Plans_1994_PtAustin_26036.pdf
PDF 2 MB Posted
- Solicitation number
- RFP 171 260000001750 3
- Issued by
- Huron County, Michigan
About this file
This is a technical plans and specifications document prepared by the Michigan Department of Natural Resources, Parks & Recreation Division, Marine Engineering Section for fuel system improvements at Port Austin Harbor in Port Austin Township, Huron County. The project involves the design and installation of a comprehensive fuel distribution system with secondary containment features for both gasoline and diesel fuel delivery at the harbor facility located in Section 30, T19N, R13E. The system includes primary and secondary fuel piping, sump boxes, direction change boxes, and support infrastructure along a pier structure extending approximately 3+87 to 4+87 stations, with specifications for materials, installation methods, and component details clearly delineated across four sheets of technical drawings and specifications.
The project specifications require hot-dip galvanized steel components meeting ASTM A123 and A153 standards, with primary fuel pipes capable of withstanding 250 psi pressure in accordance with ASTM D-380 testing protocols and secondary piping composed of 3-inch threaded carbon steel pipe. All sump and direction boxes must include lockable doors and be fabricated with concrete reinforcement using 6x6 wire mesh. Support structures are required at H-piles and midway between piles, with clean-outs spaced at 50-foot intervals. The document, prepared by the Marine Engineering Section for approval on 4/8/34 with drawing number 27-8719 32-H-01, establishes the technical requirements for contractor fabrication and installation of secondary containment piping and structural components necessary for safe fuel handling operations at the harbor facility.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Addendum_1_26036.pdf | ||
| SAMPLE Billable Rate Contract (Rev 04-25).pdf | ||
| RFP_26036.pdf | ||
| Photos_ETawas_26036.pdf | ||
| Photo_PtAustin_26036.pdf | ||
| Addendum_2_FY2025 Port Austin Bulk Fuel Deliveries.xlsx | XLSX spreadsheet | |
| Addendum_2_26036.pdf | ||
| Project Statement_26036-1.pdf | ||
| Plans_1996_ETawas_26036.pdf | ||
| Plans_2016_ETawas_26036.pdf |
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Text version
STATE OF MICHIGAN
DEPARTMENT OF NATURAL RESOURCES
PARKS & RECREATION DIVISION
PORT AUSTIN HARBOR
PORT AUSTIN TOWNSHIP, HURON COUNTY
FUUEL SYSTEM IMPROVEMENTS
PROROJECT SITE
PORT AUSTIN HARBOR
T 19 N, R 13 E, SECTION 30
POR
SEBEWAING
CASEVILLE
PORT AUSTIN
HARBOR BEACH
АCCOUNT NUMBER:
117-75-2799-324
MARINE ENGINEERING SECTION
MMENDED
FOR APRCOUAL: A4/8/34
7 SECTION CHEP / ga
PLANNING & DESIGN BRANCH
OF NATURAL
MARNE ENGINEERING SECTION
APPROVED:
DATE
27-8719
32-H-01 SHEET 1 OF
D2 &€ D3
HINGE SPACED EVENLY
AS REQUIRED
2 FORCE MA
1-BEAM W
1.5 T
LL SECONDARY IPING
(TYPICAL ALL BOXES)
TYP.
FIONG/B0QUID TIGHT BULKH
NOTE "A":
ALL SUMP/DIRECTION BOXES FABRICATED FROM
T BOXES TO BE
LOCKABLE DOOR.DOR CONTRACTOR TO SUSUPPLY
ALL SECONDARY CONTAINMENT PIPING
SUMP AND DIRECTION BOXES EXCEPON ALL
WHERE NOTED OTHERWISE
PRTMARY FUEL LINESEEXIBLE PIPE.
SECONDARY THREADED 3 DIA. CARBON STEEL
BOX/SECONDARY PIPE INTERFAD FITTING/BOOT
STEEL SUMP/DIRECTION BOX DETAIL
STA. 0+00 TO 3+87 (PIER JOINT)
BOXES
CONCRETE
H
ELEV. 580.57
ON SUMP BOXES
S1.
GENERAL NOTE:
OUT OF WATERo
FORCE MAIN NOTES:
LOCATED AS SHOWN ON SHEET 2
2. SUPPORTS TO BE PROVIDED AS FOLLOWS
AT H-PILES AND MIDWAY BETWEEN PILES
B. AT ELEVATION CHANGES
AT ELEVATION 580.49 (1955 IGLD).
4. MENCING WORIK CLEAN
ELECTRICAL NO
FLANGE CUT AT SOME PILE LOCATI
CONDUIT AND ELECTRICAL BOXES TO ВE
n-BOLT ANCHOR-
SECURE BOX TO PILE W/ANGLES
NECESSARY FOR NEW
MIN WIOTH OF PILE WEB
SEE NOTE "B
71955 IGLD)
CUT EXIST. AN
AS NECESSARY TO
DIRECTION CHANGE BOX
STA. 0+00 TO 3+87 (PIER JOINT)
SCALE: 1
SUMP BOX
STA. 0+00 TO 3+87 (PIER JOINT)
SCALE: 1" = 1'-0
RJO SCS HRB DCT 10-92 DRAWN 93 NO.
