St. Joseph Regional Port Authority, Furnishing and installing a 14’x45’ hopper bin, overhead conveyor and catwalk, under bin mixer, and loadout conveyor

INVITATION TO BID
Sealed proposals, addressed to:
St. Joseph Regional Port Authority
3003 Frederick Avenue
St. Joseph, Missouri 64506
and endorsed "Proposal" for providing Commodities Blending and Storage. Sealed proposals and bids
will be received by St. Joseph Regional Port Authority until 10:00 a.m. (Prevailing Local Time) on
Wednesday, July 8th, 2026, at the office of the St. Joseph Chamber of Commerce, 3003 Frederick
Avenue, St. Joseph, Missouri 64506, and at that time will be publicly opened and read.
The proposed work includes, but not limited to:
Furnishing and installing a 14'x45' hopper bin, overhead conveyor and catwalk, under bin
mixer, and loadout conveyor as shown in the plans and detailed in the specifications.
Additionally, a 60'x120' hoop structure building with precast walls and concrete slab shall
be furnished and installed as shown in the plans and specifications.
Special Needs: If you have special needs addressed by the Americans with Disabilities Act, please
notify the St. Joseph Chamber of Commerce, at (816) 364-4110 or through Missouri Relay System,
TDD 7-1-1, at least five (5) working days prior to the bid opening you plan to attend.
The wage rates applicable to this project have been predetermined as required by the law and are set
forth in the bid proposal.
A Pre-Bid conference will be held at the St. Joseph Regional Port Authority located at 1616
Stockyards Expressway, St. Joseph, Missouri 64501 on Wednesday, June 24th, 2026, at 10:00 a.m.
Pre-Bid is not mandatory but is highly encouraged.
The St. Joseph Regional Port Authority hereby notifies all bidders that it will affirmatively ensure that
in any contract entered into pursuant to this advertisement, businesses owned and controlled by
socially and economically disadvantaged individuals will be afforded full opportunity to submit bids
in response to this invitation and will not be discriminated against on the grounds of race, color,
religion, creed, sex, age, ancestry, or national origin in consideration for an award.
Plans and specifications may be inspected at the St. Joseph Regional Port Authority and complete
instructions of bidders and proposal blanks may be obtained from Snyder & Associates at 802 Francis,
St. Joseph, MO 64506 (816.364.5222) upon the receipt of Forty dollars ($40.00). Payment is non-
refundable. Only contractors who have paid for plans and specifications and are listed on the plan
holders list will be eligible to bid.
Missouri Law, 292.675 RSMO, requires the awarded Contractor and its subcontractor(s) to provide a
ten-hour occupational safety and health administration (OSHA) construction safety program (or a
similar program approved by the Missouri Department of Labor and Industrial Relations as a qualified
substitute) for their on-site employees (laborers, workmen, drivers, equipment operators, and
craftsmen) who have not previously completed such a program and are directly engaged in actual

construction of the improvement (or working at a nearby or adjacent facility used for construction of
the improvement).
The awarded Contractor and its subcontractor(s) shall require all such employees to complete this ten-
hour program, pursuant to 292.675 RSMO, unless they hold documentation on their prior completion
of said program. Penalties for non-compliance include Contractor forfeiture to the Missouri
Highways and Transportation Commission in the amount of $2,500, plus $100 per Contractor and
sub-contractor employee for each calendar day such employee is employed beyond the elapsed time
period for required program completion under 292.675 RSMO.
The project will be awarded to the lowest, responsive, responsible bidder. Bidders must be on
MoDOT's pre-approved contractor list.
Proposals must be on forms provided in the Specifications and Contract Documents. The right is
reserved to reject any or all bids.
ST. JOSEPH REGIONAL PORT AUTHORITY
3003 FREDERICK AVENUE
ST. JOSEPH, MO 64506
Date: 6/5/2026

CONSTRUCTION PLANS
FOR
CITY OF ST. JOSEPH PORT AUTHORITY
COMMODITIES BLENDING AND STORAGE
CITY OF ST. JOSEPH
BUCHANAN COUNTY, MISSOURI
SCALE: 1" = N.T.S.
