Jefferson MG Site - 1800T Salt Storage Building Drawings_100 CD_04-15-26.pdf

REGIONAL PLAN

SITE LOCATION

4 5

GREENE

OSCEOLALYON

DICKENSON

CRAWFORD

OBRIEN

CHEROKEE

SIOUX

EMMET

KOSSUTH

WINNEBAGO WORTH MITCHELL HOWARD

CLAY

MONONA

PLYMOUTH

BUENA VISTA POCAHONTAS

PALO ALTO

HUMBOLT WRIGHT FRANKLIN

FLOYD CHICKASAW

WINNESHIEK ALLAMAKEE

FAYETTE CLAYTON

BREMER

BUTLER

BLACK HAWK

CARROL

WOODBURY IDA SAC CALHOUN

HANCOCK CERRO GORDO

GREENE BOONE STORY MARSHALL

TAMA

GRUNDYHARDINHAMILTONWEBSTER

POWESHIEKJASPERPOLK

SCOTT

CLINTON

JACKSON

DUBUQUEDELAWAREBUCHANAN

JONES

CEDAR

LINN

BENTON

IOWA

JOHNSONHARRISON

POTTAWATTAMIE

MILLS

FREMONT

MADISON

DALLAS

GUTHRIEAUDUBON

SHELBY

CASS

ADAIR

UNIONADAMS

MONTGOMERY

PAGE TAYLOR RINGGOLD

WAREN MARION

LUCASCLARKE

DECATUR WAYNE

LEE

DES MOINES

LOUISA

MUSCATINE

WASHINGTONKEOKUKMAHASKA

HENRY

JEFFERSONWAPELLOMONROE

APPANOOSE DAVIS VAN BUREN

IOWA COUNTY AND DISTRICT KEY

ARCHITECTURAL

NO: NAME:

A001 PROJECT COVER

A102 FLOOR PLAN

A103 EXTERIOR ELEVATIONS

A104 BUILDING SECTIONS

A105 BUILDING DETAILS

A106 BUILDING DETAILS AND SITE DIAGRAM

PROJECT:

Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

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JEFFERSON 1800 TON TOTAL, 1500 TON SALT

STORAGE & 300 TON 50/50 BUILDING

BG-5J25 (000)--80-37

610 N Pinet St, Jefferson, IA 50129

ARCHITECTURE

SIGNATURE

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION

DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF IOWA.

DATE

MY LICENSE RENEWAL DATE IS:

LICENCE NUMBER:

PRINTED OR TYPED NAME: STEVE A. TROST

A-SHEETSPAGES OR SHEETS COVERED BY THIS SEAL:

JUNE 30, 2027

FOR REFERENCE ONLY

SHOWN AS AN EXAMPLE OF THE TYPE AND SCOPE

OF CONSTRUCTION ANTICIPATED IN ALTON, IA

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8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"4' - 0"

14' - 0" (APPROACH)128' - 0" (GRAVEL COVER)14' - 0" (APPROACH)

1' - 0"39' - 0"40' - 0"39' - 0"1' - 0"

A1032

A105

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1' - 0" 39' - 0" 40' - 0" 39' - 0" 1' - 0"

300 TON 50/50 MIX

B B

4' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"4' - 0"

0' - 0"

4' - 0"80' - 0" CENTER OF PRECAST T36' - 0"

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T WALL C.L.T WALL C.L.

T WALL C.L.

T W

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4' - 0"80' - 0" SALT SORAGE (CENTER OF PRECAST T'S)32' - 0" 50/50 MIX (CENTER OF PRECAST T'S)4' - 0"

T W

A L L C

.L

PRECAST T

WALL TOE, TYP.

PRECAST T

WALL, TYP.

DOWNSPOUT & SPLASH BLOCK NOTE:

DOWNSPOUT ELBOW AND 24" LEADER W/ 36' X 12' X 3"

CONCRETE SPLASH BLOCK AT EACH LOCATION TYP.

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1500 TON SALT

STORAGE

60 X 84, BLDG. SIZE

52' X 80', CENTER OF T'S

1500 TONS MIN.

60 X 36, BLDG. SIZE

52' X 32', CENTER OF T'S

300 TONS MIN.

T WALL C.L.

0' - 0" 0' - 4"

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(A

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84' - 0" (CENTER OF DIVIDER TO OUTSIDE OF BLDG)36' - 0" (CENTER OF DIVIDER TO OUTSIDE OF BLDG)

14' - 0" (APPROACH)4' - 0"124' - 0" (GRAVEL COVER)14' - 0" (APPROACH)

4' - 0"80' - 0" SALT STORAGE (CENTER OF PRECAST T'S)32' - 0" SALT STORAGE (CENTER OF PRECAST T'S)4' - 0"

T W

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T W

A L L C

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T W

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THICKENED

SLAB, TYP.

3' - 0" 3' - 0"

3' - 0" 3' - 0"

3' - 0" 3' - 0"

0' - 4"

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BLDG. C.L. BLDG. C.L.

1, 2

T W

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DOWNSPOUT NOTE:

BOOT CONNECTION TO

DOWNSPOUTS ON THIS SIDE TO

CONNECT TO UNDERGROUND

DRAIN SYSTEM. SEE CIVIL. TYP.

BOLLARD C.L.

15' - 0" BOLLARD C.L.15' - 0" BOLLARD C.L.15' - 0" BOLLARD C.L.15' - 0" BOLLARD C.L.15' - 0" BOLLARD C.L.15' - 0" BOLLARD C.L.15' - 0" BOLLARD C.L.15' - 0" BOLLARD C.L.

DIVIDER WALL TO BE LOCATED

TO ACHIEVE MIN. STORAGE

TONNAGE AS NOTED.

S S

S S

ELEVATION,

VERIFY W/ CIVIL

ELEVATION, VERIFY

W/ CIVIL

CONCRETE FLOOR SLOPE CONCRETE FLOOR SLOPE

1' - 3"

1' - 3"

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1. CONTRACTOR TO LOCATE UTILITIES BEFORE STARTING EXCAVATION: IOWA ONE CALL

811 OR CONTACT UTILITY COMPANY TO STAKE.

2. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING WITH FINAL GRADING OR PAVING

3. “C.J.” REPRESENTS LOCATIONS OF SAWCUT CONTROL JOINTS. PROVIDE CONTROL

JOINTS IN SLAB AT 12' MAX SPACING.

