigid insulation and
the secondary liner should be made in a neat and orderly fashion. Timber dike
posts and a few conduits are the main items that need to go through insulation
and secondary liner. Penetrations through the Primary Membrane Liner are not
allowed. Reference Section 02600 Membrane Liners and Sheet C-9, Tank Farm
Sections.
23. "Sump Drain Piping" and perforated "Drainage Piping" are specified in Section
02200 Earthwork. Sheet M-3 shows the sump drain piping. Sump drain piping
has also been detailed on Sheet C-19, Detail 5. Sheet C-4 shows the perforated
drainage piping.
24. Sheet C-19 Detail 4 indicates that thermosyphon bracing and associated
hardware is provided by this project. This detail also indicated the Competitive
Bid Contractor needs to coordinate installation of the bracing with the
thermosyphon manufacturer, and needs to provide temporary shoring (if
required) until permanent bracing can be installed. It should also be noted that
Section 02310 Thermosyphons, paragraph 3.02 K. indicates that the Bid
Contractor shall provide thermosyphon condenser bracing as detailed on the
Drawings and provide any required temporary bracing.
25. Section 13200, Vertical Storage Tanks paragraph 1.04 B. was written with the
idea of field erected tanks. The intent was to have approved shop drawings prior
to fabricating steel for field erection. Submittals will be reviewed and returned to
the Contractor within 10 days of receipt as indicated in Section 01300 Submittals,
see 01300-6 paragraph 1.08 B. 10. In addition critical submittals will be
expedited at the Contractor's request. Transmission of submittals via e-mailed
PDF's will also be acceptable to expedite this process.
26. Section 13200 - Vertical Storage Tanks, paragraph 1.05 Quality Assurance, tank
leak test specifies a hydrostatic test. If UL 142 allows air testing of vertical tanks
with weak shell to roof construction for emergency venting then this is
acceptable. If this will be done submit evidence that air testing is acceptable to
UL and specific procedures that will be used for air testing.
27. Hot dip galvanizing ladders, ladder cages, hand rails, platforms and catwalks that
bolt to vertical and horizontal tanks are acceptable instead of coating these items
as specified in Section 13200 Vertical Storage Tanks and Section 13201
Horizontal Storage Tanks. Hot dip galvanizing should be in accordance with
Section 05910 Hot Dip Galvanized Coatings.
28. Section 13202 specifies requirements for tank bottom replacement and requires
shop drawings to be submitted for this work. Section 13202 also specifies
requirements for moving tanks and requires a Work Plan to be submitted for
moving tanks.
(ITB) REG-06-088, Addendum No. 2 Page 8 of 10
29. Section 15190 Pipe, Valves and Fittings, paragraph 2.01 indicates ASTM A106
pipe, 2.02 indicates ASTM A234 fittings, and 2.03 indicates ASTM A105 flanges.
These are correct piping component materials having a maximum allowable
operating condition of -20 to +100 degrees F. One of the only low temperature
piping component materials required for this project are the actuated ball valves,
Section 15484 paragraph 2.03.
Thank you for your interest in our Invitation to Bid.
Sincerely,
Mary Jur;i
Procurement Manager
DISTRIBUTION:
Alaska Energy Authority
bcareyCcD aidea. or
Dodge Plans Room-Fbks
f r alaska.net
McGraw Const Dod a-Anch.
chris lausten me raw-hill.com
AGC Plans Room — Fairbanks
fairbanksa c acsalaska.net
The Plans Room, LLC.
mail the lansroom.com
Associated Builders & Contractors
loren abcalaska.or
Alaska Energy Authority
rbrown aidea.or
STG
Charles.st inc ci.net
BMT — Northwest
r ibbs brat-tank.com
T Bailey
tanaka tbaile corn
Tidy Steel/ Regal Tanks
ter re altanks.com
American Marine Corp.
Jeff2 enco.or
Swalling Construction
mswallin swallin .com
Inuit Services, Inc,
t eterson inuitservices.com
Hankal Construction, Inc.
harkalconstructionpgrnail.corn
Udelhoven
jeffCcDpengg.org
MKB Constructors
m'ensen mkconstructors.com
DJC Plan Center
plancenter d'c-or.com
Rockford Corporation
a rockfordak.com
Oregon Contractor Plan Center
brie orcontractor.com
Greer Tank
www.greertank.com
Alaska Road Boring Company
thebnes arbcalaska.com
Greer Steel
kalm uist eschelon.com
SKW Eskimos, Inc.
ttyPskw.asrc.corn
Thomas Industrial Coatings
Ihahn thomasind coatin s.com
Kane Inc.