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PROJECT LOCATION
NW 1/4 NE 1/4
BUCHANAN COUNTY, MISSOURI
17
SW 1/4 SE 1/4
14TH
ST
MESSANIE ST.
PACIFIC ST.
VICINITY MAP
SECTION 17, TOWNSHIP 57N, RANGE 35W
(N.T.S.)
6TH
ST.
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PROJECT
LOCATION
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O PE-24839 E
F N
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ALEXANDER E. MACIAS
OWNER: MO PE#24839
SAINT JOSEPH REGIONAL
PORT AUTHORITY
3003 FREDERICK AVENUE
ST. JOSEPH, MO 64506
(816) 364-4110
ENGINEER:
SNYDER & ASSOCIATES
802 FRANCIS STREET
Index of Sheets
ST. JOSEPH, MO 64501
(816) 364-5222 Sheet Number Sheet Title
C1.0 TITLE SHEET
C1.1 GENERAL NOTES AND QUANTITIES
C2.0 EXISTING CONDITIONS
C3.0 PROPOSED IMPROVEMENTS
C3.1 IMPROVEMENT DETAILS
C4.0 BIN AND CONVEYOR PROFILE
C4.1 BIN AND CONVEYOR PROFILE
C5.0 HOOP STRUCTURE NOTES
C5.1 HOOP STRUCTURE DIMENSION PLAN
C5.2 HOOP STRUCTURE TRUSS SPACING
C5.3 HOOP STRUCTURE ELEVATION VIEW
C5.4 HOOP STRUCTURE DETAIL
ST. JOSEPH, MISSOURI
LOCATION MAP
(N.T.S.)
R
I
V
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UTILITY WARNING
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS
OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
ELECTRONIC TRANSMITTAL STATEMENT
THIS DOCUMENT MUST BE COMPARED TO THE ORIGINAL HARD COPY ISSUED AT THE DATE OF THE
ORIGINAL SIGNATURE AND SEAL TO ENSURE THE ACCURACY OF THE INFORMATION AND TO
FURTHER INSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE. NO
RELIANCE SHALL BE MADE ON A DOCUMENT TRANSMITTED BY COMPUTER OR OTHER ELECTRONIC
MEANS UNLESS FIRST COMPARED TO THE ORIGINAL SEALED DOCUMENT.

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S71-W53-N75 GENERAL NOTES EROSION CONTROL & POLLUTION PREVENTION PLAN - GENERAL NOTES
GENERAL NOTES:
COMPLETE WORK IN ACCORDANCE WITH MODOT, CITY OF ST. JOSEPH AND OWNERS SPECIFICATIONS.
A. INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR
A ST JOSEPH OPERATING PERMIT FOR STORM WATER DISCHARGE IS REQUIRED. COMPLIANCE WITH THE SEDIMENTATION BASINS DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND GRADING OPERATIONS.
NOTIFY CITY OWNER, ENGINEER AND PROPERTY OWNERS 48 HOURS PRIOR TO CONSTRUCTION.
STORM WATER POLLUTION PREVENTION PLAN IS REQUIRED IN THIS INSTANCE. A CONSTRUCTION PERMIT FOR
LAND DISTURBANCE WILL BE SECURED FROM THE CITY B. PRESERVER EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED
PROPOSED CONTOURS AND SPOT ELEVATION REPRESENT FINISH GRADE. FINISH GRADE
BY CONSTRUCTION OPERATIONS AT ANY TIME.
CONSISTS OF TOP OF PAVEMENT, SIDEWALK, OR TOP OF EARTH, DEPENDING ON SITE LOCATION.
SLOPES ARE TO BE LEFT IN A ROUGHENED CONDITION DURING GRADING.
C. MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN WORKING ORDER, INCLUDING CLEANING, REPAIRING,
THE FINISH FLOOR ELEVATIONS SHOWN WERE UTILIZED FOR GRADING AND UTILITY DESIGN.