4. THE CONTRACTOR SHALL REVIEW PLANS AND THE AREA OF CONSTRUCTION

CAREFULLY TO ENSURE FULL UNDERSTANDING OF EXACT SCOPE OF WORK.

5. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO

NOT ALLOW WATER TO POND IN EXCAVATION AREAS, AND MAINTAIN ALL EXISTING

DRAINAGE PATTERNS.

6. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS IN THE FIELD AND NOTIFY THE PROJECT MANAGER OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. NO CHANGES SHALL BE

MADE TO ANY PLAN WITHOUT PRIOR WRITTEN APPROVAL OF THE DESIGNER.

7. THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITY LINES ARE NOT INDICATED

IN THESE PLANS. UNDERGROUND FACILITIES, WHETHER INDICATED OR NOT, WILL BE

LOCATED AND FLAGGED BY THE UTILITY COMPANY. THE OWNER WILL ASSIST IN

IDENTIFYING LOCATIONS FOR ON SITE, INTERNAL INFRASTRUCTURE UTILITIES

BETWEEN BUILDING AND OTHER OWNER EQUIPMENT. CONTRACTOR TO PROCEED

WITH WORK CAUTIOUSLY AS NOT ALL LOCATIONS ARE KNOW OR ACCURATELY

PROVIDED.

8. HAUL ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS OFF-SITE AND

DISPOSE OF PROPERLY.

9. FURNISH AND MAINTAIN ALL NECESSARY BARRICADES, WARNINGS, SIGNS AND LIGHTS

AS NECESSARY FOR CONSTRUCTION OPERATIONS.

10. INCLUDE 8" YELLOW PAINT LINE AT THE TOP OF THE PRECAST PANELS TO INDICATE

THE MAX FILL HEIGHT.

11. SEE SITE PLAN FOR EXCAVATION AND FILL REQUIREMENT RELATED TO THE BUILDING

FOOTPRINT AREA. PROVIDE A MINIMUM OF 8" INCHES COMPACTED GRANULAR SUB-

BASE MEETING IDOT 4121 SPEC BELOW CONCRETE SLAB. SEE SITE INCLUSION OR

EXCLUSION OF CONCRETE SLABS AND/OR PAVING.

12. SIZE OF BUILDING SHOWN IS BASED ON A MINIMUM CLEARANCE OF 4' - 0" FROM

CENTER OF PRECAST T WALL TO OUTSIDE OF WOOD POSTS. VERIFY POLE BUILDING

POST LOCATION CLEARANCE WITH SUPPLIERS PROPOSED PRE-CAST "T" WALL

FOOTING WIDTH AND/OR "T" WALL EXTENSIONS AT CORNERS. ADJUST SIZE OF WOOD

POST FRAME BUILDING TO PROVIDE ADEQUATE CLEARANCE OF 4 FEET OR GREATER

TO PROVIDE THE MOST COST EFFECTIVE STRUCTURAL CONFIGURATION.

13. BUILDING SUPPLIER TO VERIFY THE COLUMN LOCATIONS AND SPACING MOST

ADVANTAGEOUS TO MEET THE BUILDING COST REQUIREMENTS. COLUMN LOCATION,

SPACING AND SIZE ONLY SHOWN FOR ILLUSTRATION PURPOSES.

14. BARRIERS:

A. PROVIDE BARRIERS TO PREVENT UNAUTHORIZED ENTRY TO CONSTRUCTION

AREAS, TO PREVENT ACCESS TO AREAS THAT COULD BE HAZARDOUS TO

WORKERS OR THE PUBLIC, TO ALLOW FOR OWNER'S USE OF SITE AND TO

PROTECT EXISTING FACILITIES AND ADJACENT PROPERTIES FROM DAMAGE

FROM CONSTRUCTION OPERATIONS .

B. PROVIDE BARRICADES AND COVERED WALKWAYS REQUIRED BY GOVERNING

AUTHORITIES FOR PUBLIC RIGHTS-OF-WAY AND FOR PUBLIC ACCESS TO

EXISTING BUILDING.

C. PROTECT NON-OWNED VEHICULAR TRAFFIC, STORED MATERIALS, SITE, AND

STRUCTURES FROM DAMAGE.

15. PROTECT NON-OWNED VEHICULAR TRAFFIC, STORED MATERIALS, AND SITE FROM

DAMAGE. PROTECT BY WHATEVER MEANS REQUIRED FOR ALL STRUCTURES,

UTILITIES, STREETS, BUSHES, TREES, FENCES, SIGNS, ETC. WHICH ARE NOT

DESIGNED FOR REMOVAL; OR WHICH ARE OUTSIDE THE CONTRACT AREA. SHEET

DATE:

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

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P in e t S t, J e ff e rs o n

IA

15 APR 26

A102

BG-5J25 (000)--80-37

GREENE 11/8" = 1'-0"A102

1 FLOOR PLAN

GEOTECHNICAL BASIS OF DESIGN

1. SEE TERRACON GEOTECHNICAL REPORT AB245049-01 DATED OCTOBER 14, 2024 FOR SITE ANALYSIS, SOIL BEARING PRESSURES AND RECOMMENDATIONS.

2. EXCAVATE 18" BELOW THE BOTTOM OF ALL PROPOSED BUILDING SLABS AND APPROACHES. PROOF ROLL THESE LOCATIONS WITH THE THIRD PARTY GEOTECHNICAL TESTING AGENCY PRESENT. REMOVE AND REPLACE SOILS DEEMED UNACCEPTABLE TO THE TESTING ENGINEER.

3. PROVIDE A MINIMUM 18" OF ENGINEERED FILL AS DESCRIBED IN THE GEOTECHNICAL REPORT TO SUPPORT NEW CONSTRUCTION. OF SLABS AND APPROACH PAVING IN A LEVEL PAD READY TO RECEIVE CONCRETE TEES ON THAT BASE. VERIFY WITH THE CONCRETE TEE ENGINEER THAT THIS SUB-BASE CONDITION

IS ACCEPTABLE FOR THE PROPOSED LOADS OF STORED SALT AND 50/50 MATERIAL.

4. FOR SLOPED SLABS INSIDE THE BUILDINGS PROVIDE A COMPACTED GRANULAR BASE ABOVE THE ENGINEERED FILL TO PRODUCE THE REQUIRED SLOPE.

5. INSTALL A MINIMUM OF 6 1/2" REINFORCED CONCRETE SLABS IN THE BUILDINGS. ENSURE THE CONCRETE SLABS OVERLAP THE FOOT OF THE PRECAST

CONCRETE TEES BY A MINIMUM OF 3" AS SHOWN ON THE DRAWINGS.

