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PDF 15 MB Posted Oct 3, 2025

Attached to: Walk-In Seed and Sample Storage Room
Solicitation number: JRB-2025-14
Issued by: Albany County, Wyoming

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Written by GovTribe AI · Oct 3, 2025

These construction documents detail the University of Wyoming Sheridan Research and Extension (ShREC) Maintenance Facility project located at 665 Wyarno Road in Sheridan, Wyoming. The comprehensive set of design drawings, dated March 28, 2025, covers architectural, structural, mechanical, electrical, and plumbing systems for a new approximately 5,491 square foot agricultural maintenance shop and link building. The project involves constructing a pre-engineered metal building with a maintenance shop, potential future seed storage room, and associated infrastructure improvements including site utilities, foundations, and site grading.

The project includes several key technical components such as a propane-fired domestic water heater, unit heaters, condensing unit, underground water storage tank, septic system, and a bridge crane system. The design incorporates seismic considerations, meets International Building Code 2021 requirements, and is designed for a site elevation of 3,900 feet. Structural systems include a concrete slab-on-grade foundation, metal building framing, and provisions for future building expansion. The estimated construction cost is not explicitly stated, but the detailed design suggests a comprehensive, modern research and maintenance facility tailored to the University of Wyoming's specific operational needs in the Sheridan Research and Extension Center.

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UNIVERSITY OF WYOMING

UW ShREC MAINT.

100% CONSTRUCTION DOCUMENTS

03.28.2025

665 WYARNO RD. SHERIDAN, WY 82801

SHEET INDEX

G-001 COVER SHEET

G-002 CODE ANALYSIS

A-001 SITE PLAN

SS SITE SURVEY

C-001 EXISTING CONDITIONS AND SITE DEMOLITION PLAN

C-100 SITE PLAN

C-200 SITE GRADING AND DRAINAGE PLAN

C-300 SANITARY SEWER SERVICE PLAN AND PROFILE

C-301 UTILITY DETAILS

C-400 DETAILS

S0.01 NOTES

S0.02 NOTES

S0.03 QUALITY ASSURANCE

S1.00 FOUNDATION PLAN

S1.01 ROOF FRAMING PLAN

S3.00 TYP SOG & CONCRETE DETAILS

S3.01 TYP FOUNDATION DETAILS

S3.02 FOUNDATION DETAILS

S3.03 FOUNDATION DETAILS

S5.00 CRANE AND EXT WALL DETAILS

A-100 DEMO PLAN

A-101 FIRST LEVEL FLOOR PLAN

A-102 REFLECTED CEILING PLAN

A-103 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 WALL SECTIONS

A-303 WALL SECTIONS

A-501 STAIRS AND RAMP - PLAN & DETAILS

A-601 DOOR & WINDOW SCHEDULES

M-001 MECHANICAL COVER SHEET

M-002 MECHANICAL SCHEDULES

M-101 MECHANICAL FIRST LEVEL FLOOR PLAN

M-102 MECHANICAL ROOF PLAN

M-501 MECHANICAL DETAILS

E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E-002 ELECTRICAL SCHEDULES

E-003 ELECTRIAL ONE LINE DIAGRAM AND DETAILS

E-051 ELECTRICAL SITE PLAN

E-101 ELECTRICAL FIRST LEVEL POWER PLAN

E-102 ELECTRICAL FIRST LEVEL LIGHTING PLAN

P-001 PLUMBING COVER SHEET

P-002 PLUMBING SCHEDULES

P-101 PLUMBING FIRST LEVEL UNDERFLOOR PLAN

P-102 PLUMBING FIRST LEVEL FLOOR PLAN

P-501 PLUMBING DETAILS

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SHEET TITLE:

FDL CONSULTING , LLC

237 N. MAIN STREET, SUITE 110

SHERIDAN, WY 82801

WWW.FDLCONSULTINGWYO.COM

OFFICE: 307.675.6225

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ARCHITECT:

FDL CONSULTING, LLC

237 N. MAIN STREET, SUITE 110

SHERIDAN, WY

JESSIE DYKHOUSE, ARCHITECT

OFFICE: 307.675.6225

STRUCTURAL ENGINEER:

MARTIN/MARTIN WYOMING

6523 YELLOWSTONE ROAD, SUITE 200

CHEYENNE, WYOMING 82009

JERA LIKELY, PE

OFFICE: 307.637.8422

CIVIL ENGINEER:

MORRISON/MAIERLE

1470 SUGARLAND DR STE 2

SHERIDAN, WYOMING 82801

JEFF FECK, PE

OFFICE: 307.675.7715

MECHANICAL, ELECTRICAL, & PLUMBING:

MORRISON/MAIERLE

1470 SUGARLAND DR STE 2

SHERIDAN, WYOMING 82801

OFFICE: 307.675.7715

VICINITY MAP

STARTING AT THE INTERSECTION OF WY-336 (E. 5TH ST.) AND INTERSTATE 90, HEAD EAST ON WY-336 (E. 5TH ST.) THAT TRANSITIONS INTO WYARNO ROAD FOR 6.7 MILES AND TURN LEFT

AT PROJECT LOCATION (665 WYARNO ROAD).

03/28/2025

3743 SF

(GROUP S-1)

743 SF

(GROUP S-1)

Not Enclosed

272 SF

1,277 SF

300 GROSS SF/OCC

5 OCC

300 GROSS SF/OCC

13 OCC

3,883 SF

300 GROSS SF/OCC

13 OCC

(GROUP S-1)

150 GROSS SF/OCC

4 OCC

554 SF 600 SF

(GROUP S-1)

ACCESSORY USE

7 3

(GROUP S-1) (GROUP S-1)

(GROUP S-1)

97 SF

MAX EXIT ACCESS TRAVEL DISTANCE = 60'-0"

261 SF

(GROUP S-1)

2 OCC1 OCC

1 OCC

300 GROSS SF/OCC 300 GROSS SF/OCC

300 SF

300 GROSS SF/OCC

1 OCC

ACCESSIBLE

PARKING

PROJECT LOCATION:

SHERIDAN COUNTY, WYOMING

PROJECT DESCRIPTION:

THE UNIVERSITY OF WYOMING SHERIDAN EDUCATION AND REASEARCH CENTER MAINTENANCE FACILITY IS A MODERATE-HAZARD STORAGE

AND AGRICULTURAL EQUIPMENT AND (NON-COMMERCIAL) VEHICAL REPAIR FACILITY. COMPRISED OF A SINGLE STORY PRE-ENGINEERED

METAL BUILDING WITH REBAR REINFORCED CONCRETE FOUNDATION WITH SPREAD FOOTINGS THE FACILITY IS INTENDED FOR STORAGE AND

EQUIPMENT REPAIR.