INLET PROTECTION REPLACEMENT, AND SEDIMENT REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT CONTROL DEVICES WHEN THE
THE ELEVATIONS SHOULD BE REVIEWED IN THE FIELD PRIOR TO CONSTRUCTION OF THE
SHALL BE INSTALLED IMMEDIATELY FOLLOWING INSTALLATION OF STORM INLETS & REMAIN IN PLACE UNTIL MEASURES HAVE LOST 50% OF THEIR ORIGINAL CAPACITY.
INDIVIDUAL UNITS.
GROUND COVER HAS BEEN ESTABLISHED.
D. INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL ASSIGNED BY THE CONTRACTOR) EVERY SEVEN MISCELLANEOUS GRADING, EXCAVATING, AND/OR BACKFILL ASSOCIATED WITH PAVING,
EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO BEGINNING GRADING OPERATIONS WHERE CALENDAR DAYS. RECORD THE FINDING OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP WITH A COPY SUBMITTED
STORM SEWERS, SANITARY SEWERS, OR WATER LINE CONSTRUCTION IS SUBSIDIARY
POSSIBLE. ALL REMAINING EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IMMEDIATELY WEEKLY TO THE OWNER OR ENGINEER DURING CONSTRUCTION. REVISE THE SWPPP AND IMPLEMENT ANY RECOMMENDED MEASURES
TO THE PROJECT.
FOLLOWING GRADING WITHIN 7 DAYS.
OPERATIONS.
CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES UPON
E. PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ON ADJOINING PUBLIC OR PRIVATE PROPERTIES,
THE COMPLETION OF GRADING.
SEDIMENT IS TO BE REMOVED FROM STORM WATER DRAINAGE SYSTEMS. INCLUDING STREETS, DRIVEWAYS, SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY ACCUMULATION OF EARTH
OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR FUTURE PREVENTION.
WHERE FILL IS BEING PLACED ON SLOPES STEEPER THAN 5H:1V, THE EXISTING SLOPES
ROCK LINING IS TO BE INSTALLED AT AREAS OF CONCENTRATED FLOW (I.E. CULVERT OUTLETS).
SHOULD BE BENCHED AS FILL PLACEMENT PROGRESSES. THESE BENCHES SHALL BE
F. COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN THE SWPPP. UNLESS NOTED OTHERWISE, STAGING
VERTICALLY STEPPED NO MORE THAN 2 FEET.
ROCK LINING SHALL BE TYPE 2 ROCK DITCH LINER ACCORDING TO MISSOURI STANDARD SPECIFICATIONS FOR AREAS SHOULD CONTAIN THE FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY SANITARY FACILITIES,
HIGHWAY CONSTRUCTION SEC. 609.60. ALL NECESSARY STEPS SHALL BE TAKEN TO PREVENT SEDIMENT AND MATERIALS STORAGE, AND CONCRETE WASHOUT FACILITY. BARRIERS AND DIRECT TO A SEDIMENT BASIN OR OTHER CONTROL DEVICE
CONTRACTOR SHALL REFER TO SHOP DRAWING PLAN FOR EXACT BUILDING DIAMETER FOR EXACT
SOIL EROSION FROM BEING TRANSPORTED ONTO ADJACENT PROPERTY AND INTO STREAMS, LAKES, PONDS, WHERE POSSIBLE. CONCRETE WASHOUT MUST BE CONTAINED ONSITE.
DIMENSIONS OF BUILDING.
OR OTHER AREAS.
G. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR TO FILING OF THE "NOTICE OF DISCONTINUATION".
SITE TOPOGRAPHY TAKEN FROM SURVEY COMPLETED BY SURVEY.
CONTRACTOR TO VERIFY EXISTING CONDITIONS OF THE SITE THAT MAY NOT BE REPRESENTATIVE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT LEAST ONCE A WEEK AND AFTER EACH T E OFMISS O
RAINFALL. ANY REQUIRED REPAIRS SHOULD BE MADE IMMEDIATELY. A U
OF CONSTRUCTION PLANS. T R
S I
ALEXANDER E.