6. EXCAVATE PAD AND TRENCH FOOTINGS TO DEPTHS LISTED ON THE DRAWINGS. IF EXISTING FILL SOILS ARE STILL PRESENT OVER-EXCAVATE THESE LOCATIONS TO GET TO NATIVE SOILS. HAVE THE THIRD PARTY TESTING AGENCY NOTE THE DEPTHS OF OVER-EXCAVATION FOR CALCULATION OF ADDITIONAL WORK TO BE COMPENSATED BY UNIT PROCESS REQUESTED IN THE SPECIFICATION. FILL THE EXCAVATION TO FOOTING BEARING HEIGHTS WITH

LEAN CONCRETE TO PROVIDE APPROPRIATE BEARING FOR THE FOUNDATION SYSTEM.

7. REFERENCE CIVIL ENGINEERING DRAWINGS FOR FINISH FLOOR ELEVATIONS.

PERFORMANCE CRITERIA FOR PRECAST "T" WALLS

1. PRECAST T WALLS SHALL BE DESIGNED TO RESIST ALL APPLIED LOADS INCLUDING:

A. A. FOR STRUCTURAL CONSIDERATIONS, LATERAL AND VERTICAL LOADS FROM THE SALT PILE ON THE INTERIOR OF CONCRETE "T" WALLS IN THE SALT STORAGE PORTION OF THE BUILDING SHALL USE 87 LBS PER CUBIC FOOT.

B. FOR STRUCTURAL CONSIDERATION, LATERAL AND VERTICAL LOADS FROM THE 50/50 MATERIAL PILE ON THE INTERIOR OF THE CONCRETE "T" WALL IN THE 50/50 STORAGE PORTION OF THE BUILDING SHALL USE 130 LBS PER CUBIC FOOT.

C. PRE-CAST PANEL ENGINEER TO DESIGN REQUIRED SLAB THICKNESS AND WIDTH AT INTERIOR "T" WALL PANEL TOE TO PROVIDE REQUIRED RESISTANCE TO PROVIDE SALT STORAGE SUPPORT WITHOUT A BERM AT THE EXTERIOR OF THE PRE-CAST "T" WALL. DETAILS AND PLAN INDICATE AN EXAMPLE OF POTENTIAL CONFIGURATION, DIMENSIONS ARE TO BE

DETERMINED BY PANEL ENGINEER.

2. PROVIDE DETAILS OF ANY REQUIRED PANEL TO PANEL CONNECTIONS

3. PRECAST FOUNDATION PANELS SHALL BE DESIGNED BY AN IOWA LICENSED PROFESSIONAL ENGINEER FOR SALT LOADS, SHOP

DRAWINGS AND LAYOUT FOR REVIEW PRIOR TO CONSTRUCTION.

4. SHOP DRAWINGS SHALL INCLUDE A FULLY DIMENSIONED PLAN VIEW, A SECTION THROUGH THE FOUNDATION PANELS INCLUDING DIMENSIONS AND REINFORCING, CONNECTION DETAILS BETWEEN ADJACENT PANELS AND ANY ADDITIONAL

INFORMATION NEEDED TO REVIEW AND CONSTRUCT THE SYSTEM.

APPLICABLE BUILDING CODE:

STANDARD BASIS OF DESIGN

GENERAL NOTES

PROJECT DESCRIPTION

PROJECT CONSISTS OF A NEW 7200 SQFT. SALT STORAGE AND 50/50 MIX BUILDING.

1500 TON SALT STORAGE = 5040 SQFT.

300 TON 50/50 MIX = 2160 SQFT.

ARCHITECT:

RESOURCES AND ACQUISITIONS BUREAU, ARCHITECTURAL SERVICES

IOWA DEPARTMENT OF TRANSPORTATION

800 LINCOLN WAY, AMES, IA, 50010

ENGINEER:

SHIVE HATTERY (CIVIL AND ELECTRICAL)

4125 WESTOWN PKWY #100, WEST DES MOINES, IA 50266

SUBMISSION FOR PERMITTING

1. THE BUILDING PLANS AND SPECIFICATIONS ARE SUBMITTED BY THE

ARCHITECT/ENGINEER TO THE STATE OF IOWA BUILDING CODE BUREAU ONLY FOR

DESIGN REVIEW.

2. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING BUILDING

PERMITS/INSPECTIONS WITH THE STATE OF IOWA FOR ALL WORK.

3. THE FACILITY IS A STATE OWNED AND STATE FUNDED PROJECT. AS SUCH, THE STATE

OF IOWA, DEPARTMENT OF INSPECTIONS, APPEALS AND LICENSING IS THE AUTHORITY

HAVING JURISDICTION OVER THE PROJECT FOR CODE COMPLIANCE, PERMITTING AND

INSPECTIONS. NO OTHER GOVERNMENTAL ENTITY IS THE AUTHORITY HAVING

JURISDICTION.

REFERENCE CODES, GUIDELINES AND ACTS

THE FOLLOWING CODES AND GUIDELINES, AS ADOPTED AND AMENDED BY THE STATE OF

IOWA AND THE IOWA DEPARTMENT OF INSPECTIONS, APPEALS AND LICENSING ARE

APPLICABLE TO THIS PROJECT:

IOWA CODE: CHAPTER 103A - STATE BUILDING CODE

2024 INTERNATIONAL BUILDING CODE -

AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 661-201 AND 661-301

2024 INTERNATIONAL FIRE CODE -

AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 661-201

2012 INTERNATIONAL ENERGY CONSERVATION CODE -

AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 661-301

2012 NFPA 101 LIFE SAFETY CODE -

AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 661-205

2010 AMERICANS WITH DISABILITIES ACT -

AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS 661-302

2021 INTERNATIONAL MECHANICAL CODE -

AS ADOPTED BY IOWA DEPARTMENT OF PUBLIC HEALTH IOWA ADMIN RULE 641-61

2021 UNIFORM PLUMBING CODE -

AS ADOPTED BY IOWA DEPARTMENT OF PUBLIC HEALTH IOWA ADMIN RULE 641-25

2020 NATIONAL ELECTRIC CODE -

AS ADOPTED BY THE STATE ELECTRICAL LICENSING BOARD IOWA ADMIN RULE 661-504

STATE OF IOWA HAS ADOPTED THE CODES LISTED. IT IS RECOMMENDED THAT APPLICANTS

REVIEW THE IOWA ADMINISTRATIVE CODE FOR ANY MODIFICATIONS OR AMENDMENTS. THE

ADMINISTRATIVE CODE CAN BE VIEWED AT:

WWW.LEGIS.IOWA.GOV

HTTPS://DIAL.IOWA.GOV/LICENSES/BUILDING/PLAN-REVIEW

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TOP OF SLAB, FRONT & REAR

0"

TRUSS BEARING

20' - 0"

A

1' - 0"

CONTINUOUS RIDGE VENT PER BLDG. MFG.