kaneinc acsalaska.net
Jaffa Construction Inc.
affa(a-)eag le. ptialaska.net
Bristol Fuel Systems
rdeboer bristol-com anies.com
(ITB) REG-06-088, Addendum No. 2 Page 9 of 10
Air Tek, Inc.
airtek tialaska.net
Morse Construction Group, Inc.
karen morsec .com
Bering Pacific Construction
mikeb2berinqpacific.com
Northland Services
Istauffer north land services. com
Control Craft, Inc.
controlcraft alaska.net
Great Basin Environmental, Inc.
dkillmer tenv.com
Northern Lights Electric
nle acsalaska.net
(ITB) REG-06-088, Addendum No. 2 Page 10 of 10
STATE OF ALASKA
DEPARTMENT OF TRANSPORTATION
AND PUBLIC FACILITIES
UTILITY PERMIT
(MAJOR)
PERMIT NO. 2-840500-06-001
PAGE 1 OF L
REMvFD
uw,
Approval
Recommended: DATE: 01-17-2006
TITLE: REGIONAL PERMIT CVICER REGION: NORTHERN
THE STATE OF ALASKA, acting by and through the DEPARTMENT OF TRANSPORTATION AND PUBLIC FACILITIES,
hereinafter called the DEPARTMENT, grants a MAJOR Utility Permit to:
CITY OF UNALAKLEET OF: UNALAKLEET AK 99684
hereinafter called the PERMITTEE, permission to construct, install and thereafter perform routine
maintenance, use and operate a:
THREE (3) FUEL PIPELINES,+L{rJCH F-Ac14
hereinafter called the FACILITY, located as follows:
WITHIN THE UNALAKLEET AIRPORT AND CROSSING KOUWEGOK SLOUGH ON BRIDGE 41308
across, along or under property of the DEPARTMENT, acquired and utilized in the operation and maintenance of
a State Transportation System, at the aforementioned locations and/or positions, and in strict conformance
with plans, specifications and special provisions attached hereto and made a part hereof, and not otherwise.
A. In accepting this Utility Permit for the FACILITY, the PERMITTEE agrees to comply with the provisions
of AS 02.15.102, AS 02.15.106, AS 19.25.010, AS 19.25.200, AS 35.10.210, and AS 35.10.230; the terms,
requirements and regulations as set forth in 17 AAC 15 as authorized under Administrative Procedures Act,
AS 44.62.010 -- 44.62.650 and the applicable policies, directives and orders issued by the Commissioner of
the DEPARTMENT-
B. The entire cost of routine maintenance operations of the FACILITY are to be paid for by the
PERMITTEE, and said Facility shall comply with all applicable codes.
C. The PERMITTEE's construction, installation and maintenance operations of the FACILITY shall be
accomplished with minimum interference and interruption of the use, operation and maintenance of the
DEPARTMENT's right-of-way and/or public facility; or as hereinafter provided in the DEPARTMENT's Special
Provisions, attached hereto and made a part hereof, and shall at all times in no way endanger the general
public in its use of the public property.
250.-260 (5114'))
PERMIT NO. 2-840500-06-001
PAGE _2_ OF
D. The DEPARTMENT, in granting this Utility Permit, reserves the right to use, occupy and enjoy its
property for a public transportation system and for public transportation purposes in such a manner and at
such times as it deems necessary, the same as if this instrument had not been executed by the DEPARTMENT. If
any such use by the DEPARTMENT shall at any time necessitate any change in location or manner of use of said
FACILITY, or any part thereof, such change or alteration shall be made by the PERMITTEE according to the
terms of one of the two clauses set out below as identified by a checkmark before the applicable clause.
(1) The PERMITTEE will be reimbursed in full by the DEPARTMENT for all costs incurred in making
such changes or alterations to the FACILITY that qualify under the provisions of AS
02.15.104(c), AS 19.25.020(c), or AS 35.10.220(c).
_XX_(2) The PERMITTEE shall promptly remove or relocate said FACILITY at no cost to the DEPARTMENT in
accordance with the provisions of AS 02.15.104(c)(4) or (5), AS 19.25.020(c)(4) or (5), or
AS 35.10.220(c)(4) or (5).
E. On public property being utilized for right-of-way on highways originally established as, or
converted to, controlled access highways, ingress or egress thereto for maintenance and operation of the
FACILITY is limited to the locations as designated by the DEPARTMENT. However, the DEPARTMENT may allow the
PERMITTEE ingress and egress whenever such is necessary to effect repairs and maintenance of the FACILITY
and when no other access is available. If the DEPARTMENT determines such access is in conflict with the use
of the controlled access highway, the FACILITY will be relocated.