OCCUPANCY CLASSIFICATION (SECTION 302):

SECTION 311 - STORAGE GROUP S

S-1 - MODERATE-HAZARD STORAGE (311.2)

STORAGE AND EQUIPMENT/NON-COMMERCIAL VEHICAL SERVICE/REPAIR

GENERAL BUILDING HEIGHT IN FEET ABOVE GRADE PLANE:

TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE (MAX):

S-1 OCCUPANCY, NON-SPRINKLERED (TYPE II-B) = 55'-0"

ACTUAL BUILDING HEIGHT IN FEET ABOVE GRADE PLANE = 23'-6"

TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE:

S-1 OCCUPANCY, NON-SPRINKLERED (TYPE II-B) = 2 STORIES

ACTUAL STORIES ABOVE GRADE PLANE = 1 STORY

TABLE 506.2: ALLOWABLE AREA FACTOR:

S-1 OCCUPANCY, NON-SPRINKLERED (TYPE II-B) = 17,500 SF/STORY

ACTUAL AREA = NEW ADDITION (TYPE II-B) = 5,352 SF

EXISTING BUILDING (TYPE II-B) = 5,565 SF

TOTAL AREA = EXISTING + NEW (TYPE II-B) = 10,917 < MAX ALLOWED (PER SECT. 503) 17,500 SF/STORY

CONSTRUCTION CLASSIFICATION (SECTION 602):

TYPE: II-B

CODE ANALYSIS (IBC 2024)

SECTION 903.2.9 - GROUP S-1. AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS CONTAINING A

GROUP S-1 OCCUPANCY WHERE ONE OF THE FOLLOWING CONDITIONS EXIST:

1. A GROUP S-1 FIRE AREA EXCEEDS 12,000 SQUARE FEET.

ACTUAL S-1 FIRE AREA: 10,917 SF < ALLOWABLE (PER SECT 903.2.9) 12,000 SF

2. A GROUP S-1 FIRE AREA IS LOCATED MORE THAN THREE STORIES ABOVE GRADE PLANE.

ACTUAL 1 STORY < ALLOWABLE (PER SECT 903.2.9) 3 STORIES

3. THE COMBINED AREA OF ALL GROUP S-1 FIRE AREAS ON ALL FLOORS, INCLUDING MEZZANINES, EXCEEDS 24,000 SQUARE FEET.

ACTUAL COMBINED AREA: 10,917 SF < ALLOWABLE (PER SECT 903.2.9) 24,000 SF

4. A GROUP S-1 FIRE AREA USED FOR THE STORAGE OF COMMERCIAL MOTOR VEHICLES WHERE THE FIRE AREA EXCEEDS 5,000

SQUARE FEET.

ACTUAL S-1 FIRE AREA: N/A > ALLOWABLE (PER SECT 903.2.9) 5,000 SF

FACILITY IS INTENDED FOR STORAGE AND REPAIR OF NON-COMMERCIAL VEHICLES.

5. A GROUP S-1 OCCUPANCY USED FOR THE STORAGE OF UPHOLSTERED FURNITURE OR MATTRESSES EXCEEDS 2,500 SQUARE FEET.

ACTUAL S-1 FIRE AREA: N/A > ALLOWABLE (PER SECT 903.2.9) 2,500 SF

FACILITY IS NOT INTENDED FOR STORAGE OF UPHOLSTERED FURNITURE OR MATTRESSES.

SECTION 903.2.11.1 - STORIES WITHOUT OPENINGS. AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED THROUGHOUT ALL STORIES, INCLUDING BASEMENTS, OF ALL BUILDINGS WHERE THE FLOOR AREA EXCEEDS 1,500 SF AND WHERE THERE IS NOT

PROVIDED NOT FEWER THAN ONE OF THE FOLLOWING TYPES OF EXTERIOR WALL OPENINGS.

1. N/A

2. OPENINGS ENTIRELY ABOVE THE ADJOINING GROUND LEVEL TOTALING NOT LESS THAN 20 SQUARE FEET IN EACH 50 LINEAR

FEET, OR FRACTION THEROF, OF EXTERIOR WALL IN THE STORY ON AT LEAST ONE SIDE. THE REQUIRED OPENINGS SHALL BE DISTRIBUTED SUCH THAT THE LINEAL DISTANCE BETWEEN ADJACENT OPENINGS DOES NOT EXCEED 50 FEET. THE HEIGHT OF THE

BOTTOM OF THE CLEAR OPENING SHALL NOT EXCEED 44 INCHES MEASURED FROM THE FLOOR.

SECTION 903.2.11.1.1 OPENING DIMENSIONS AND ACCESS. OPENINGS SHALL HAVE A MINIMUM DIMENSION OF NOT LESS THAN 30 INCHES. SUCH OPENINGS SHALL BE ACCESSIBLE TO THE FIRE DEPARTMENT FROM THE EXTERIOR AND SHALL NOT BE OBSTRUCTED

IN A MANNER SUCH THAT FIRE FIGHTING OR RESCUE CANNOT BE ACCOMPLISHED FROM THE EXTERIOR.

SECTION 906.1 WHERE REQUIRED. PORTABLE FIRE EXTINGUISHERS SHALL BE

INSTALLED IN ALL OF THE FOLLOWING LOCATIONS:

1. IN GROUP A,B,E,F,H,I,M,R-1,R-2,R-4 AND S OCCUPANCIES

TABLE 906.3(1) MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHER = 70'-0"

TABLE 906.3(2) MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHER = 30'-0"

LOCATION/SPACE # OF OCCUPANTS

EXISTING GROUP S-1 (GROSS SF/300) SUBTOTAL OCC LOAD 21

NEW GROUP S-1 (GROSS SF/300) SUBTOTAL OCC LOAD 18

TOTAL FACILITY OCCUPANT LOAD 39

EGRESS WIDTH (SECTION 1005):

EXIT DISCHARGE:

CLEAR WIDTH/ CODE OCCUPANTS/

# OF DOORS DOOR FACTOR DOOR CAPACITY

2 SINGLE DOORS 32 .20 160 320

1 DOUBLE DOOR 64 .20 320 320

EXIT DISCHARGE CAPACITY: 640

ACTUAL OCCUPANT LOAD: 39

NUMBER OF EXITS AND EXIT ACCESS DOORWAYS (SECTION 1006):

SECTION 1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF TRAVEL DISTANCE.

TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE

DESIGN OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE

VALUES LISTED IN TABLE 1006.2.1

GROUP S OCCUPANCY - MAXIMUM OCCUPANT LOAD 29 (100 FEET MAX. TRAVEL DIST.)

GROUP B OCCUPANCY - MAXIMUM OCCUPANT LOAD 49 (100 FEET MAX. TRAVEL DIST.)

SECTION 1017.3 - MEASUREMENT. EXIT ACCESS TRAVEL DISTANCE SHALL BE MEASURED FROM THE

MOST REMOTE POINT WITH IN A STORY ALONG THE NATURAL AND UNOBSTRUCTED

PATH OF HORIZONTAL AND VERTICAL EGRESS TRAVEL TO THE ENTRANCE TO AN EXIT.

EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE DISTANCES GIVEN IN TABLE 1017.2

OCCUPANCY S-1 WITHOUT AUTOMATIC SPRINKLER SYSTEM = 200'-0" FT

ACTUAL MAX EXIT ACCESS TRAVEL DISTANCE = 60'-0" FT

EXIT ACCESS TRAVEL DISTANCE (SECTION 1017):

PORTABLE FIRE EXTINGUISHERS (SECTION 906):

FACILITY IS EXEMPT OF FIRE SPRINKLER SYSTEM AND SMOKE ALARM

CODE ANALYSIS LEGEND

EXIT ACCESS

EXIT DISCHARGE

1-HR FIRE RATED

EXIT ACCESS TRAVEL DISTANCE

COMMON PATH OF EGRESS TRAVEL

OCCUPANCY CLASSIFICATION

GROUP B

OCCUPANCY CLASSIFICATION

GROUP B ACCESSORY

OCCUPANCY CLASSIFICATION (USE)

TOTAL SQUARE FEET (NET OR GROSS)

OCCUPANT LOAD FACTOR (TABLE 1004.5)

TOTAL OCCUPANT LOAD

EXIT OCCUPANT LOAD

EXIT WIDTH REQUIRED (INCHES)

EXIT WIDTH PROVIDED (INCHES)

PORTABLE FIRE EXTINGUISHERFE

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SHEET TITLE:

FDL CONSULTING , LLC

237 N. MAIN STREET, SUITE 110

SHERIDAN, WY 82801

WWW.FDLCONSULTINGWYO.COM

OFFICE: 307.675.6225

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1 PLAN, FLOOR - MAIN

03/28/2025

Y D

Y D H

Y D

GGG

AAA

Y D

GGG

BARN

SHED

HOUSE

SHED

WELL 3

SHED

EXISTING SHOP

(4,010 GSF)

EXISTING LAB/OFFICE

(1,822 GSF)

NEW MAINT. SHOP

55'-0" W x 89'-0" L

(5,491 GSF)

ACCESS DRIVE

PARKING

18'-4 1/2"

A-001

WYO. STATE HIGHWAY 336

SITE KEYNOTES

1. PROPOSED LOCATION OF NEW SEPTIC TANK AND LEACH FIELD

2. PROPOSED CONCRETE APRON AND SIDEWALK

SITE DEMO KEYNOTES

A. (E) TREE AND ROOT BALL TO BE REMOVED AND DISPOSED OF PER

OWNER DIRECTION.

B. PROPANE TANK TO BE RELOCATED

C. (E) SEPTIC TANK TO BE REMOVED AND DISPOSED OF

SHED

WELL 3

CONC. APRON

ACCESS DRIVE

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NEW LINK

18'-4 1/2"

CONC. APRON

55'-10"

29'-3 1/2"

EXISTING TREE TO

BE REMOVED

NEW MAINT. SHOP

55'-0" W x 91'-0" L

(5,491 GSF)

EXISTING SHOP

(4,010 GSF)

EXISTING LAB/OFFICE

(1,822 GSF)

55'-0"

1' -0

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SHEET TITLE:

FDL CONSULTING , LLC

237 N. MAIN STREET, SUITE 110

SHERIDAN, WY 82801

WWW.FDLCONSULTINGWYO.COM

OFFICE: 307.675.6225

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1 PLAN, SITE (CONCEPT)

0' 20'10' 40'

PROJECT NORTH TRUE NORTH

SCALE: 1" = 20'-0"

2 PLAN, SITE (CONCEPT) ENLARGED

NE1

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UNIVERSITY OF WYOMING

SHERIDAN RESEARCH AND

EXTENSION CENTER

RESTFELDTPSURVEYING

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30' EASEMENT POWDER RIVER ENERGY CORP. (BOOK 473, PAGE 395)

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WYARNO ROAD (AKA WYOMING STATE HIGHWAY NO. 336)

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RECORD OWNER: STATE OF WYOMING (BOOK 9, PAGE 191)

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RECORD OWNERS: LEO H. & CAREAN L. GOSS, TRUSTEES (BOOK 550, PAGE 190)

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RECORD OWNER: STATE OF WYOMING (BOOK 23, PAGE 178)

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CLIENT:

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COUNTY OF SHERIDAN

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SURVEYOR'S CERTIFICATE

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2340 WETLANDS DR., SUITE 100 SHERIDAN, WY 82801 307-672-7415

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AutoCAD SHX Text POWER POLE DOWN GUY ANCHOR WATER SPIGOT WATER WELL WOOD FENCE POST FLAG POLE TELEPHONE BOX FIBER OPTIC VAULT STRUCTURAL SIGN SIGN POST 18" CORRUGATED METAL PIPE AIR CONDITIONER UNIT PROPANE TANK TREE DIAMETER UNDERGROUND SEWER LINE (SEE NOTE 5) UNDERGROUND WATER LINE (SEE NOTE 5) UNDERGROUND FIBER OPTIC LINE UNDERGROUND TELEPHONE LINE UNDERGROUND ELECTRIC LINE OVERHEAD ELECTRIC LINE UNDERGROUND PROPANE LINE EDGE OF UNSURFACED ROAD EDGE OF ASPHALT BARBWIRE FENCE GARDEN FENCE MAJOR CONTOUR MINOR CONTOUR ASPHALT SURFACE CONCRETE SURFACE GRAVEL SURFACE LANDSCAPE ROCKS CONIFEROUS TREE DECIDUOUS TREE BUSH

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TOWNSHIP 56 NORTH - RANGE 83 WEST

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LOCATION MAP

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NO TRUE SCALE

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SITE

AutoCAD SHX Text CONTROL POINT FOUND 2-1/2" ALUMINUM CAP PER PLS 10287 FOUND 3-1/4" ALUMINUM CAP PER PLS 2608 FOUND HIGHWAY RIGHT-OF-WAY MONUMENT CALCULATED: NOTHING FOUND/NOTHING SET WITNESS CORNER BOUNDARY/PROPERTY LINE SECTION LINE INTERIOR SECTION LINE HIGHWAY RIGHT-OF-WAY EASEMENT LINE AS NOTED

AutoCAD SHX Text NO. NORTHING EASTING ELEV. DESCRIPTION 3 1909538.61 1440150.59 3766.37 5/8" REBAR 4 1909471.40 1440716.08 3751.72 5/8" REBAR 5 1910211.38 1440609.63 3738.25 5/8" REBAR 10 1910043.46 1440300.07 3749.96 COTTON GIN SPIKE 11 1910000.33 1440187.77 3753.26 COTTON GIN SPIKE 12 1909793.49 1440254.17 3756.40 COTTON GIN SPIKE 13 1909856.51 1440197.10 3756.72 COTTON GIN SPIKE

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SURFACE COORDINATES, (US SURVEY FEET) DAF: 1.0002227437

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CONTROL POINTS

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WILDCAT ROAD

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WYARNO ROAD

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WYOMING STATE HIGHWAY NO. 336

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IMPROVEMENTS LEGEND:

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AAA

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RRR

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GGG

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LEGEND:

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NOTES:

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1. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. UNDERGROUND UTILITIES SHOWN WERE MARKED BY A PRIVATE LOCATOR (PAINT MARKS). THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH SAID SURVEYOR DOES STATE THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. 2. A HORIZONTAL POSITIONAL TOLERANCE OF PLUS OR MINUS 0.10 FEET AND A VERTICAL A HORIZONTAL POSITIONAL TOLERANCE OF PLUS OR MINUS 0.10 FEET AND A VERTICAL POSITIONAL TOLERANCE OF PLUS OR MINUS 0.10 FEET RELATIVE TO THE NEAREST CONTROL POINT WAS OBSERVED. 3. TOP OF FOOTING EXPOSED BY EXISTING TRENCH. TOP OF FOOTING EXPOSED BY EXISTING TRENCH. 4. TREE LAB AREA, HAS VERTICAL PVC PIPES ABOVE GROUND 2" BY MOST TREES. TREE LAB AREA, HAS VERTICAL PVC PIPES ABOVE GROUND ±2" BY MOST TREES.5. UNDERGROUND WELL WATER PIPES AND SANITARY SEWER APPURTENANCES ARE SHOWN UNDERGROUND WELL WATER PIPES AND SANITARY SEWER APPURTENANCES ARE SHOWN FOR REFERENCE ONLY. THEY WERE NOT PHYSICALLY LOCATED. LOCATION SHOWN IS PHYSICALLY LOCATED. LOCATION SHOWN IS BASED ON A SCHEMATIC PROVIDED BY THE CLIENT.

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AutoCAD SHX Text BEARINGS ARE BASED ON THE WYOMING COORDINATE SYSTEM NAD 1983, EAST CENTRAL ZONE. DISTANCES ARE MULTIPLIED TO SURFACE BY THE DATUM ADJUSTMENT FACTOR OF 1.0002227434

AutoCAD SHX Text PROJECT WAS SCALED FROM LAT 44° 50' 26.0040," ANDLONG 106° 50' 58.7135."ELEVATION DATUM IS BASED ON "RECORD OF SURVEY" PERFORMED BY WESTERN LAND SERVICES ON 3/27/09.

20 401020 0

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SHEET TITLE:

FDL CONSULTING , LLC

237 N. MAIN STREET, SUITE 110

SHERIDAN, WY 82801

WWW.FDLCONSULTINGWYO.COM

OFFICE: 307.675.6225

engineers surveyors planners scientists

MorrisonMaierle 1470 Sugarland Drive, Suite 2, Sheridan, WY 82801

307.672.9310 www.m-m.net

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C-001

EXISTING CONDITIONS

AND SITE DEMOLITION

PLAN

TEM KRL

EXISTING

MAINTENANCE

BUILDING

GENERAL NOTES

1. CONTRACTOR SHALL STRIP ALL CONSTRUCTION AREAS OF

TOPSOIL AND STOCKPILE IN AN AREA ON THE PROPERTY AS

DETERMINED BY THE OWNER.

2. WASTE MATERIAL INCLUDING EXCESS SOILS, UNSUITABLE SOILS,

TRASH, AND DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED

OF OFF OWNER'S PROPERTY AT EXPENSE AND RESPONSIBILITY

OF CONTRACTOR.

3. PROTECT EXISTING TREES AND OTHER ITEMS ADJACENT TO THE

LIMITS OF DISTURBANCE IF NOT SHOWN TO BE REMOVED.

CONTRACTOR'S WORK SHOULD NOT EXTEND BEYOND THE

PROPERTY LIMITS UNLESS INDICATED OTHERWISE ON THE PLANS.

SITE DEMOLITION KEY NOTES

PROPANE TANK TO BE REMOVED; CONTRACTOR TO COORDINATE

WITH PROPANE SUPPLIER FOR REMOVAL

TREE TO BE REMOVED

EXISTING SEPTIC TANK TO BE REMOVED AND DISPOSED OF

EXISTING WATER LINE TO BE INVESTIGATED. IF HYDRANTS TO

NORTH ARE SUPPLIED FROM WELL #3 ONLY, LINE TO BE

RE-ROUTED AFTER EXCAVATION FOR PROPOSED BUILDING

ADDITION

45'x20' EXISTING PARKING FIELD, TO REMAIN IN PLACE

EXISTING PROPANE TANK AND CONCRETE PAD TO REMAIN

LEGEND

EXISTING FEATURE TO BE REMOVED

LIMITS OF DISTURBANCE

EXISTING YARD HYDRANT, NO LONGER IN OPERATION

DUE TO UNDERGROUND WATERLINE FAILURE

3746374737483749

29.3'

5.0'

29.1'

20.0'

FUTURE SEED

STORAGE RM.

AGRICULTURAL

MAINT. SHOP

LINK

(242 SF)

R5.0

34.2'

35.0'

30.0'

251.1'

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REVISIONS:

SHEET TITLE:

FDL CONSULTING , LLC

237 N. MAIN STREET, SUITE 110

SHERIDAN, WY 82801

WWW.FDLCONSULTINGWYO.COM

OFFICE: 307.675.6225

engineers surveyors planners scientists

MorrisonMaierle 1470 Sugarland Drive, Suite 2, Sheridan, WY 82801

307.672.9310 www.m-m.net

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C-100

SITE PLAN

TEM KRL

1,000 GAL. SEPTIC TANK

LEACH FIELD

FUTURE

REPLACEMENT

LEACH FIELD

EXISTING

MAINTENANCE

BUILDING

3,000 GAL. FIBERGLASS WATER

STORAGE TANK (BURIED);

SEE SHEET C-301

GENERAL NOTES

1. LIMITED COORDINATES, DIMENSIONS AND OTHER LAYOUT

INFORMATION HAVE BEEN PROVIDED ON THIS SHEET. THE

CONTRACTOR WILL BE PROVIDED WITH A DIGITAL CAD FILE OF THE

SITE PLAN TO AID IN CONSTRUCTION STAKING AND LAYOUT THE

ENGINEER SHALL BE NOTIFIED IMMEDIATELY IN WRITING OF ANY

DEVIATIONS BETWEEN THE DIGITAL FILES AND THE HARD COPY

PLANS.

SITE KEY NOTES

CONCRETE PAD FOR PROPOSED 1,000 GAL. PROPANE TANK.

CONTRACTOR TO COORDINATE WITH PROPANE PROVIDER ON

SPECIFIC REQUIREMENTS FOR PAD, AND COORDINATE DELIVERY

AND INSTALLATION OF PROPOSED 1,000 GAL. PROPANE TANK.

4" WIDE WHITE PARKING STRIPE

HANDICAPPED PARKING SIGN, MOUNTED TO THE BUILDING

PROPOSED TRANSFORMER LOCATION TO SERVICE BUILDING

ADDITION. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER.

REFERENCE ELECTRICAL SHEETS.

PROPOSED BOLLARD

LEGEND

CONCRETE PAVEMENT

CONCRETE SIDEWALK

GRAVEL SURFACING

C-400

BUILDING

ADDITION

(3,795 SF)

FFE = 3753.53

2 3

C-400

EXISTING WELL HOUSE

(WELL #3)

EXISTING WELL HOUSE

PROPOSED TANK TO BE INSTALLED TO UTILIZE EXISTING

PUMP AND FILTRATION EQUIPMENT. ROUTE EXISTING

WATERLINES FROM EXISTING STORAGE TANKS INSIDE

PUMPHOUSE TO/FROM PROPOSED UNDERGROUND

TANK FOR INCREASED STORAGE CAPACITY.