1' - 0"

BOTTOM OF METAL PANEL

4' - 0"

G

FABRIC DOOR AND

TRACK SYSTEM

60' - 0" OVERALL BLDG. (DETERMINED BY BUILDING SUPPLIER)

PRECAST T WALL TYP.

METAL JAMB TRIM AT

OPENING PERIMETER PER

BLDG MFG. CONTRACTOR TO

PROVIDE 2X BLOCKING FOR

BARIC DOOR INSTALLATION.

WRAP W/ METAL TRIM TO

MATCH JAMB OPENING

BOLLARD(S)TYP.

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METAL WALL PANELS PER BLDG. MFG.

WING WALLS TYP.

SS102

19' - 7 1/2" (DOOR)

20' - 0" BLDG. OPENING

18' - 8" CENTER OF BOLLARDS

TOP OF SLAB, FRONT & REAR

0"

TRUSS BEARING

20' - 0"

A

1' - 0"

CONTINUOUS RIDGE VENT PER BLDG. MFG.

METAL WALL

PANELS PER

BLDG. MFG.

BOTTOM OF METAL PANEL

4' - 0"

BOLLARD(S)TYP.

G

PRECAST T WALL TYP.

60' - 0" OVERALL BLDG. (DETERMINED BY BUILDING SUPPLIER)

FABRIC DOOR AND

TRACK SYSTEM

METAL JAMB TRIM AT

OPENING PERIMETER PER

BLDG MFG. CONTRACTOR TO

PROVIDE 2X BLOCKING FOR

BARIC DOOR INSTALLATION.

WRAP W/ METAL TRIM TO

MATCH JAMB OPENING

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P R

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WING WALLS TYP.

SS101

19' - 7 1/2" (DOOR)

18' - 8" CENTER OF BOLLARDS

20' - 0" BLDG. OPENING

TOP OF SLAB, FRONT & REAR

0"

TOP OF SLAB, FRONT & REAR

0"

TRUSS BEARING

20' - 0"

TRUSS BEARING

20' - 0"

CONTINUOUS RIDGE VENT PER BLDG. MFG.

METAL ROOF PANELS PER BLDG. MFG. TYP.

BOLLARD(S) TYP.

120' - 0" OVERALL BLDG. (DETERMINED BY BUILDING SUPPLIER)

GUTTER TYP.

METAL WALL PANELS PER BLDG. MFG.

DOWNSPOUT NOTE:

BOOT CONNECTION TO DOWNSPOUTS ON THIS

SIDE TO CONNECT TO UNDERGROUND DRAIN

SYSTEM. SEE CIVIL. TYP.

TRANSLUCENT WALL PANELS PER BLDG. MFG. TYP.

PRECAST T WALL TYP.

BOTTOM OF METAL PANEL

4' - 0"

BOTTOM OF METAL PANEL

4' - 0"

1' - 0" 39' - 0" 40' - 0" 39' - 0" 1' - 0"

4' - 0"32' - 0" 50/50 STORAGE (CENTER OF PRECAST T'S)80' - 0" SALT SORAGE (CENTER OF PRECAST T'S)4' - 0"

BOLLARD(S) TYP.

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EXT. ELEC. PANEL FOR

LIGHTS. VERIFY POWER

REQ'S, LOCATION AND

FEED SOURCE W/ ELEC.

WING WALL

20' - 0" 40' - 0" 40' - 0" 20' - 0"

15' - 0"15' - 0"15' - 0"15' - 0"15' - 0"15' - 0"15' - 0"15' - 0"

BOLLARD(S) TYP.

PROVIDE BLOCKING, ELECTRICAL

BOX AND CONDUIT FOR LIGHT

FIXTURE, VERIFY POWER

REQUIREMENTS W/ ELEC. TYP.

1' - 3"

1/8" = 1'-0"A103

3 NORTH ELEVATION

1/8" = 1'-0"A103

2 SOUTH ELEVATION

SHEET

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

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IA

15 APR 26

A103

BG-5J25 (000)--80-37

GREENE 1

1/8" = 1'-0"A103

1 EAST ELEVATION, OPPOSITE ELEVATION SIM

FABRIC DOOR SPECIFIATION

FABRIC: HIGH DENSITY POLYETHYLENE (HDPE) STRUCTURAL MESH.

1. WARP AND WEFT FILAMENTS: 100 PERCENT ROUND MONO-FILAMENT.

2. FINISHED WEIGHT: 12.5 OZ/SQ YD .

3. STRETCH PROPERTIES: DIMENSIONALLY STABLE IN WARP AND WEFT.

4. FLAME RETARDANCY: COMPLY WITH NFPA 701.

5. FLAME SPREAD INDEX: 25 OR LESS, WHEN TESTED IN ACCORDANCE WITH ASTM E84, CLASS A.

6. SEAMS: SUFFICIENT STRENGTH TO DEVELOP 90 PERCENT OF FULL STRENGTH OF FABRIC AT 140 DEGREES F IN DIRECT TENSION ACROSS

SEAM.

A. ACCEPTABLE SEAMS AND EDGES: OVERLOCK STITCHED INTO A POLYETHYLENE ROPE OF APPROPRIATE STRETCH AND

DURABILITY CHARACTERISTICS OR OTHER APPROVED MATERIAL.

B. PROHIBITED SEAMS AND EDGES: FRENCH-HEM SEAM AND EDGE DETAILS AROUND A STEEL CABLE ARE UNACCEPTABLE DUE TO

WEAR CHARACTERISTICS.

C. PREVENT FABRIC FROM COMING INTO CONTACT WITH STEEL SUPPORT MEMBERS OTHER THAN THROUGH POLYETHYLENE EDGE

ROPE OR OTHER CORNER TERMINATIONS; STRETCHED FABRIC OVER STEEL SUPPORT FRAME IS UNACCEPTABLE DUE TO WEAR

CHARACTERISTICS.