F. The State of Alaska and the DEPARTMENT for the purpose of this Utility Permit, hereby disclaim any
representation or implication to the PERMITTEE that the DEPARTMENT has any title in any property other than
the interest conveyed to the DEPARTMENT for specific purposes as described by the instrument conveying the
land to the DEPARTMENT.
G. The PERMITTEE by these presents accepts notice and agrees that any expenses or damages incurred by the
PERMITTEE through the abandonment, removal, reconstruction or alteration of any public facility, or incurred
by said PERMITTEE as a result of this disclaimer shall be borne by said PERMITTEE at no expense whatsoever to
the DEPARTMENT or the State of Alaska.
H. The waiver or breach of any of the terms or conditions of this Utility Permit or provisions of the
Administrative Code, by the DEPARTMENT shall be limited to the act or acts constituting such breach, and
shall never be construed as being continuing or a permanent waiver of any such term or condition, unless
expressly agreed to in writing by the parties hereto, all of which shall remain in full force and affect as
to future acts or happenings, notwithstanding any such individual waiver or any breach thereof.
I. Only the Commissioner of the DEPARTMENT or his delegate shall have the authority to waive any term or
condition herein contained.
.I. The PERMITTEE shall not assign or transfer any of the rights authorized by this Utility Permit
except upon notification to and approval by the DEPARTMENT.
25D-2W (5/90) .1.
PERMIT INTO. 2-84,0.�500-06-001
PAGE 3OF 5
K. The PERMITTEE agrees to comply with all regulations concerning present and future use of the public
property acquired, or reimbursed by Federal -aid funds.
L. The PERMITTEE shall give the DEPARTMENT not less than ten (10) days prior written notice, unless
otherwise agreed to by the parties hereto, of the PERMITTEE's intention to enter upon the DEPARTMENT's
property for the purpose of major maintenance, reconstruction, altering or removal of the FACILITY, provided,
however, that normal routine maintenance is excepted from this provision, and provided further, that in any
instance of sudden emergency requiring prompt and immediate action to protect the public safety, or to mitigate
damage to private or public property, no prior notification to the DEPARTMENT will be required. The PERMITTEE
shall notify the DEPARTMENT and the Alaska State Troopers, of the location of the emergency and extent of work
required by the most expeditious means of communication as soon as reasonably possible to do so, and the
PERMITTEE shall take such measures as are required to protect the health and safety of the traveling public
or public facility users for the duration of such emergency operations.
M. The PERMITTEE shall indemnify and hold harmless the State of Alaska and the DEPARTMENT, or either of
them, from all liability for damage to property, or injury to or death of persons, arising wholly or in part
from any action taken by the PERMITTEE in relation to the PERMITTEE's FACILITIES on DEPARTMENT rights -of -way or
other permitted locations. (17 AAC 15.061)
N. The PERMITTEE is subject to all previous easements and Utility Permits and any damage to any other
utility will be the PERMITTEE's responsibility-
O. The PERMITTEE agrees to be responsible for the compliance with all applicable Federal, State, and
local laws, regulations, codes and ordinances-
P. The PERMITTEE agrees to be responsible for obtaining all other appropriate permits or letters of
non -objection needed from Federal, State and local agencies, or conflicting lessees, property owners or
utilities.
Q. The PERMITTEE may be required, within thirty (30) days after completion of any improvement placed upon
or in the premises herein, deliver to the DEPARTMENT as -built drawings showing the location and construction
specifications of said improvement.
R. This Utility Permit is issued under the provisions of applicable Alaska Statutes and Administrative
Code effective as of the date of execution of this instrument by the DEPARTMENT.
S. The PERMITTEE agrees that the FACILITY will be constructed in accordance with the attached:
1. Plans dated_12/05_, consisting of PLAN DRAWINGS W/APPROVED BRIDGE DESIGN_;
2. Spec ificat}}}}}}'ons consisting of page_A�A- thru page (��/� and
3. (Other) T
which, by this ref e ence, are made a part hereof, and in accordance with the applicable codes pertaining to
the FACILITY, and not otherwise, unless prior written authorization is obtained from the DEPARTMENT to do so.
25n--2W
PERMIT NO. 2-8405o 0-06-001
PAGE 4 OF 45
T. The PERMITTEE agrees to reimburse the DEPARTMENT for actual costs of inspection and testing as
required during the performance of the work proposed by the PERMITTEE. The scope of inspecton and testing
shall be determined by the Regional Utilities Engineer. The costs billed to the PERMITTEE will be the actual
DEPARTMENT's costs incurred while performing the inspection and testing.