1' CONTOUR INTERVAL

374637473748

±(5 6.2

FUTURE SEED

STORAGE RM.

AGRICULTURAL

MAINT. SHOP

LINK

(242 SF)

±(5 5.8

53.23 TC

53.44 TC

52.27 TC

.50

53.54 TC

52.95 TC

.42

INV. ELEV=3750.50

INV. ELEV=3751.25

(53.54)

EX. DOOR

(55.48)

EX. DOOR(5

5.5

. D

OOR

(55.53)

EX. D

OOR

±(5 3.5

TCGRADE BREAK

MATCH EX. CONCRETE SLAB (APPROX. 53.54)

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REVISIONS:

SHEET TITLE:

FDL CONSULTING , LLC

237 N. MAIN STREET, SUITE 110

SHERIDAN, WY 82801

WWW.FDLCONSULTINGWYO.COM

OFFICE: 307.675.6225

engineers surveyors planners scientists

MorrisonMaierle 1470 Sugarland Drive, Suite 2, Sheridan, WY 82801

307.672.9310 www.m-m.net

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C-200

SITE GRADING AND

DRAINAGE PLAN

TEM KRL

1,000 GAL. SEPTIC TANK

LEACH FIELD

FUTURE

REPLACEMENT

LEACH FIELD

EXISTING

MAINTENANCE

BUILDING

GENERAL NOTES

1. A PORTION OF THE ELEVATIONS SHOWN MAY HAVE BEEN

SHORTENED FOR CLARITY. WHERE ELEVATIONS HAVE BEEN

SHORTENED, THE FOLLOWING PREFIXES SHALL BE ADDED: 37XX.XX

2. GROUND SURFACING ADJACENT TO BUILDINGS SHALL SLOPE AWAY

FROM BUILDINGS AT A MINIMUM GRADE OF 10% FOR AT LEAST 10'

WHERE POSSIBLE. WHERE THIS IS NOT POSSIBLE, CONTRACTOR

SHALL, AT A MINIMUM, VERIFY THAT THESE AREAS ARE GRADED TO

DRAIN SUFFICIENTLY AWAY FROM THE BUILDING.

3. CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL

EXISTING UTILITY LINES (BY POTHOLING IF NECESSARY) AHEAD OF

NEW UNDERGROUND UTILITY INSTALLATION IN ORDER TO PREVENT

CONFLICTS.

4. ALL ELEVATIONS GIVEN WHERE NEW CONSTRUCTION IS TO MATCH

EXISTING SHOULD BE CONSIDERED APPROXIMATE; CONTRACTOR

SHALL MATCH EXISTING ELEVATIONS AND NOTIFY ENGINEER IF

ACTUAL ELEVATIONS ARE SIGNIFICANTLY DIFFERENT AND COULD

AFFECT THE INTENT OF THE DESIGN.

STORM DRAIN KEY NOTES

100 LF - 8" SDR35 PVC PIPE @ 0.75% GRADE

ROOF DOWNSPOUT LOCATION. PROVIDE EROSION PROTECTION

WITH RIP RAP OR SPLASH BLOCK.

PROVIDE RIP RAP AT OUTLET OF 8" PVC FOR EROSION CONTROL

CONNECT ROOF DRAIN TO 8" PVC BELOW GRADE

LEGEND

TC TOP OF CONCRETE

XX.XX SPOT ELEVATION

±(XX.XX) MATCH EXISTING ELEVATION

BUILDING

ADDITION

(3,795 SF)

FFE = 3753.54

2 2

LIMITS OF DISTURBANCE

20 401020 0

SCALE IN FEET

1' CONTOUR INTERVAL

S S

10.00 LF 4" SCH 40 PVC

@ -2.00%

4.05 LF 4" SCH 40 PVC @ -2.00%

27.79 LF 4" S

CH 40 PVC @

-2 .00%

59.99 LF 4" SCH 40 PVC @ -2.00%

10.00 LF 4" SCH 40 PVC

@ -2.00%

FUTURE SEED

STORAGE RM.

102 STORAGE RM.

100 AGRICULTURAL

MAINT. SHOP

E001A

101B

102A

S S

21.22 LF 4" SCH 40 PVC @ -2.00%

.59

SCH 40

PVC

@ -2 .03

1+00 2+00 3+00

27.79 LF 4" SCH 40 PVC @ -2.00%

59.99 LF 4" SCH 40 PVC @ -2.00%

4.05 LF 4" SCH 40 PVC @ -2.00%

10.00 LF 4" SCH 40 PVC @ -2.00%

21.22 LF 4" SCH 40 PVC @ -2.00%

VERT. SCALE IN FEET

HORIZ. SCALE IN FEET

12 2 4

510 10 20

17'

GENERAL NOTES

1. CONTRACTOR SHALL COORDINATE UTILITY INSTALLATIONS TO

AVOID CONFLICTS WITH ALL OTHER EXISTING AND PROPOSED

UTILITIES.

2. THE SEPTIC TANK SHALL BE ACCESSIBLE FROM THE GROUND

LEVEL THROUGH THE USE OF RISERS.

3. SEPTIC TANK SHALL BE ON THE WY DEQ APPROVED LIST OR

APPROVED EQUIVALENT; SEE DETAIL SHEET C-301.

4. ABSORPTION BED SHALL BE ARC 36 HIGH CAPACITY CHAMBER,

OR APPROVED EQUIVALENT.

5. SEE SHEET C-001 FOR TREE AND EXISTING SEWER REMOVAL.

6. CONTRACTOR SHALL COORDINATE ALL NECESSARY

INSPECTIONS WITH ENGINEER AND COUNTY PUBLIC WORKS

OFFICIAL AS REQUIRED BY SHERIDAN COUNTY AND AS

INDICATED IN THE PROJECT SPECIFICATIONS.