7. EXPECTED SERVICE LIFE: TEN TO TWELVE YEARS.

8. COLOR: WHITE.

SUPPORTING STEEL MEMBERS: AS SPECIFIED IN SECTION 05 12 00, UNLESS OTHERWISE SPECIFIED IN THIS SECTION; STEEL MEMBERS ARE HOT-

DIPPED GALVANIZED AFTER FABRICATION.

1. STRUCTURAL STEEL: ASTM A36/A36M.

2. STRUCTURAL PIPE: ASTM A53/A53M, TYPE E OR S, GRADE B.

3. STRUCTURAL TUBING: ASTM A500/A500M, GRADE B.

4. HIGH-STRENGTH BOLTS: ASTM F3125/F3125M.

5. COMMON BOLTS: ASTM A307.

6. THREADED ROD: ASTM A36/A36M.

7. ANCHOR BOLTS, THREADED ROD: ASTM A36/A36M.

8. BRIDGECON COATING ON STRUCTURAL CONNECTION AT TOP OF PRECAST TEES.

PAINT FOR STRUCTURAL STEEL MEMBERS, TENSIONING NUTS, AND FABRIC PLATES:

1. FINISH COAT: ALIPHATIC POLYURETHANE; MINIMUM DRY FILM THICKNESS (DFT) OF 10 MILS, 0.010 INCH.

CABLES AND END FITTINGS: PROVIDE STRUCTURAL CABLES OF SAME TYPE HAVING SAME MODULUS OF ELASTICITY.

1. CABLES: STAINLESS STEEL, TYPE 304 OR 316.

2. CABLES IN CONTACT WITH FABRIC: PVC SLEEVED.

3. CABLE LENGTH TOLERANCE: AS INDICATED ON DRAWINGS.

4. SWAGED AND SPELTERED FITTINGS: DESIGN AND INSTALL TO DEVELOP FULL BREAKING STRENGTH OF CABLE.

5. THIMBLE END FITTINGS: DESIGN AND INSTALL TO DEVELOP A MINIMUM OF 90 PERCENT OF BREAKING STRENGTH OF CABLE.

6. SWAGED END FITTINGS, PINS, NUTS, AND WASHERS: STAINLESS STEEL.

7. TENSIONING NUTS AND FABRIC PLATES: GALVANIZED STEEL, FINISHED WITH TWO COATS OF EPOXY PAINT.

SHACKLES, RIGGING SCREWS, CLAMPS, AND TENSIONING HARDWARE: STAINLESS STEEL ARCHITECTURAL FINISHED MATERIAL ONLY.

OVERHEAD ACCORDION DOOR: ROLL-UP FABRIC DOOR WITH SAME FABRIC AS HOOP COVER. PULLEY CABLE LIFT OF FABRIC DOOR WITH

FOLLOWING SUPPORT ACCESSORIES:

1. MANUFACTURER'S STANDARD HOT DIPPED GALVANIZED TRACKS AND ANCHOR PLATES.

2. GALVANIZED STEEL FABRIC SUPPORT BARS

3. STAINLESS STEEL LIFT CABLES WITH HEAVY DUTY ALUMINUM MANUAL CRANK WINCH AND ALUMINUM PULLEY WHEELS.

OVERHEAD ACCORDION DOOR: ROLL-UP FABRIC DOOR WITH SAME FABRIC AS HOOP COVER. PULLEY CABLE LIFT

OF FABRIC DOOR WITH FOLLOWING SUPPORT ACCESSORIES:

1. MANUFACTURER'S STANDARD HOT DIPPED GALVANIZED TRACKS AND ANCHOR PLATES.

2. GALVANIZED STEEL FABRIC SUPPORT BARS

3. STAINLESS STEEL LIFT CABLES WITH HEAVY DUTY ALUMINUM MANUAL CRANK WINCH AND ALUMINUM PULLEY WHEELS.

EXAMINATION

1. EXAMINE AREA TO RECEIVE STRUCTURE; NOTIFY ARCHITECT IF AREA IS NOT ACCEPTABLE, AND DO NOT BEGIN INSTALLATION UNTIL

UNACCEPTABLE CONDITIONS HAVE BEEN CORRECTED.

PREPARATION

1. PREPARE AN ERECTION PLAN FOR ALL STRUCTURAL AND FABRIC INSTALLATION ACTIVITY, INCLUDING A DETAILED

SEQUENCE OF THE WORK.

2. PREPARE A CLEAR, FLAT, SMOOTH, AND CLEAN LAYOUT AREA ON GROUND OF SUFFICIENT SIZE FOR ASSEMBLY OF FABRIC PANELS;

PREPARE AREA ADJACENT TO LOCATION OF STRUCTURE INSTALLATION.

3. CHECK CONTACT SURFACES TO REMOVE SHARP OBJECTS, DIRT, GREASE, OIL, AND OTHER CAUSES FOR RIPS, SCRATCHING, OR OTHER

DAMAGE TO FABRIC PANELS DURING INSTALLATION.

4. USE TEMPORARY GROUND SHEETS WHERE FABRIC PANELS ARE TO BE DRAGGED ACROSS A SURFACE TO PREVENT CHAFFING OR

OTHER DAMAGE TO FABRIC PANEL SURFACE.

INSTALLATION

1. COMPLY WITH PRE-ESTABLISHED ERECTION PLAN.

2. DO NOT UNDERTAKE ERECTION OF FABRIC DURING INCLEMENT WEATHER CONDITIONS; INSTALLER HAS SOLE RESPONSIBILITY TO

DETERMINE WHEN CONDITIONS ARE SAFE FOR ERECTION.

3. INSTALL STRUCTURE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AT LOCATION INDICATED ON DRAWINGS.

4. STEEL SUPPORT

A. ERECT SUPPORT STEEL PLUMB, LEVEL, AND SQUARE, TO CORRECT LOCATION AND ELEVATION.

B. DO NOT PERFORM FIELD WELDING WITHOUT APPROVAL OF ARCHITECT; USE EXPERIENCED WELDERS.

5. INSTALL STRUCTURE IN NECESSARY SEQUENCE AND WITH SUFFICIENT BRACING TO ENSURE STABILITY THROUGHOUT INSTALLATION.

6. ARCHITECT WILL INSPECT INSTALLED, SUPPORT STEEL, CABLES, AND FITTINGS BEFORE INSTALLATION OF FABRIC ONLY TO ENSURE

COMPLIANCE WITH DATA SUBMITTALS.