U. The PERMITTEE agrees by entering on the DEPARTMENT's property to indemnify the DEPARTMENT and its
contractors of all costs tangible or intangible that would be the result of any delay in a construction
project of the DEPARTMENT caused by work done under this permit.
V. The PERMITTEE agrees to reimburse the DEPARTMENT for the length of the facility to be installed in
excess of 200 feet (as indicated on the attached plans referred to in paragraph 'S' above) which is
calculated to be 300_ linear feet at $0.25 per foot to equal _$ 75.00_ (but not to exceed $2500) payable at
the time the permit is executed by the DEPARTMENT, unless arrangements have been made for the PERMITTEE to be
billed on a monthly basis.
SPECIAL PROVISIONS:
COPIES OF THE PERMIT & THE APPROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING CONSTRUCTION, INSTALLATION
OR MAINTENANCE OF THE FACILITY.
SHOULD CULTURAL OR PALEONTOLOGICAL RESOURCES BE DISCOVERED AS A RESULT OF THIS ACTIVITY, WORK WHICH WOULD
DISTURB SUCH RESOURCES SHALL BE STOPPED AND THE STATE HISTORIC PRESERVATION OFFICE NOTIFIED IMMEDIATELY.
SHOULD DISCREPANCIES APPEAR BETWEEN THE PERMIT TOGETHER WITH ITS SPECIAL PROVISIONS AND ATTACHED EXHIBITS,
THEN THE PERMIT AND SPECIAL PROVISIONS SHALL TAKE PRECEDENCE.
DURING CONSTRUCTION OR MAINTENANCE, NORMAL TRAFFIC & OTHER EXISTING USE PATTERNS SHALL NOT BE AFFECTED WITHOUT
AN APPROVED TRAFFIC CONTROL PLAN. THE OWNER/OWNER'S REPRESENTATIVE SHALL OBTAIN APPROVAL OF A COMPLETE TRAFFIC
CONTROL PLANT PRIOR TO PERFORMING ANY WORK UNDER THIS PERMIT. TRAFFIC CONTROL PLANS SHALL BE SUBMITTED TO THE
DEPARTMENT'S TRAFFIC SECTION FOR APPROVAL.
THE PERMITTEE SHALL LEAVE THE ROW IN A CLEAN CONDITION ACCEPTABLE TO THE DEPARTMENT.
A MINIMUM OF ONE TRAFFIC LANE SHALL BE KEPT OPEN AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE AIRPORT MANAGER.
THE ROAD AND BRIDGE SHALL NOT BE USED AS A STAGING AREA FOR MATERIALS AND EQUIPMENT.
THE MINIMUM DEPTH OF BURIAL WITHIN THE ROAD PRISM SHALL BE 4 FEET FROM ROAD SURFACE TO TOP OF FACILITY.
DITCHES WILL BE RESTORED EQUAL TO OR BETTER THAN EXISTING CONDITION AND DRAINAGE PATTERN WILL BE MAINTAINED.
THE ROAD SURFACE SHALL BE REPLACED IN ACCORDANCE WITH THE ATTACHED TYPICAL DRAWING ON PAGE J�
THE PERMITTEE SHALL COORDINATE AND SCHEDULE ALL WORK THROUGH THE LOCAL AIRPORT MANAGER.
THE PERMITTEE SHALL REMAIN CLEAR OF ALL RUNWAYS AND TAXIWAYS.
AS BUILT DRAWINGS ARE TO BE FURNISHED TO THE DEPARTMENT.
EXISTING SURFACE MATERIAL
9S% OF MAXIMUM DENSITY I ip
95% OF MAXIMUM DENSITY
PAGE ./5-OF 15�
PERMIT NUMBER c '16,3?i0 -06 e70 %
SURFACFjCOURSE GRADING)
SELECTED MATERIAL, TYPE A
I MAXIMUM OF D % PASSING
THE NUMBER 20D SIEVE.
E
E
6 SELECTED MATERIAL, TYPE 13
a
95% OF MAXIMUM DENSITY
.p
E
W
BURIED UTILITY
I
RAGKFILL REQUIREMENTS FOR UTILITIES TRENCHES
GROSSING UNPAVED ROADS
1. BACKFILL LIFTS SHALL BE COMPACTED IN LIFTS NOT EXCEEDING 6 INCHES. MAXIMUM
DENSITY WILL BE DETERMINED BY AASHTO T1SOD. FIELD DENSITY WILL BE
DETERMINED BY ALASKA TEST METHOD WAQTC TM-7 OR AASHTO T-31 D.