SANITARY SEWER SYSTEM KEYNOTES:

CONNECT TO EXISTING BUILDING SANITARY SEWER SERVICE

WITH SEWER CLEANOUT WITH FITTINGS

N 1909924.6236 E 1440224.2507

INV. 3750.00

SEWER CLEANOUT WITH FITTINGS

N 1909952.7386 E 1440171.2609

INV. 3748.80

SEWER CLEANOUT WITH FITTINGS

N 1909953.7133 E 1440143.4849

INV. 3748.24

SEWER CLEANOUT WITH FITTINGS

N 1909968.3877 E 1440122.9189

INV. 3747.74

SEPTIC TANK CONNECTION

N 1909978.3877 E 1440122.9189

INV. IN 3747.54

SEPTIC TANK CONNECTION

N 1909986.3877 E 1440122.9189

INV. OUT 3747.21

BEGIN ABSORPTION BED

N 1909996.3877 E 1440122.9189

INV. 3747.01

INSTALL ACCORDING TO ABSORPTION BED DETAIL,

SHEET C-301

SEWER CONNECTION TO BUILDING; SEE PLUMBING

N 1909962.23 E 1440151.01

INV. 3748.38

4"x4" PVC WYE CONNECTION N 1909962.19 E 1440123.42

INV. 3747.82

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REVISIONS:

SHEET TITLE:

FDL CONSULTING , LLC

237 N. MAIN STREET, SUITE 110

SHERIDAN, WY 82801

WWW.FDLCONSULTINGWYO.COM

OFFICE: 307.675.6225

engineers surveyors planners scientists

MorrisonMaierle 1470 Sugarland Drive, Suite 2, Sheridan, WY 82801

307.672.9310 www.m-m.net

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C-300

SANITARY SEWER

SERVICE PLAN AND

PROFILE

TEM KRL

ABSORPTION BED AREA

REPLACEMENT ABSORPTION

BED AREA

BUILDING ADDITION

(3,795 SF)

FFE = 3755.53

LEGEND

4" SANITARY SERVICE PIPE (SCH 40 PVC)

SANITARY SEWER CLEANOUT

EXISTING GROUND

PROFILE

ABSORPTION

BED AREA

SEPTIC TANK

EXISTING WATERLINE (ASSUMED TO BE

INOPERABLE AND ABANDONED);

CONTRACTOR VERIFY DEPTH AND IF STILL

IN OPERATION; ASSUMED 6' BURY DEPTH

CONNECT TO EXISTING SEWER

SERVICE OUTSIDE OF EXISTING

BUILDING; CONTRACTOR VERIFY

DEPTH; ASSUMED 4' BURY DEPTH

APPROX PERCOLATION

TEST LOCATIONS

TOP OF TANK ELEVATION: 3749.48

RIM ELEVATION: 3754.94

3 UNDERGROUND WATER TANK

N. T. S.

NOTES

1. POTABLE-WATER TANK TO BE OF REINFORCED FIBERGLASS CONSTRUCTION

FOR USE FOR STORING POTABLE-WATER.

2. WATER TANK SHALL BE OF A 3000 GAL CAPACITY.

3. FLOAT ELEVATIONS SHOWN ARE APPROXIMATE AND GRAPHICAL ONLY. FLOAT

CONFIGURATION(S) AND ELEVATIONS MAY VARY BASED ON THE TANK

MANUFACTURER AND MODEL. CONSULT WITH ENGINEER TO DETERMINE FINAL

FLOAT CONFIGURATIONS/ELEVATIONS AFTER WATER TANK IS SELECTED.

INVERTED PVC U VENT WITH

NON-CORRODIBLE #4 STAINLESS

STEEL SCREEN AT OPENING

3000 GAL UNDERGROUND

FIBERGLASS POTABLE-WATER

STORAGE TANK

2" PVC FROM PRE-TREATMENT

UNIT IN PUMP HOUSE

2" PVC TO PRESSURE SYSTEM IN

PUMP HOUSE WITH CHECK VALVE

2" CONDUIT WITH PUMP(S) AND FLOATS

CONTROL WIRES. CONTRACTOR TO

PROVIDE ELECTRICAL FROM

PROPOSED BUILDING.

24' ACCESS VAULT WITH

WATER TIGHT, LOCKING LID

1' MIN.

150 GAL DEAD STORAGE

1000 GAL STAND BY STORAGE

1000 GAL OPERATION STORAGE

3' MIN.

BEDDING AND BACKFILL PER

MANUFACTURER'S

REQUIREMENTS

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REVISIONS:

SHEET TITLE:

FDL CONSULTING , LLC

237 N. MAIN STREET, SUITE 110

SHERIDAN, WY 82801

WWW.FDLCONSULTINGWYO.COM

OFFICE: 307.675.6225

engineers surveyors planners scientists

MorrisonMaierle 1470 Sugarland Drive, Suite 2, Sheridan, WY 82801

307.672.9310 www.m-m.net

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C-301

UTILITY DETAILS

TEM KRL

1 SEPTIC TANK

N. T. S.

3" THICK DIVIDER WALL

INSPECTION LID

4" THICK WALLS

20" MINIMUM OPENING

MANWAY EXTENDED TO

SURFACE WITH LID

PLAN VIEW

PROFILE VIEW

NOTES

1. SEPTIC TANKS MUST BE ON WY DEQ'S APPROVED LIST.

2. SEPTIC TANK SHALL BE A 1000 GALLON SINGLE COMPARTMENT TANK.

3. SEE PLAN LAYOUT FOR INVERT INFORMATION.

2 ABSORPTION BED DETAIL

N. T. S.

NOTES

1. END OF THE ROW SHALL HAVE HANCOR END CAPS INSTALLED WITH

SPLASH GUARDS.

MOUND FOR PROPER DRAINAGE

ESTABLISH VEGATATIVE COVER

TOPSOIL

NATIVE BACKFILL

N F

O R

4" THICK FLOOR

IF CENTER WALL IS MANDATORY FOR

STRUCTURAL SUPPORT, WALL MUST HAVE

KNOCKOUTS TO PREVENT SCUM BUILD UP

IN FIRST HALF OF TANK

6" COMPACTED CRUSHED

AGGREGATE BASE COURSE

TOP SECTION VEES INTO

BOTTOM SECTION, SEAL WITH

JOINT SEALANT (TYP.)

NATIVE BACKFILL

24" DIA CAST IRON RINGS AND

COVER NEENAH R-1595 (TYP.)

24" I.D. MANHOLE RISERS AS

REQUIRED (TYP.)

5" THICK ROOF (TYP.)

12" X 24" MIN KNOCKOUTS

PRECAST CONCRETE

TANK (TYP.)

WATER LEVEL

INLET

OUTLET

6" CONCRETE PAVEMENT

6" CRUSHED AGGREGATE BASE COURSE

CONCRETE PAVEMENT

TYPICAL SECTION

SCALE: NOT TO SCALE

VARIES

SLOPE 1.5% TOWARDS STREET / PARKING

LOT OR AWAY FROM BUILDING (UNLESS

SHOWN OTHERWISE ON PLANS; SEE NOTE 3)

4" THICK CONCRETE SIDEWALK

4" COMPACTED CRUSHED BASE

PREPARED SUBGRADE

NOTES:

1. PREFORMED EXPANSION JOINT FILLER SHALL BE INSTALLED FOR THE FULL THICKNESS OF

SIDEWALK AND SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: WHERE NEW

SIDEWALK MATCHES EXISTING, BETWEEN ALL SIDEWALK AND BACK OF CURB WHERE THE

SIDEWALK IS NOT ADJACENT TO GREEN SPACE, BETWEEN ALL SIDEWALK AND FACE OF

BUILDING, BETWEEN BUILDING FROST STOOPS AND ADJACENT SIDEWALK, AT INTERFACE

BETWEEN INTERSECTING SIDEWALKS, AND AT A MAXIMUM SPACING OF 50 FEET IN ALL

OTHER AREAS. ALL EXPANSION JOINTS SHALL BE ROUTED AND SEALED; COORDINATE

WITH ARCHITECT FOR SEALANT COLOR SELECTION.