7. INSTALL AND TENSION FABRIC IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

A. USE CARE IN INSTALLATION OF FABRIC TO AVOID DAMAGE TO BASE MATERIAL, COATING, AND SURFACE TREATMENT.

B. ENSURE SURFACES OF FABRIC ARE SMOOTH, UNIFORM, AND CLEAN, WITH EVEN CURVED EDGES AND INTERFACES, AND WITH NO

CUTS, SCRATCHES, ABRASIONS, STAINS, MARKS, BLEMISHES, OR WELDING IRREGULARITIES.

8. REPAIR OR REPLACE DEFECTIVE OR DAMAGED MATERIALS, COATINGS, AND FINISHES AS DIRECTED BY ARCHITECT.

ADJUSTING

1. MAKE FINAL ADJUSTMENTS TO DOOR AS REQUIRED FOR STRUCTURAL INTEGRITY, AND

2. FREE FROM OBJECTIONABLE WRINKLES WHEN VIEWED FROM THE NORMALLY OCCUPIED SPACE.

CLEANING

1. CLEAN STRUCTURE IN ACCORDANCE WITH FABRIC MANUFACTURER'S INSTRUCTIONS.

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CONT. METAL DRIP EDGE TRIM

LAMINATED POST/COL PER BLDG MFG.

TREATED WOOD GIRTS, PER MFG.

METAL WALL PANELS, PER MFG.

METAL SOFFIT (VENTED @

OVERHANG, SOLID @ GABLES)

2X SUB-FASCIA W/

METAL FASCIA OVER

2 X FRAMING BOLTED TO

POST PER MANUFACTURER'S STRUCTURAL DESIGN

BRACE PER BLDG MFG. KEEP BRACING WITH IN

4'-0" OF OUTSIDE WALL

METAL GUTTER

METAL FASCIA

METAL DRIP EDGE

TRUSS TIES, (HI), TYP. PER MFG'S STRUCTURAL DESIGN

ENGINEERED ROOF TRUSS PER MFG'S STRUCTURAL DESIGN

PURLIN SIZING & SPACING PER MANUFACTURER REQUIREMENTS

METAL ROOF PANELS

BRIDGING/BRACING PER BLDG. MFG.

TRANSLUCENT WALL PANELS SEE

ELEVATIONS, CONT. SEALS TOP & BTM.

COMPACTED GRANULAR FILL

EXTERIORINTERIOR

T R

A N

S L

U C

E N

T W

A L L

P A

N E

L

CONT. METAL DRIP EDGE

SEE SITE SPECIFIC SOIL NOTES

4' - 0" MIN.

A

0' - 0"

TOP OF SLAB, FRONT, VERIFY

-0' - 8"

BOTTOM OF T, FRONT, VERIFY

+20' - 0"

TRUSS BEARING

FOOTING PER BLDG. MFG.

T T

W A

L L

H E

IG

H

T

8" PAINTED YELLOW SAFETY LINE

(PAVING PAINT)

T WALL REINFORCING PER MFG.

15' - 0"

MAX SALT PILE

BRIDGE-CON SURFACE COATING AS

MANUFACTURED BY RHOMAR INDUSTRIES.

APPLY AT 50 SQFT/GAL., APPLY AT ALL

INTERIOR SURFACES, APPLY TO JAMB

OPENINGS AND RETURN TO EXTERIOR OF

PANEL FACES AT JAMBS FOR 4' - 0"

BITUMINOUS CAULK OVER

BITUMINOUS JOINT FOAM AT

INTERIOR OF ALL PRECAST JOINTS

VERIFY POLE BUILDING POST LOCATION

CLEARANCE WITH SUPPLIERS PROPOSED PRE-

CAST "T" WALL FOOTING WIDTH AND/OR "T" WALL

EXTENSIONS AT CORNERS. ADJUST SIZE OF

WOOD POST FRAME BUILDING TO PROVIDE

ADEQUATE CLEARANCE OF 4 FEET OR GREATER

TO PROVIDE THE MOST COST EFFECTIVE

STRUCTURAL CONFIGURATION

M

IN

M

IN

M

IN

/2

3" MIN OVERLAP ON THE

FACE OF T-WALL TOE, TO

PROVIDE MIN. 2" COVER

TOP AND BTM. OF REBAR

SHADED AREA TO HAVE THICKENED SLAB AT

INSIDE FACE OF PRECAST FOOTING TOE OF "T"

WALL PANEL. VERIFY DIMENSIONS REQUIRED

WITH PRE-CAST PANEL STRUCTURAL

ENGINEER. SLAB FIELD TO HAVE MINIMUM 6 1/2"

CONCRETE SLAB, C3-WR WITH #5 EPOXY

COATED REBAR AT 12" O.C. EACH WAY.

SURFACE TO BE TREATED WITH T"CONCRETE

DEFENDER" PER SPEC

REBAR SIZE, LENGTH AND

SPACING WHERE THICKENED

SLAB TIES INTO TOE OF PRE-

CAST "T" WALL PANEL TO BE

DETERMINED BY PRE-CAST "T"

WALL PANEL ENGINEER

3' - 0"

COMPACTED IN SITU EARTH COMPACTED IN SITU EARTH

COMPACTED GRANULAR FILL FOR

SLAB SLOPE, THICKNESS VARIES

SEE GEOTECHNICAL BASIS OF DESIGN

NOTE #6 FOR UNDER FOOTING CONDITIONS

50/50 SIDE

0' - 4"

TOP OF SLAB

-0' - 4"

BOTTOM OF T

CONC. FLOOR SLOPE

SEE SITE SPECIFIC SOIL NOTES

SALT STORAGE SIDE

0'- 4"0'- 4"

4' - 0" 4' - 0"

M

IN

M

IN

" 8

8" PAINTED YELLOW SAFETY LINE (PAVING

PAINT) BOTH SIDES TYP.

T WALL REINFORCING PER MFG.

BRIDGE-CON SURFACE COATING AS

MANUFACTURED BY RHOMAR INDUSTRIES.

APPLY AT 50 SQFT/GAL., APPLY AT ALL INTERIOR

SURFACES, APPLY TO JAMB OPENINGS AND

RETURN TO EXTERIOR OF PANEL FACES AT

JAMBS FOR 4' - 0" BOTH SIDES TYP.

BITUMINOUS CAULK OVER BITUMINOUS

JOINT FOAM AT INTERIOR OF ALL PRECAST

JOINTS, BOTH SIDES TYP.

3" MIN OVERLAP ON THE FACE

OF T-WALL TOE, TO PROVIDE

MIN. 2" COVER TOP AND BTM.