ADDITIONAL EROSION CONTROL MEASURES MAY BE NEEDED IF UNFORESEEN EROSION PROBLEMS ARISE OR
CONTRACTOR TO PROVIDE A LEVEL BUILDING PAD BASED UPON PROPOSED FINISHED FLOOR MACIAS
IF THE SUBMITTED PLAN DOES NOT FUNCTION AS INTENDED.
ELEVATIONS TO 0.10' OR AS ESTABLISHED THROUGH ALTERNATIVE BID DOCUMENTS.
P R
A. R NUMBER E
ANY ADDITIONAL EXCAVATION REQUIRED FOR RE-SHAPING OF ADJACENT AREAS
EROSION PROTECTION O PE-24839 E
TO PROVIDE FOR DRAINAGE IS CONSIDERED INCIDENTAL. F N
COMPACT THE BACKFILL IN PAVED AREAS AND AREAS TO BE PAVED TO AT LEAST
1. CODE COMPLIANCE: THE CONTRACTOR SHALL COMPLY WITH SOIL EROSION CONTROL REQUIREMENTS
E
S S IONAL E N
GI
OF THE MISSOURI CODE, THE MISSOURI DEPARTMENT OF NATURAL RESOURCES NPDES PERMIT, AND LOCAL
95% OF MAXIMUM STANDARD PROCTOR DENSITY. COMPACT BACKFILL AND IN UNPAVED AREAS
ORDINANCE. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS TO PROTECT AGAINST
TO NOT LESS THAN 90% OF MAXIMUM STANDARD PROCTOR DENSITY. ALEXANDER E. MACIAS
EROSION AND DUST POLLUTION ON THIS PROJECT SITE AND ALL OFF-SITE BORROW OR DEPOSIT AREAS
MO PE#24839
DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE.
DO NOT RESTRICT DRAINAGE CHANNELS. PROTECT EXISTING DRAINAGE STRUCTURES
UNLESS SPECIFICALLY NOTED OTHERWISE. REPAIR ANY DAMAGE TO PUBLIC OR
2. DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER, ARCHITECT AND ENGINEER HARMLESS
PRIVATE PROPERTY CAUSED BY CONTRACTOR'S ACTION OR INACTION IN THE HANDLING
FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER RESULTING FROM DAMAGES TO ADJOINING PUBLIC
OF STORM WATER FLOWS DURING CONSTRUCTION.
OR PRIVATE PROPERTY, INCLUDING REASONABLE ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE
CONTRACTOR FAILS TO TAKE NECESSARY STEPS TO PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS
PROVIDE EROSION CONTROL MEASURES NECESSARY TO PROTECT AGAINST
WHICH COMES ONTO ADJOINING PUBLIC OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE
SILTATION, EROSION, AND DUST POLLUTION ON THE PROJECT. COMPLY WITH THE SOIL
SUCH ITEMS AND DEDUCT THE COST THEREOF FROM AMOUNTS DUE TO THE CONTRACTOR.
EROSION CONTROL REQUIREMENTS OF THE MISSOURI DEPARTMENT OF NATURAL RESOURCES
AND LOCAL ORDINANCES.
3. ALL AREAS DISTURBED BY CONSTRUCTION ON THIS PROJECT WILL BE SUBJECT TO CURRENT
REGULATORY REQUIREMENTS AND THESE STANDARDS.
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR
RECORDS OBTAINED. THE ENGINEERING MAKES NO GUARANTEE THAT THE UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED. VERIFY LOCATION OF ALL UTILITIES BEFORE CONSTRUCTION.
NOTIFY UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. COORDINATE AND
COOPERATE WITH UTILITY COMPANIES TO ALLOW RELOCATIONS DURING THE
CONSTRUCTION PERIOD. VERIFY THE ACTUAL LOCATION OF ALL UTILITIES BY
EXCAVATING IN ADVANCE OF WORK AT CRITICAL LOCATIONS. PROTECT UTILITIES
AND SERVICES DURING CONSTRUCTION.