2. RESULTS OF ALL MATERIAL TESTS SHALL BE MADE AVAILABLE TO THE DEPARTMENT
OF TRANSPORTATION AND PUBLIC FACILITIES UPON REQUEST.
3. THE PERMITTE-E SHALL MAINTAIN ONE (1) FULL WIDTH LANE OF TRAFFIC AT ALL TIMES
UNLESS PRIOR WRITTEN APPROVAL I$ OBTAINED FROM D.O.T. & P.F.
4. REPAIRS WILL BE MAINTAINED TO THE DEPARTMENT'S SATISFACTION FOR A
PERIOD OF TWO YEARS FROM DATE OF REPAIR.
ALASKA DEPARTMENT OF
TRANSPORTATION AND
PUBLIC FACILITIES
NORTHERN REGION
JUNE 19D0-REVISED 2002
2513-263-N(7%00)
PAGE 6 of Iff
In consideration of the benefits accruing to the PERMITTEE by reasons
of the foregoing agreement, this said agreement is hereby accepted by the
PERMITTEE, and the said PERMITTEE hereby agrees to comply with all
of the terms, provisions, conditions, and stipulations therein contained.
Dated the / ?- day of -MatrA 120 O S
THE COMPANY OR PERMITTEE
City of Unalakleet
By David L. Soulak Title City Administrator
Attest
Title
ACKNOWLEDGMENT OF COMPANY OR PERMITTEE
STATE OF ALASKA )
,-kP JUDICIAL DISTRICT)
BE IT REMEMBERED that on this 1-7- day of ` nA C 1 V
20 OE, before me, the undersigned, a Notary Public of the State of Alaska,
personally appeared 1 4 ake ja.K
and
both to me personally known and known to me to
be the identical individuals named in and who
executed the foregoing permit, and acknowledged
the said instrument to be the free and voluntary act
and deed of the above named company for the uses
and purposes therein expressed and on oath stated
that they were authorized to execute said instrument.
pTA - "r �
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed the Seal of my Office the day and
a�f3i`G ?
year first above written.
;,` ..!o,•
My Commission Expires: Zee)'
®®<
A Notary Public
Permit No. -� 8 zd 5 L'IJ — ()(, - Oa /
The State of Alaska, acting by and through its DEPARTMENT of
TRANSPORTATION and PUBLIC FACILITIES (DOT & PF) has
caused this Utility Permit to be executed on the day and year herein
acknowledged below.
STATE OF ALASKA
OF
& PtDIHOFACILITIES
Title REGIONAL UTILITIES ENGINEER- NORTHERN REGION
DEPARTMENT OF TRANSPORTATION & PUBLIC FACILITIES
ACKNOWLEDGMENT
STATE OF ALASKA )
4TH JUDICIAL DISTRICT)
BE IT REMEMBERED that on this 2'"� iay of J01 ,1b
20 before me, th'eaundersi ed, Notary Public of the
personally appeared (-19 �ti,. (:t�±b,�y
of the DOT & PF known to
me fd be the identical person whb executed
the foregoing Agreement and _he acknowledged
to me that he executed the same for and on
behalf of the State of Alaska, DOT & PF with
full authority so to do, and for the uses and
purposes therein expressed.
IN WITNESS WHEREOF, I have hereunto set !! '
my hand and affixed the Seal of my Office the
�i
day and year above written. n 0 - Ryt
e
My Commission Expires: �,I a� �acl � � 'Sax
(% OFF-''�
�j A Notary Public
25D-261-N(9/99j
Page 17 • of � 6-
STATE OF ALASKA Permit No.
DEPARTMENT OF TRANSPORTATION AND PUBLIC FACILITIES
APPLICATION FOR UTILITY PERMIT
Application is hereby made for permission to place, construct and thereafter maintain a Petroleum pipeline
facility in, on, along or across properties controlled by the Department of Transportation and Public Facilities, as described below.
I. The Facility is to be located: Unalakleet, Alaska
II. Location and extent of required clearing: In existing roadbed (see attached plans)
III. Joint use with: In accordance with:
IV. Facility to be constructed in accordance with the following:
a. Plans dated 3/11/05,ReUVIml1 11q?� nsistingof 26 pages (Cover, G-1, G-2, C-1 to C-23)
b. Specifications dated consisting of
c. In conformance with (Code)
V. Work to commence on or about September 2005 and to be completed on or about August 2007
VI. Traffic control requirements shall be addressed by the facility owner/owner's representative per Special Provisions of the Utility Permit.