OF REBAR BOTH SIDES TYP.

REBAR SIZE, LENGTH AND SPACING

WHERE THICKENED SLAB TIES INTO

TOE OF PRE-CAST "T" WALL PANEL

TO BE DETERMINED BY PRE-CAST "T"

WALL PANEL ENGINEER, BOTH SIDES

TYP.

M

IN

/2

CONC. FLOOR SLOPE

COMPACTED GRANULAR FILL

SHADED AREA TO HAVE THICKENED SLAB AT

INSIDE FACE OF PRECAST FOOTING TOE OF "T"

WALL PANEL. VERIFY DIMENSIONS REQUIRED WITH

PRE-CAST PANEL STRUCTURAL ENGINEER. SLAB

FIELD TO HAVE MINIMUM 6 1/2" CONCRETE SLAB,

C3-WR WITH #5 EPOXY COATED REBAR AT 12" O.C.

EACH WAY. SURFACE TO BE TREATED WITH THREE

APPLICATIONS OF "CONCRETE DEFENDER", TYP.

3' - 0"3' - 0"

M

IN

COMPACTED IN SITU EARTH

M

IN

/2 " 5

M

IN

0' - 4"

TOP OF SLAB

-0' - 4"

BOTTOM OF T

COMPACTED GRANULAR FILL FOR SLAB SLOPE

PRECAST CONCRETE "T" PANEL NOTES:

1. PRE-CAST PANEL ENGINEER TO DESIGN REQUIRED SLAB

THICKNESS AND WIDTH AT INTERIOR "T" WALL PANEL TOE

TO PROVIDE REQUIRED RESISTANCE TO PROVIDE SALT

STORAGE SUPPORT WITHOUT A BERM AT THE EXTERIOR

OF THE PRE-CAST "T" WALL OR PROVIDE EXTERIOR BERM

DESIGN. DETAILS AND PLAN INDICATE AN EXAMPLE OF

POTENTIAL CONFIGURATION, DIMENSIONS ARE TO BE

DETERMINED BY PANEL ENGINEER.

2. BOTTOM OF PRE-CAST "T" WALL PANEL ELEVATION TO BE

DETERMINED BY PANEL ENGINEER BASED ON REQUIRED

INTERIOR SLAB OVERLAP THICKNESS FOR LOAD

RESISTANCE. THIS DIMENSION IS TO BE A MINIMUM OF 3

INCHES PER WALL SECTION. ELEVATION SHOWN HERE IS

BASED ON THE MINIMUM OVERLAP THICKNESS.

SUB-BASE FOR PRECAST CONCRETE "T" PANEL NOTES:

1. EXCAVATE 18" BELOW THE BOTTOM OF ALL PROPOSED

BUILDING SLABS AND APPROACHES. PROOF ROLL THESE

LOCATIONS WITH THE THIRD PARTY GEOTECHNICAL

TESTING AGENCY PRESENT. REMOVE AND REPLACE SOILS

DEEMED UNACCEPTABLE TO THE TESTING ENGINEER.

2. SEE SITE SPECIFIC SOILS INFO FOR SLABS AND APPROACH

PAVING IN A LEVEL PAD READY TO RECEIVE CONCRETE

TEES ON THAT BASE. VERIFY WITH THE CONCRETE TEE

ENGINEER THAT THIS SUB-BASE CONDITION IS

ACCEPTABLE FOR THE PROPOSED LOADS OF STORED SALT

AND 50/50 MATERIAL.

8" MIN COMPACTED GRANULAR FILL,

TYPICAL ON ALL PROJECTS

COMPACTED IN SITU EARTH,

TYPICAL ON ALL PROJECTS

M

IN

/2

M

IN

M

IN

USE (NFS) FILL FOR THIS SITE

SITE SPECIFIC SOILS INFO:

THE SOILS ON THIS SITE ARE FROST SUSCEPTIBLE. SMALL AMOUNTS OF WATER CAN

AFFECT THE PERFORMANCE OF SLAB ON-GRADE CONSTRUCTION, AS SUCH SLABS IN

NON-HEATED STRUCTURES SHOULD BE ANTICIPATED TO HEAVE DURING WINTER

MONTHS. THE USE OF EITHER LOW FROST SUSCEPTIBLE (LFS) FILL MATERIAL OR NON-

FROST SUSCEPTIBLE (NFS) FILL PLACED TO CONVENTIONAL FROST DEPTH OF 4 FEET

IS RECOMMEND.

(NFS) MATERIAL: SHOULD CONSIST OF A WELL-GRADED, CLEAN GRANULAR

MATERIAL WITH LESS THAN 3% PASSING THE NO. 200 SIEVE.

(NFS) LOW-FROST SUSCEPTIBLE MATERIAL: SHOULD CONSIST OF A WELL-

GRADED, CLEAN GRANULAR MATERIAL WITH LESS THAN 6% PASSING THE NO.

200 SIEVE

CONCRETE SLAB

3/4" = 1'-0"A105

1 WALL SECTION SHEET

DATE:

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

/1

/2

:5

:2

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15 APR 26

A105

BG-5J25 (000)--80-37

GREENE 1

3/4" = 1'-0"A105

2 DIVIDING PRECAST T WALL DETAIL

N O

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B Y

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TOP OF SLAB, FRONT & REAR

0"

TOP OF SLAB, FRONT & REAR

0"

TRUSS BEARING

20' - 0"

TRUSS BEARING

20' - 0"

CONTINUOUS RIDGE VENT PER BLDG. MFG.

20' - 0" (APPROACH) 120' - 0" OVERALL BLDG. (DETERMINED BY BUILDING SUPPLIER) 20' - 0" (APPROACH)

BOTTOM OF T, FRONT & REAR

-8"

BOTTOM OF T, FRONT & REAR

-8"

TRANSLUCENT WALL PANEL PER BLDG. MFG. TYP.

A105

BOTTOM OF METAL PANEL

4' - 0"

TRUSSES PER BLDG. MFG. TYP.