PROVIDE TEMPORARY SUPPORT FOR EXISTING UTILITY LINES THAT ARE ENCOUNTERED
DURING CONSTRUCTION UNTIL BACKFILLING IS COMPLETED.
IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE
DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.
ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED AND
ESTIMATED QUANTITIES
NOTED ACCORDINGLY ON THE AS-BUILT DOCUMENTS.
CONTRACTOR TO LOCATE A SINGLE LOCATION FOR CONCRETE WASHOUT. NOTE LOCATION OF CONCRETE ITEM NO. DESCRIPTION UNIT QTY.
WASHOUT ON EROSION CONTROL PLAN. CONTRACTOR TO REMOVE WASHOUT DEBRIS AT END OF
1 MOBILIZATION LS 1
CONSTRUCTION. IF CONSTRUCTION REQUIRES WASHOUT TO BE RELOCATED, CONTRACTOR TO REMOVE
WASHOUT DEBRIS AND NOTE NEW LOCATION ON EROSION CONTROL PLAN. BURY AFTER COMPLETION. 2 13.5" DIAMETER 45' HOPPER BIN LS 1
3 2' LEG EXTENSION AND INSTALLATION EA 8
4 4' X 10' X 45'-6" (APPROX.) SUPPORT TOWER LS 1
5 UPPER TANK FILL AUGER, SPOUT, AND CATWALK LS 1
6 THREE TANK BLENDER LS 1
7 BLENDED AUGER AND INCLINED AUGER LS 1
8 LOAD OUT CONVEYOR SYSTEM LS 1
9 ELECTRICAL & CONTROL LS 1
HOOP BUILDING BASE PREPARATION, CONCRETE SLAB,
10 PRECAST WALLS, AND HOOP ARCHED ROOF,FURNISH & LS 1
INSTALLED
UTILITIES:
FOR LOCATION CONTACT PHONE
GAS: SPIRE ENERGY MR. JOHNNY BUNTON 816.261.8205
402 CEDAR MR. JAMES STAFFORD 816.351.1982
SAINT JOSEPH, MISSOURI 64501
ELECTRIC: EVERGY MR. BRENT HILL 816.261.5833
613 ATCHISON STREET
SAINT JOSEPH, MISSOURI 64501
TELEPHONE: AT&T MARK MANION 816.214.2322
320 NORTH 10TH STREET
SAINT JOSEPH, MISSOURI 64501
WATER: MISSOURI AMERICAN WATER CO. VICTOR W. WHITLEY 816.935.5827
3901 BECK ROAD, SUITE B
SAINT JOSEPH, MISSOURI 64506
CITY ENGINEER: CITY OF ST JOSEPH PHILLIP LEIMBACH 816.271.4733
DEPARTMENT OF PUBLIC WORKS
1100 FREDERICK AVENUE, RM. 203
SAINT JOSEPH, MISSOURI 64501
FIRE DEPARTMENT: ST JOSEPH FIRE DEPT. IVAN KLIPPENSTEIN 816.271.4603
401 SOUTH 7TH STREET FIRE CHIEF
SAINT JOSEPH, MISSOURI 64501
CABLE TELEVISION: OPTIMUM MR. TIM GERLITZ 816.278.6671
102 NORTH WOODBINE
SAINT JOSEPH, MISSOURI 64506

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LEGEND:
= EXISTING GAS
=EXISTING ELECTRICAL (OVERHEAD)
=EXISTING FIBER OPTIC
=EXISTING SANITARY SEWER
EXISTING OTHA BUILDING.
FFE: 825.63
E
OFMISS
T O
A U
T R
S I
ALEXANDER E.