2. SIDEWALK CONTRACTION JOINTS SHALL BE SPACED AT INTERVALS NOT EXCEEDING 1.5

TIMES THE DEPTH OF THE SIDEWALK PLACED IN FEET (I.E. WHEN THICKNESS OF SIDEWALK

IS 4 INCHES, CONTRACTION JOINTS SHALL NOT EXCEED A SPACING OF 6 FEET). THE

SIDEWALK JOINTS SHALL MATCH THE CURB AND GUTTER JOINT SPACING WHERE

POSSIBLE. (I.E. JOINT SPACING AT 5 FEET AND 10 FEET).

3. IN NO CASE SHALL SIDEWALK CROSS SLOPE BE LESS THAN 1.0% NOR GREATER THAN 2.0%

WHEN CHECKED WITH A DIGITAL LEVEL.

3 CONCRETE SIDEWALK DETAIL

SCALE: NOT TO SCALE

4 SANITARY SEWER TRENCH DETAIL

N. T. S.

THE TRENCH BOTTOM SHALL BE FREE FROM LARGE STONES, DIRT CLODS, AND ANY FROZEN

MATERIAL PRIOR TO PLACING PIPE.

BELL HOLES SHALL BE PROVIDED TO ENSURE A UNIFORMLY SUPPORTED PIPE.

PIPE BEDDING SHALL BE PER SPECIFICATIONS (02221).

ROLLING EQUIPMENT MAY BE USED WHEN 18" OF FILL HAS BEEN PLACED ABOVE THE PIPE.

WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ALONG A

NEAT, VERTICAL LINE A MIN. OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OR CURB & GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT OR CURB &

GUTTER SECTION.

COMPLY W/ ALL CURRENT O.S.H.A. REGULATIONS FOR TRENCH EXCAVATION.

IMPORTED BEDDING

MATERIAL PLACED

IN 6" LAYERS AND

COMPACTED

6" MIN.

EXCAVATED

MATERIAL

VERTICAL TRENCH WALLS WITH

SHORING TO CONFORM TO O.S.H.A.

REGULATIONS

SUBGRADE OR

GROUND SURFACE

CURB & GUTTER OR

EXISTING STREET SURFACE

24"

MIN.MIN.

12"

C C

O R

C E

TRENCH WIDTH

IMPORTED BEDDING

MATERIAL, TYPE A OR B

BACKFILL ABOVE

BEDDING (PLACED IN

MAXIMUM 12"

UNCOMPACTED LIFTS)

BACKSLOPE AS SPECIFIED

TO CONFORM TO O.S.H.A.

REGULATIONS

IMPORTED PIPE FOUNDATION

MATERIAL WHERE REQUIRED

FOR SOFT OR UNSTABLE

FOUNDATION

RESTORATION AS SHOWN ON PLAN

C U

R R

O .S

.H .A

. R

N S

NOTES:

IMPORTED BEDDING

MATERIAL, TYPE B

(POSSIBLY TYPE A -

SEE 02221 2.01B & 3.05B)

INSTALL

NON-DETECTABLE

WARNING TAPE 18"-24"

BELOW SURFACE

6" CRUSHED AGGREGATE BASE COURSE

GRAVEL SURFACING

TYPICAL SECTION

SCALE: NOT TO SCALE

5 SANITARY SEWER CLEAN OUT DETIAL

N. T. S.

45° ELBOW

IN-LINE WYE FITTING FOR NEW

INSTALLATIONS;

SADDLE, AS APPROVED BY ENGINEER,

FOR EXISTING INSTALLATIONS

45° ELBOW

VARIES TO PROPERTY LINE

PROPERTY

LINE

CONNECT TO

EXISTING

SERVICE LINE

5' -0

" O F

C O

4" OR 6" SCHEDULE 40 GLUED

JOINT SERVICE LINE; SLOPE = 1/4"

PER FOOT (1/8" PER FOOT MIN.)

12" OF #4 REBA

(MIN.)

4" OR 6" PVC

CLEANOUT

PVC CAP 6" BELOW GROUND SURFACE; LEAVE

CAP 6" (MIN.) ABOVE GROUND UNTIL SUBSTANTIAL

COMPLETION

ALL BACKFILL SHALL BE

COMPACTED TO 95% OF MAX.

DENSITY PER ASTM D698

GREEN TRACER

WIRE;TAPE TO

PIPE

GREEN TRACER WIRE;

TAPE TO TOP OF PIPE

(COPPERHEAD OR

APPROVED EQUAL)

SEWER MAIN

ADD PIPE AS NECESSARY TO REACH MAIN

BETWEEN 45° ELBOW AND MAIN

CONCRETE PER

PLANS

INSTALL MANHOLE

RING AND COVER

OVER CLEANOUT

FOR COMMERCIAL

APPLICATIONS

WRAP 1' (MIN.) OF

EXTRA TRACER

WIRE AROUND

TOP OF CLEANOUT

8'0" MIN. BURY

NOTES:

1. COVERS FOR CLEANOUTS IN

HARD SURFACED AREAS SHALL

CONSIST OF A 10" LONG SLIP-TYPE

VALVE BOX TOP SECTION WITH A

LID MARKED "SEWER" (SAME AS

NOTE 4. 02712-2.01Dc)

SEE NOTE 1SEE NOTE 1

NOTE:

1. FOOTINGS FOR BOLLARDS SHALL BE BELOW FROST LINE.

CONCRETE BOLLARD FOOTING

METAL CAP

5" DIA. HOLLOW STEEL PIPE

(SEE PLANS FOR LOCATIONS)

4' -0

-6

2'-0"

6 BOLLARD POST DETAIL

N. T. S.

SHEET NUMBER:

A L

G : 1

6" x

O N

O T

A T

A N

Y O

PROJECT NO:

PROJECT STATUS:

D F

O R:

NO. DESCRIPTION DATE

REVISIONS:

SHEET TITLE:

FDL CONSULTING , LLC

237 N. MAIN STREET, SUITE 110

SHERIDAN, WY 82801

WWW.FDLCONSULTINGWYO.COM

OFFICE: 307.675.6225

engineers surveyors planners scientists

MorrisonMaierle 1470 Sugarland Drive, Suite 2, Sheridan, WY 82801

307.672.9310 www.m-m.net

S hR

M A

R D

. S

A N

, W Y

F W

100% CONSTRUCTION

DOCUMENTS

240531

C O

TIO

D O

O T

C O

TIO

BRITTCARTER

EngineerPr ofe ssional

3/28/2025

C-400

DETAILS

TEM KRL

PILASTER TYPE

PIL-X

SYMBOL DESCRIPTION

ELEVATION CALLOUT

XXX'-XX"

STEP

SLOPE

KEY NOTE

SUBGRADE

FORM SAVER

DRAWING REVISION NUMBER

CURRENT REVISION CLOUD

SERVICE LOAD PROVIDED

FOR SPECIALTY DESIGNER

SECTION OR

DETAIL CUT

SHEET NUMBER

GRID LINES

SOGXX

SLAB THICKNESS

SLAB TYPE

ROUGHENED SURFACE,

INTENTIONALLY ROUGHEN

TO 1/4" AMPLITUDE, UNO

NOTES:

1. ITEMS NOT DESIGNED BY MARTIN/MARTIN WYOMING, INC. ARE

SHOWN HALFTONED,

2. ITEMS INCLUDE:

- EXISTING CONSTRUCTION

- PERFORMANCE SPECIFIED ITEMS (STAIRS, RAILINGS, PRE-

ENGINEERED METAL BUILDING, ETC.)