EXIST. SSP WALL
SUPPORT
U-BOLT ANCHOR
ASOLINE
PILE DETAIL
STA. 0+00 TO 3+87 (PIER JOINT)
SCALE: 1
UTNECIGANNGLE
SECTION 5A
OUT EXIST STEEL COVER
PLATE & ANGLE TO ALLOW
5A
5B
UNDER FUEL LINES
PI
LE
トーチール SECONDARY PIPING
CONC. DECKING
SECTION 5B
MAGMUM OSTANCE TO ALLOW
SUMP BOX D4
トーチャー
ВOX D5 DETAIL
STA. 3+87
SCALE: 1" = 1-0
TO REMAINER PLATE
SEE NOTE "
1.5
ЕХPANSION JOINT
5B
PLAN
INSTALL
45 WYE
/PLUG
EXISTING JOINT OPENING
BOX D4 DETAIL
STA. 3+87
SCALE: 1" = 1-0
DEPARTMENT OF NATURAL RESOURCES
RECREATION D
MARINE ENGINEERING SECTIONDNR
PORT AUSTIN FUEL SYSTEM
DETAILS
NSTALINEAR
OF PIER DECKING
NOTES:
BOXES D4 AND SECURED
TO SURROUNDING STER STRUCTURE
AS NECESSARY TO FOSGN MEMBERS
ALL DEBRIS IS TO BE KEPT OUT
PORT AUSTIN HARBOR
T19 N, R 13 E SECTION 30
32-H-01
DIESEL
EXIST.
TEEL SUMP/DIRECTION
BOX D6
B
1.5
DIRECTION BOX, D6. FASTEN TO
AND 1/A325 ANCHOR BOLTS, LOCK SECONDARY CONTAINMENT PI
1/2x2x 1/2 ANGLES
WITH 1/2 A325 ANCHOR
BOLTS, LOCK NUTS & WASHERS
BOX D7
BOTH SIDES NNECTION
BOTH SIDES ECTION
BOX D6 DETAIL
SCALE: 1° = 1'
-2 SUPPORTS-
EVENLY SPACED
INSTALL SUMP
CONCRETE ISLAND
SECTION B-B
SND CENTERED OVERFABRIC REINFORCEMEN
ECTION
DISPENSERS. (DISPENSERS BY OTHERS)
SECTION A-A
NO SCALE
SURVEY HRB DCT 10-92 DRAWN BY DCT 93
CONC.
MP
BOX D
1.
LIQUID
HOT- OP HINGED & LOCKABLE
(SEE BOX DETAIL, SHEET 3)
FORCE MAIN:
STEEL:
SCHEDULE 6 DS E ST E SUFPOTER, AT ALL
CLEAN OUTS TO BE SPACED AT 50 FOOT INTERVALS.
PROVED
BY THE STATE DEPARTMANT OF PUBLIC HEALTH.
SIEL FOR SUADDRETONOK FABRICATION SSHALISHA
BOXES SHALL BE HOT-DIP GALVANIZED MEETING ASTM TM AA 123.
PIPING SUPPORT
ALL COMPONENTS OF SUPPORTS BOTH ABOVE AND ANG BELOW
WITH ASTM A 123 OR ASTM A 153 WHERE APPLICPPLICABLE.
PRIMARY FUEL PIPE:
MINIMUM BEND RADIUSRADIUS OF 18 WITH NOKKINKING SHALL
250 psi WHEN WHEN TESTED TESTE IN ACCORDANCE WITH ASTM D-380.
GREATER THAN THAT OF THE PUMPS NORMAL OPERATING PRESSURE
WHEN TESTED IN ACCORDANCE WITH ASTM D-638 TEST METHOD.
TES PIOR O SUBJET0 el AIR PRESSURE HOLD
ONLY WITHIN A SUMP OR DIRECTION BOX
ALLE COMPONENTS BEUSED WITHIN EM SHALL DE COMPATIBLE WITH
SECONDARY FUEL PIPE:
3 THREADED PIPE AND ALL COUPLINGS SHALLBXIRA STRENGTH PIPE WALL THICKNESS OF 33ODIAMETER
CONCRETE:
WRE NESH REINFORCEMENT SHALL BE USED. 66-66
ON PLANS AND MIDWAY BETWEEN PILES. ABOVE DECK PIPE TO BE
MATERIAL SHALL BE HOT-DIP GALVANIZED MEETING ASTM A 153
PIPE SHALL EXTEND 1 INTO ON BOXES.
FINAL ACCEPTANAL
PORT
BOOT/BULKHEAD FITTING
WITH ALL PRODUCTS
FASTEN THE SEDOALLOW FOR PIPE
TO THE WALL OF THE SUMP/DIRECTIO(TYPICAL) INSPECTION HOLE-
AT DIESEL LOCATION
T
LOCK NUT AND WASHERS 1/4 STEEL
SUPPORT PIPE
REQUIREDS SET DEPTH
9-6
OF PIER
PIPE SUPPORT
STA. 3+87* T0 4+87
fCARBON STEEL SECONDARY PIPE
OSITION PARALLEL TO FUEL
OF DISNOSPENGER SUS INSIDE
SUPPORT
ENTIRE CIRCUMFERENCE
NSTALL
SUMP AT GASOLINE
LOCATION
ноВ Z DA. A325 ANCHOR
WEDLOCK NUTS & WASHER
RTMENT OF NATURAL RESOURO
MARINE ENGINEERING SECTION DNR SHEET
3/8
FUEL LINE
PORT AUSTIN FUEL SYSTEM
DETAILS
PORT AUSTIN HARBOR
TR 13 SECTION
LOCATION
SHEET 4 OF 4 -H-01
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