MACIAS
P R
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O PE-24839 E
F N
E
S S IONAL E N
GI
ALEXANDER E. MACIAS
MO PE#24839
EXISTING 12' x 12' PIT
2 EXISTING
PRE-FABRICATED BINS
EXISTING
CONVEYOR
EXISTING
CONCRETE PAD
EXISTING
BUCKET
CONVEYOR
EXISTING TOWER
EXISTING
EXISTING 60,000 BU. DUMP PIT
EXISTING
HOPPER BIN
CONCRETE PAVEMENT
EXISTING PIT AND DRAG (TYP)
EXISTING PADDLE CONVEYOR
DRAG PADDLE
EXISTING
CONVEYOR
LOAD OUT
HOPPER
EXISTING PIVOT
POINT CONCRETE
FOOTING, 8'X12' EXISTING
WINCH EXISTING
EXISTING CONCRETE CONVEYOR
PIVOT WHEEL PAD EXISTING 190'
TELESTACKER
CONVEYOR
EXISTING
WINCH
EXISTING SHEET PILING
EXISTING ROCK BLANKET
EXISTING
EMBANKMENT
REPAIR AND
PROTECTION

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LEGEND:
= EXISTING GAS
=EXISTING ELECTRICAL (OVERHEAD)
=EXISTING FIBER OPTIC
=EXISTING SANITARY SEWER
SEE SHEET C3.1
FOR DETAILS T E
OFMISS
O
A U
T R
S I
ALEXANDER E.
MACIAS
P R
R NUMBER E
O PE-24839 E
F N
E
S S IONAL E N
GI
ALEXANDER E. MACIAS
MO PE#24839
PROPOSED 60'x120'
PROPOSED IV HOOP BUILDING
PRE-FABRICATED
STORAGE BIN
II
VIII
120'
III
0'
6
FFE: 817.5
9'-0"
VII
IX
CONVEYOR
STAND & PAD
EXISTING 190
TELESTACKER
CONVEYOR
II. 4' X 10'X 45'-6" TALL SUPPORT TOWER (TW-02)
III. 18" X 42" TANK FILLED AUGER 300 TPH (UT -01)
IV. OVERTANK CATWALK (CK-01)
VII. 18" X 36" BLEND AUGER 300 TPH - (UT-20)
VIII. 18" X 17'-7" INCLINE AUGER 300 TPH - (UT-03)
IX. 36' LOAD-OUT BELT CONVEYOR - 300 TPH

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,SRENNALP
&
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126.0167.11
C3.1
EGAROTS
DNA
GNIDNELB
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P R
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GI
ALEXANDER E. MACIAS
MO PE#24839
PROPOSED
PRE-FABRICATED
PROPOSED 45'x6' WIDE
STORAGE BIN KING POST CATWALK PROPOSED 4'x10'
SUPPORT TOWER
PROPOSED 17'-7"x18" DIA.
INCLINED BLEND AUGER PROPOSED 42'x18" DIA.
OVER TANK AUGER
IX
" PROPOSED
0
9' - 36'x18" DIA.
BLEND AUGER
CONVEYOR
STAND & PAD
IX. 36' LOAD-OUT BELT CONVEYOR - 300 TPH

TANK 1 TANK 2 TANK 3
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Project No:
Sheet
MA
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62-62-50
TB
SETAICOSSA
&
REDYNS
TEERTS
SICNARF
208
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2225-463-618
.CNI
,SRENNALP
&
SREENIGNE
126.0167.11
C4.0
EGAROTS
DNA
GNIDNELB
SEITIDOMMOC
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I. 14" SPOUTING AND ACCESSORIES FROM
II. 4' X 10'X 45'-6" TALL SUPPORT TOWER EXISTING
BUCKET
III. 18" X 42" TANK FILLED AUGER 300 TPH
ELEVATOR
PROPOSED
(73' TALL)