VII. Permits from underlying fee holders (Federal) have been: obtained , applied for , N/A x , Check One
The applicant in carrying out any or all of the work herein above mentioned or referred to in this application and in authorized Utility Permit issued
therefore, shall strictly conform to the terms of such Utility Permit; Alaska Statutes 02.15.102, 02.15.106, 19.25.010, 19.25.200, 35.10.210 and 35.10.230;
regulations as set forth in the 17 AAC 15 and 17 AAC 40 and any revisions thereto, and such policy directives as issued by the Commissioner of the
Department of Transportation and Public Facilities.
The applicant shall comply with regulations of all other governmental agencies and the work shall be accomplished in a manner that will not be
detrimental to the Department facility and appurtenances nor in any manner endanger the traveling public or facility users.
APPLICANT: City Of Unalakleet
ADDRESS: P.O. Box 28 Unalakleet, Alaska 99684
PHONE: (907)624-3531 DATE: d5 BTITLE:
David L. Soulal
Administrator
25D,261A-N(7/00)
Page 'S of it
PIPE CARRIERS
Permit No.
TRANSMITTANT: Diesellll, Diesel#2, Unleaded Gas, Av Gas FLASH POINT: li1=100F; 412=125F; Unleaded=-45F; AvGas=-50F
WORKING PRESSURE:
TEMPERATURE: Ambient
DIAMETER OF PIPE: w"
TYPE AND CLASS OF PIPE: Schedule 80 steel pipe - ASTM A53
ENCASEMENT DIAMETER & TYPE: N/A
VENT LOCATIONS: See attached plans LEFT RIGHT OF HIGHWAY CENTERLINE
CATHODIC PROTECTION: Sacrificial magnesium anodes installed at less than 700' intervals
CROSSING ANGLE:
DEPTH BELOW ROAD SURFACE*:
METHOD OF CROSSING: BORING: JACKING:
AND LENGTH:
OPEN CUT (unpaved surface only):_
LONGITUDINAL FACILITY LENGTH: Approx. 500' (on DOT area) DEPTH OF BURY (min 3611):_ 36" min
OFFSET FROM HIGHWAY CENTERLINE: Varies (see attached plans)
CONSTRUCTION CODE(S)APPLICABLE:_ IFC, IMC, IBC, National Electrical Code, State and Federal regs, American Welding
Society
ADDITIONAL INFORMATION:
*Crnssina mist he 4R" helnw road mnrface nr 46" helnw ditch hnttnm. which ever is greater.
1
UNAL
a
I
w R.9,t
wR.O,tC
60,n
�p.R
DEEP
BvnE)
1 01111�i
�4
1 Ir�1 1
i r
1 Ij
E.U.
LOCATION
r1Y
NAUKIF£�. `S
�[_Ot♦
`
LOCATION MAP
CONSULTANTS
RSA Engineering, Inc.
SLaCMFu,
ALASKA ENERGY AUTHORITY
BULK FUEL UPGRADE
UNALAKLEET, ALASKA
CONSTRUCTION DOCUMENTS
DECEMBER 14, 2005
INDEX TO DRAWINGS
ELVER STREET
SURVEY
G-1 COMMUNITY FUEL DATA
AND NET, SYSTEM DIAGRAM
G-3 SUR4L1 CONTROL
CIVIL
C-1 PROJECT LAYOUT PLAN
C-3 GENERAL NOTES. ABBREMAYONS, AND LEGENDS
C-3 TAM( EARN SITE PLAN
C-4 TANK FARM GRADING PLAN
C-5 TANK FARM LAYOUT PLANT
C-L VERTICAL TANK EWXDATON DETAILS
C-] TANK FARM TNERMOSYPHDN PLAN
C-R TANK FARM DIKING PLAN
C-9 TANK FARM SECTIONS
C-ID TIMBER CONTAINMENT DIKE DETAILS
C-11 LAC POWER PLANT TANK FARM REMOVAL PLAN
C-12 UVEC POWER PLANT TANK SITE PLAN
C-13 OTT WATER PLANT SIR PLAN
C-11 BSSD SCHOM SURDmSION PUN
C-15 BSSD URGE SCALE SITE RIMS
C-1fi XSID 5Lp1ALE BVIL➢ING ANY
WRING VIE PLAN
C-17 UNC GAS STATION SITE PLAN
C-LE CINL OETAL
C-19 CIVIL DETAILS
C-20 KWXEGOK SECTION BRIDGE PLAN
C-21 KWNEGCK SLOUGH BRIDGE DETAILS
C-23 PIPELINE PLAN 1