4' - 0" 80' - 0" SALT SORAGE (CENTER OF PRECAST T'S) 32' - 0" 50/50 (CENTER OF PRECAST T'S) 4' - 0"

TOP OF SLAB 0' - 4"

CONCRETE T DIVIDER

P R

E C

A S

T C

.L

P R

E C

A S

T C

.L

P R

E C

A S

T C

.L

BOLLARD(S)

CS102

300 TON 50/50 MIX

1500 TON SALT

STORAGE

CS101

36' - 0"84' - 0"

BOLLARD(S)

TOP OF SLAB 0' - 0"

-0' -1", VERIFY W/ EXISTING SITE CONDITIONS

TOP OF SLAB 0' - 4"

TOP OF SLAB 0' - 0"

1' - 3"

TOP OF SLAB, FRONT & REAR

0"

TRUSS BEARING

20' - 0"

A

1' - 0"1' - 0"

CONTINUOUS RIDGE VENT PER BLDG. MFG.

BOTTOM OF T, FRONT & REAR

-8"

4' - 0" 52' - 0" CENTER OF PRECAST T (VERIFIED BY PRECAST SUPPLIER) 4' - 0"

BOTTOM OF METAL PANEL

4' - 0"

G

A105

P R

E C

A S

T T

C .L

P R

E C

A S

T T

C .L

1500 TON SALT

STORAGE

SS101

FABRIC DOOR AND

TRACK SYSTEM

METAL JAMB TRIM AT

OPENING PERIMETER PER

BLDG MFG. CONTRACTOR TO

PROVIDE 2X BLOCKING FOR

BARIC DOOR INSTALLATION.

WRAP W/ METAL TRIM TO

MATCH JAMB OPENING

19' - 7 1/2" (DOOR)

19' - 4" PRECAST OPENING

20' - 0" BUILDING OPENING

60' - 0" OVERALL BLDG. (DETERMINED BY BUILDING SUPPLIER)

1' - 3"

TOP OF SLAB, FRONT & REAR

0"

TRUSS BEARING

20' - 0"

ACONTINUOUS RIDGE VENT PER BLDG. MFG.

BOTTOM OF T, FRONT & REAR

-8"

4' - 0" 52' - 0" CENTER OF PRECAST T (VERIFIED BY PRECAST SUPPLIER) 4' - 0"

A105

1 SIM.

BOTTOM OF METAL PANEL

4' - 0"

G

P R

E C

A S

T T

C .L

P R

E C

A S

T T

C .L

300 TON 50/50 MIX

SS102

FABRIC DOOR AND

TRACK SYSTEM

METAL JAMB TRIM AT

OPENING PERIMETER PER

BLDG MFG. CONTRACTOR TO

PROVIDE 2X BLOCKING FOR

BARIC DOOR INSTALLATION.

WRAP W/ METAL TRIM TO

MATCH JAMB OPENING

19' - 7 1/2" (DOOR)

20' - 0" BUILDING OPENING

60' - 0" OVERALL BLDG. (DETERMINED BY BUILDING SUPPLIER)

SHEET

DATE:

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

/1

/2

:5

:2

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15 APR 26

A104

BG-5J25 (000)--80-37

GREENE 1

1/8" = 1'-0"A104

1 LONG. BLDG. SECT.

1/8" = 1'-0"A104

2 BLDG. SECT. LOOKING AT SALT STORAGE

1/8" = 1'-0"A104

3 BLDG. SECT. LOOKING AT 50/50 MIX

N O

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E

B Y

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CONCRETE FLOOR SLAB

ISOLATION JOINT W/

SEALANT OVER, TYP.

EXTERIOR INTERIOR

SLOPE APPROACH -2" OVERALL AWAY FROM BLDG.

4' - 0"

0' - 0"

TOP OF SLAB, FRONT

-0' - 8"

BOTTOM. OF T, FRONT

SLOPE SLAB 6" OVERALL TO BLDG. OPENING

COMPACTED GRANULAR FILL

CONCRETE APPROACH

OPEN SPACE BETWEEN PRECAST

"T" AND BLDG. STRUCTURE

COMPACTED GRANULAR FILL

PRECAST

T WALL

BLDG. OPENING

COMPACTED EARTH IN SITU

1' - 3"

6" DIA. GALV. STEEL PIPE

BOLLARD. FILL W/ CONC. SET

IN 15" DIA. HOLE 4' - 0" BELOW

GRADE. CONTRACTOR TO

PROVIDE AND INSTALL

PLASTIC COVER

3' - 0" 2' - 6"

/2

M

IN

M

IN

0'-0" ORIGIN POINT

THICKENED EDGE AT

PERIMETER (SEE PLAN)

CENTER OF "T" WALL

TO OUTSIDE OF TOE

FACE OF

BLDG. TO C.L.

/2

M

IN

M

I N

VERIFY POLE BUILDING POST

LOCATION CLEARANCE WITH

SUPPLIERS PROPOSED PRE-

CAST "T" WALL FOOTING

WIDTH AND/OR "T" WALL

EXTENSIONS AT CORNERS.

ADJUST SIZE OF WOOD POST

FRAME BUILDING TO PROVIDE

ADEQUATE CLEARANCE OF 4

FEET MINIMUM OR MOST

COST ECONOMICALLY

EFFECTIVE POLE BUILDING

POST CONFIGURATION

BLDG. OPENING, JAMB TRIM PER BLDG. MFG.

FABRIC DOOR TRACK / HARDWARE

FABRIC DOOR TO TOP OF WING WALL

CONTRACTOR TO PROVIDE 2X BLOCKING

FOR BARIC DOOR INSTALLATION. WRAP W/

METAL TRIM TO MATCH JAMB OPENING

SEE SITE SPECIFIC

SOILS INFO EARTH

SHEET

DATE:

x

S h e e t Io w a D

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IS

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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010

(515) 239-1299

COUNTY: DISTRICT:

PROJECT NUMBER:

/1

/2

:5

:2

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15 APR 26

A106

BG-5J25 (000)--80-37

GREENE 1

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3/4" = 1'-0"A106

1 DOOR THRESHOLD DETAIL AT BLDG. OPENING, OPP. SIDE SIM.

DIAGRAM NOTES:

BUILDING NOT SHOWN FOR CLARITY

SALT STORAGE DIAGRAMS

BOLLARD(S)

CONCRETE APPROACH

SEE PLAN, TYP.

BOLLARD(S), TYP.

GRAVEL COVER SEE PLAN

GRAVEL COVER SEE PLAN

8" SAFETY STRIPE

BRIDGE-CON AT PANEL TOP, TYP.

DIVIDING PANEL, SEE PLAN.

BRIDGE-CON AT

PANEL INTERIOR, TYP.

WRAP BRIDGE-CON

COATING TO THE OUTSIDE

OF THE T OPENING 4'-0"

AS SHOWN, TYP. AT ALL

OPENINGS.

PRECAST T'S SEE PLAN