IV. OVERTANK CATWALK PREMIUM
DIVERSION VALVE
V. THREE TANK VOLUMETRIC BLENDER (14" DIA.)
VI. RANCO MESH DCS CONTROL SYSTEM
EXISTING
VII. 18" X 36" BLEND AUGER 300 TPH
STAIR
ACCESS
VIII. 18" X 17'-7" INCLINE AUGER 300 TPH
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T O
A U
T R
S I
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MACIAS
EXISTING CATWALK
P R
& CONVEYOR R NUMBER E
III O PE-24839 E
SUPPORT F N
PROPOSED PROPOSED
STRUCTURE
E
S S IONAL E N
GI
RACK & PINION GATE 4' x 10'
IV ALEXANDER E. MACIAS
(2 REQ.'D) SUPPORT TOWER MO PE#24839
(46'-6" TALL)
TANK 1 TO HAVE
SUPPORT STANCHIONS
II
PROPOSED
PRE-FABRICATED
STORAGE BIN
(44'-6" x 13'-6")
V
VIII
63'
PROPOSED
VII
2' TANK LEG
EXTENSIONS
(12 REQ.'D)
HOPPER BINS AND CONVEYOR ELEVATION EAST VIEW
SCALE - 1" = 5'

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Sheet
MA
MA
62-62-50
TB
SETAICOSSA
&
REDYNS
TEERTS
SICNARF
208
|
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,srennalP
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| 2225-463-618
.CNI
,SRENNALP
&
SREENIGNE
126.0167.11
C4.1
EGAROTS
DNA
GNIDNELB
SEITIDOMMOC
OM
,HPESOJ
.TS
ELIFORP
ROYEVNOC
DNA
NIB
S71-W53-N75
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IX. 36' LOAD-OUT BELT CONVEYOR - 300 TPH
EXISTING
BUCKET
ELEVATOR
PROPOSED (73' TALL)
PREMIUM
DIVERSION VALVE
(14" DIA.)
EXISTING CATWALK
& CONVEYOR
SUPPORT
STRUCTURE
EXISTING
E
OFMISS
CHUTE & EXISTING A T O U
T R
TRANSFER CONVEYOR S I
STAIR ALEXANDER E.
MACIAS
ACCESS
P R
R NUMBER E
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F N
PROPOSED
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S S IONAL E N
GI
SPOUTING AND ACCESSORIES
ALEXANDER E. MACIAS
(14" DIA.) MO PE#24839
PROPOSED
42' KING POST PROPOSED
CATWALK 42' OVER TANK AUGER
(6' WIDE) (18" DIA.)
TANK 1 TO HAVE
EXISTING LOAD OUT HOPPER
SUPPORT STANCHIONS
PROPOSED
4' x 10'
SUPPORT TOWER
PROPOSED
(46'-6" TALL)
PRE-FABRICATED
STORAGE BIN
(44'-6" x 13'-6")
IX
AUGER SUPPORT
EXISTING BUILDING POLE
PROPOSED EPDM
3 TANK VOLUMETRIC BLENDERS RUBBER
(3 - 24" DRAG CHAIN METER UNITS)
PROPOSED
14'-6"
36' BLEND AUGER
APPROX.
(18" DIA.)