C-23 PIPELINE PLAN 2
Na
FlAM
MECHANICAL
M-1 SOIEWIES AND LEGEND
M-2 FUEL SYSTEM PVIHO SCHEMATIC
M-3 TANK FARM PIPING PLAIN
M-A 46.500 GALLON VFATCAL BULK TANK
M-5 EXISTING 80.60D GALLON YERTCAl BULK TANKS ( TANK FRI AND 13)
M-6 4.00E GALLON DELETE WALL INTERMEDIATE TANK (TANK 9SCI)
M-) SON) GALLON GWBLE WALL SUPPLY TANKS
M-B TWO GALLON DWRE WALL SUPPLY TANK
M-9 5.000 GALLON PROTECTED 0TSPEN9NG TANK (TANK /CPI)
M-ID 3.000 GALLON DOUBLE WALL INTERMEDIATE TANK (TANK /CYI)
U-11 3,000 GALLON PROTECTED DUAL PRWUCT DISPENSING TANK (TANK /CYE)
U-12 PUMP ENCLOSURE DETAILS
U-I3 PIPING DETAILS
M-14 MECNA.C. DETAILS
.-IS MEC.ANICAl OETALS
E-I ELECTRICAL LEGEND. IIXNRE SCHEDULE. SIC PLAN
E-2 ONE -LINE DIAGRAMS AND DETAILS
E-3 TANK FARM HAZARDOUS AREA AND GROUNDING PLANS AND DETAILS
E-4 ELECTRICAL PLAN, BULK TANK FARM
E-5 TANK FARM ENLARGED ELECTRICAL PLANS
E-6 POKER PLANT ENLARGED ELECTRICAL PLANS
E-] CITY DISPENSER AND UNC GAS STATION ENLARGED PLANS AND DETAILS
E-S CONTROL PANEL MCP-ISLHEVATIC DIAGRAMS AND DETAILS
E-9 CONTROL PANEL 'CP-Z' SCHEMATIC DIAGRAMS AND DETAILS
E-10 TRUCK FILL CdANW PANEL SCHEMATIC DIAGRAMS AND DETAILS
E-II COMMON CCNIRO PANEL 'CF-S SCHEMATIC DIAGRAMS AND DETAILS
E-I2 CTY DISPENSING CONTROL PANEL 'CP-0' SCHEMATIC DIAGRAMS AND DETAILS
E-13 ELECTRICAL DETAILS
m'e=;
Al,
�y
-93aD
g7�
W
NOTES
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�rr .�r rm.wm} r ¢ao�ar ar�rn
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lu
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ii
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Na
LI KOUWEGOK SLOUGH BRIDGE PLAN (DOT OFF -SYSTEMS BRIDGE NO 1308)
Q Yuc 4 ro
C-20
S
��,
_�
►S� S�
a BRIDGE—
—
(@TYPE "A" PIPE SUPPORT
APP
OVEDI
EGTtON
CPPH55
�,Q,�� I
i[ 30 0
CDT
B p1P
E OE51GN
,SENT OF
(@TYPE "B" PIPE SUPPORT
1�
11n�IN�a1�
Elm
Ift-A7l1�11^��i
■
■
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�
¢Q
_ mmxna ,o room.>ne
m
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rw.
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nm
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i
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C-21
NOTE6
APPROVED FOR
\ - f,ONSTRUCTION
o BRIOGE DESIGl1'SECTION
ALASKA DEPARTMENT OF TRANSEpRTAT10N
of AND PUBLIC FACILITIES
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CRITICAL HIGH FUEL LEVEL
ALARM HORN/STROBE. SEE PLANS
FOR LOCATIONS.
1 " GRSC, MIN.
INSTALL WEATHERPROOF CAP ON
TOP OF POST
3/8"X5" HOT -DIPPED GALVANIZED
CARRIAGE BOLTS WITH FLAT
WASHERS
3/4" PRESSURE TREATED MARINE
GRADE PLYWOOD BACKING
COORDINATE WITH FENCING
CONTRACTOR TO PROVIDE
3"GRSC POSTS ON EITHER
SIDE OF CONTROL PANEL
TO MOUNT PLYWOOD AND
STRUT,
LIQUIDTIGHT CONDUIT
OFFSET BEND
DO NOT PENETRATE
MEMBRANE LINER -
FEEDER CONDUIT
SEE 1/E2
CONDUIT SUPPORT
ROUTE CONDUIT WITH FUEL PIPIT
WHERE POSSIBLE. SEE 4/E13
WHERE ADDITIONAL SUPPORTS
ARE REQUIRED.
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MOUNT HORN/STROBE +24" MIN.
ABOVE TOP OF CONTROL PANEL.
CONDUIT SUPPORT, TYP.
MOUNT CONTROL PANEL MAX. 6'-6"
A.F.G. TO TOP OF PANEL.
STAINLESS STEEL UNISTRUT BRACKET
AND FITTINGS ANCHOR PANEL TO
UNISTRUT IN 4 LOCATIONS. SEAL
LIQUIDTIGHT WITH SILICON SEALANT.
FUEL SYSTEM CONTROL PANEL
ALL CONDUIT PENETRATIONS SHALL
ENTER/EXIT THE E
CONTROL PANEL HERE POSSIBLE.
PROVIDE CONDUIT SEAL WHERE
REQUIRED BY CODE. SEE SHEET E3.
PROVIDE SUITABLE PLATFORM CONSTRUCTED
FROM 3" X 24" X 12 GAUGE HOT DIP
GALVANIZED GRIP -STRUT AND PRESSURE
TREATED TIMBERS OVER CONDUIT/PIPING.
(IF ROUTED IN NEC 110.26 WORKING
CLEARANCE) TO ALLOW USER TO STAND IN
FRONT OF PANEL WITHOUT HAVING TO STAND
ON CONDUIT OR PIPING.
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Rev:se�2 �e�,•/�
TANK FARM CONTROL PANEL MOUNTING DETAIL
NTS
0.511610
Alaska Industrial Development and Export Authority
Al A
DEA/AE
Alaska Energy Authority
March 30, 2006
TO DISTRIBUTION — 2 pages
SUBJECT: Unalakleet Bulk Fuel Upgrade Project - Invitation to Bid (ITB)
REG-06-088, Addendum No. 3
The ITB Package is hereby clarified or changed by the following:
Drawings:
Sheet C-9, Detail 3, Typical Tank Farm Section: Delete the note at the left of the
detail which reads "PLACE 8" PLUS OVERSIZED MATERIAL AROUND
PERIMETER OF PAD".
Clarification:
In Addendum No. 2 under "Clarification to Contractor Questions" Item #3 should have
read as indicated below. There is not a revision to the Document 00100 as may have
been implied by this clarification.
"3. Bids will be evaluated in accordance with Document 00100-
Bidders paragraph 100.12, "on the basis of the base bid
additive alternates and the apparent low Bidder announced"."
Thank you for your interest in our Invitation to Bid.
Sincerely,
Mary Judi
Procurement Manager
4 Information to
and any or all
(ITB) REG-06-088, Addendum No. 3 Page 1 of 2
DISTRIBUTION:
Alaska Energy Authority
bcarevpaidea.or
Dodge Plans Room-Fbks
f r alaska.net
McGraw Const Dod e-Anch.
chris lausten me raw-hill.com
AGC Plans Room - Fairbanks
fairbanksa c acsalaska.net
The Plans Room, LLC.
mail the lansroom.com
Associated Builders & Contractors
loren abcalaska.or
Alaska Energy Authority
rbrown aidea.or
STG
Charles.st inc ci.net
BMT - Northwest
r ibbs bmt-tank.com
T Bailey
tanaka tbaile com
Tidy Steel/ Regal Tanks
terr re altanks.com
American Marine Corp.
J eff 2QU2Qco.or
Swalling Construction
mswallingaswalling.com
Inuit Services, Inc.
t eterson inuitservices.com
Hankal Construction, Inc.
hankaIcon struction ag mail. com
Udelhoven
Yac ues udelhoven.com
MKB Constructors
miensen@mkbconstructors.com
DJC Plan Center
lancenter doc-or.com
Rockford Corporation
ar rockfordak.com
Oregon Contractor Plan Center
brie orcontractor.com
Greer Tank
helms2greertank.com
Alaska Road Boring Company
thebnes arbcalaska.com
Greer Steel
kalm uist eschelon.com
SKW Eskimos, Inc.
tty2skw.asrc.com
Thomas Industrial Coatings
Ihahn thomasindcoatin s.com
Kane Inc.
kaneinc(@acsalaska.net
Jaffa Construction Inc.
affa ea le. ptialaska.net
Bristol Fuel Systems
rdeboer bristol-com anies.com
Air Tek, Inc.
airtek tialaska.net
Morse Construction Group, Inc.
karen morsec .com
Bering Pacific Construction
mikebgberingpacific.com
Northland Services
Istauffer northlandservices.com
Control Craft, Inc.
controlcraft alaska.net
Great Basin Environmental, Inc.
killmer benv.com
Northern Lights Electric
nle acsalaska.net
Valle Plan CenterLpIan]roomQvalleyplancenter.com
Alaska Mechanical, Inc.
on arnkalaska.com
Sumner Electrical Enterprise, LLC
sumnerelectric ahoo.com
(ITB) REG-06-088, Addendum No. 3 Page 2 of 2