DISCHARGE
HEIGHT
PROPOSED PROPOSED
6' x 2'-6"
2' TANK LEG
CONCRETE
EXTENSIONS
CONVEYOR
(12 REQ.'D) PAD
9'
16' 3'-9" 2'-6" FROM
EDGE
OF
PAVEMENT
HOPPER BIN AND LOAD OUT CONVEYOR ELEVATION SOUTH VIEW
SCALE - 1" = 5'

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ETAD
NOISIVER
KRAM
:yB
dekcehC
:reenignE
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:naicinhceT
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Project No:
Sheet
MA
MA
62-62-50
TB
SETAICOSSA
&
REDYNS
TEERTS
SICNARF
208
|
.cnI
,srennalP
&
sreenignE
setaicossA
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redynS
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.TS
4458006002#
ytirohtuA
fo
etacifitreC
etatS
iruossiM
moc.setaicossa-redyns.www
| 2225-463-618
.CNI
,SRENNALP
&
SREENIGNE
126.0167.11
C5.0
)SEHCNI
00.22
X
00.43(
D
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LLUF
ISNA
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61:2
,30/60/6202
,SETON
ERUTCURTS
POOH
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EGAROTS
DNA
GNIDNELB
SEITIDOMMOC
OM
,HPESOJ
.TS
SETON
ERUTCURTS
POOH
S71-W53-N75
ENGINEERING
UN-ENGINEERED BUILDING TRUSSES
ENGINEERED BUILDING TRUSSES
*STAMP BUILDING DRAWINGS REQUIRED" IBC-
SNOW LOAD: - 20 PSF WIND LOAD: - 103 MPH
BUILDING INFORMATION
BUILDING WIDTH: 60' 0"
BUILDING LENGTH: 120' 0"
TRUSS SPACING: 12' 0"
1.FOUNDATION MATERIAL:
2.END WALL 1: FABRIC
A. DOOR TYPE: FRAMED OPENING
B. DOOR PROVIDER: NONE
C. VENTS: 1
3.END WALL 2: FABRIC
A. DOOR TYPE: NONE
B. DOOR PROVIDER:
C. VENTS: 1
COVER SPECS
1.TRIM COLOR: - WHITE
2.COVER TYPE: MONOLITHIC
3.COVER TERMINATION: 12" BELOW BASE PLATE
4.NUMBER OF COVERS: 1
SITE PREPARATION REQUIREMENTS
A WELL PREPARED SITE IS CRUCIAL TO THE OVERALL SUCCESS OF
ANY BUILDING PROJECT. A POORLY PREPARED SITE CAN CAUSE
PROBLEMS WITH DRAINAGE AND SETTLEMENT. SOME SITES AND
FOUNDATIONS REQUIRE THE USE OF SOIL BORINGS AND HAVING THE
FOUNDATION DESIGNED BY A STRUCTURAL ENGINEER. ALL
RECOMMENDATIONS MADE BY GEO- TECHNICAL FIRM AND
STRUCTURAL ENGINEER SHOULD BE FOLLOWED:
1.SEE PLANS FOR LOCATION
2.CONTRACTOR TO LEVEL AND SHAPE EXISTING GAVEL, SEE PLAN
SHEET C3.0 FOR LOCATION OF TOP OF CONCRETE ELEVATION
3.THE SUB-GRADE NEEDS TO BE PROPERLY PREPARED AND
COMPACTED TO 95% STANDARD PROCTOR OR VISUAL PROOF
ROLL
A. COMPACTION TESTING PROOF ROLLED BY CONTRACTOR
4.THE SITE SHOULD BE BUILT UP HIGH ENOUGH TO ALLOW FOR
DRAINAGE.
5.FINAL PREPARED SITE SHOULD BE LEVEL WITHIN 1" FOR A
POURED CONCRETE FOUNDATION.
6.FINAL BUILDING PROJECT WILL INCLUDE CONCRETE FLOOR.
7.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE
PRIVATE UNDERGROUND UTILITIES INCLUDING PROPANE, WATER,
ELECTRICAL, NATURAL GAS, PHONE, INTERNET, AND ANY OTHER
LINES THAT MAY BE IN THE BUILDING SITE.
8.FOR PROPER ACCESS DURING CONSTRUCTION, THE SITE SHOULD
ALLOW FOR 20' OF CLEARANCE ON THE OUTSIDE OF THE BUILDING
FOOTPRINT ON BOTH SIDEWALLS AND 30' OF CLEARANCE ON THE
OUTSIDE OF THE BUILDING FOOTPRINT ON BOTH END WALLS.
ERUTCAFUNAM
REP
SA
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OFMISS
T O
A U
T R
S I
ALEXANDER E.
MACIAS
P R
R NUMBER E
O PE-24839 E
F N
E
S S IONAL E N
GI
ALEXANDER E. MACIAS
MO PE#24839
NOTE:
DIMENSION AND STRUCTURE DETAILS MAY VARY SLIGHTLY
DEPENDING ON MANUFACTURER. CONTRACTOR TO SUBMIT
STANDARD DRAWINGS OR SHOP DRAWINGS FOR APPROVAL BY
ENGINEER/OWNER