PEMB FRAMING (HALFTONE)

X'-XX" DIMENSIONS TO EXISTING STRUCTURE,

FIELD VERIFY (ITALICS)

X'-XX"

DIMENSIONS TO NEW STRUCTURE

SYMBOLS LIST

1) GENERAL:

1A) ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS “CONTRACTOR’S ENGINEER”, “MECHANICAL ENGINEER”, ETC.

1B) THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED FOR ADDITIONAL

REQUIREMENTS.

1C)UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY ARCHITECT OF EXISTING

UTILITIES OR SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK.

1D)STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINES AND GRID LINE INTERSECTIONS UNLESS

DIMENSIONED OTHERWISE.

2) USE OF DRAWINGS:

2A) DO NOT SCALE DRAWINGS.

2B) DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

2C)DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE

SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT.

2D)WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS:

- CONTACT THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION

- THE MORE STRINGENT REQUIREMENTS SHALL GOVERN FOR BIDDING / PRICING

3) EXISTING STRUCTURES:

3A) CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE

OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN.

3B) DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE

ARCHITECT OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE:

- SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN

- DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS

- CONDITIONS OF INSTABILITY OR LACK OF SUPPORT

- ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD

3C)PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS.

3D)CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING

SHOP DRAWINGS.

3E) CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE

CONSTRUCTION SCHEDULE.

3F) SUBMIT A DIMENSIONED DRAWING OF ALL NEW OPENINGS THROUGH EXISTING STRUCTURE AND SECURE APPROVAL PRIOR TO CUTTING. NEW OPENING MAY BE EITHER SHOWN ON THE CONTRACT

DOCUMENTS OR PROPOSED BY THE CONTRACTOR. DRAWING SHALL SHOW:

- VERTICAL & HORIZONTAL LOCATION AND SIZE OF NEW OPENING(S)

- ALL EXISTING OPENINGS IN THE VICINITY OF THE NEW OPENING(S)

- ALL EXISTING STRUCTURE (BEAMS, COLUMNS, SLABS, WALLS, ETC) IN THE VICINITY OF THE NEW

OPENING(S)

- ALL REINFORCING BAR SIZES AND POSITIONS (LAYOUT LOCATION AND DEPTH) CONFLICTING WITH OR

IN THE VICINITY OF THE NEW OPENING(S).

4) COORDINATION:

4A) STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER

DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT

DOCUMENTS INTO SHOP DRAWINGS AND WORK.

4B) COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., WITH

ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, AND FIELD CONDITIONS PRIOR TO

SHOP DRAWING SUBMITTAL.

4C)SEE ARCHITECTURAL PLANS FOR INTERIOR PARTITIONS. PARTITION FRAMING SHALL BE CONNECTED TO THE PRIMARY STRUCTURE IN SUCH A WAY SO AS TO ALLOW FOR VERTICAL LIVE LOAD DEFLECTIONS OF {SPAN/360} AT FLOOR FRAMING OR {SPAN/240} AT ROOF FRAMING. DO NOT MAKE RIGID VERTICAL AND HORIZONTAL CONNECTIONS TO THE PRIMARY STRUCTURE IN THE PLANE OF THE PARTITION.

GENERAL NOTES

5) SUBMITTALS AND SUBSTITUTIONS:

5A) SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS.

- IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE

APPROVED BY THE ARCHITECT AND DESIGNED BY MARTIN/MARTIN WYOMING, INC. PRIOR TO

SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS.

CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN WYOMING, INC. FOR MAKING THE CHANGE.

- CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS

- ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO

PREPARE THE SUBMITTAL

- SUBMIT A STATEMENT OF RESPONSIBILITY FOR CONSTRUCTION OF THE LATERAL LOAD RESISTING SYSTEM IDENTIFIED IN THE DESIGN CRITERIA IN ACCORDANCE WITH IBC 2021 SECTION 1704

5B) SUBSTITUTIONS: ARCHITECT’S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS

5C)NONCONFORMANCE: NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN WYOMING, INC. FOR

DESIGNING THE REPAIR.

5D)ALL SHOP DRAWINGS SHALL BE SUBMITTED IN ELECTRONIC FORMAT ONLY.

6) TEMPORARY CONDITIONS, CONSTRUCTION ENGINEERING, AND OSHA STANDARDS:

6A) THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION AND ONLY FOR LOADS

ANTICIPATED DURING THE STRUCTURE’S SERVICE LIFE.

6B) THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES. REFER TO “LATERAL LOAD RESISTING SYSTEM DESCRIPTION” IN DESIGN CRITERIA FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK WHICH MAY INCLUDE, BUT IS

NOT LIMITED TO:

- LAYOUT

- DESIGN FOR FORMWORK, SHORING, AND RESHORING

- DESIGN OF CONCRETE MIXES

- ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION

- WELD PROCEDURES

- DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS

- SURVEYING TO VERIFY CONSTRUCTION TOLERANCES

- EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND

MATERIALS

- STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS

6C)USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS. STEM

WALLS SHALL BE BACKFILLED EVENLY ON BOTH SIDES.

6D)NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. WHERE THE STRUCTURAL

DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS

REPRESENT FINAL CONDITIONS ONLY.

- THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA.

- THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, ETC., AS WELL AS CLOSURES FOR OPENINGS. IN ADDITION, FIELD WELD ANYTHING THAT MAY BE CONSIDERED A TRIP

HAZARD, SUCH AS SHEAR STUDS, AFTER PROTECTIVE DECKING IS INSTALLED.

- WASHERS OR RINGS MAY BE WELDED TO COLUMNS TO PROVIDE FOR SAFETY CABLES. HOLES IN

COLUMNS FOR SAFETY CABLES SHALL BE SHOP INSTALLED AND SHALL BE INDICATED ON SHOP

DRAWINGS. ADJUST COLUMN SPLICE LOCATIONS OR ADD COLUMN SPLICES AS NECESSARY TO COMPLY

WITH OSHA REQUIREMENTS. SUBMIT PROPOSED LOCATIONS.

- HOLES IN CONCRETE COLUMNS FOR SAFETY CABLES SHALL BE INDICATED ON THE SHOP DRAWINGS, SHALL BE LIMITED TO 1”Ø MAXIMUM, LOCATED WITHIN THE MIDDLE THIRD OF THE COLUMN AND SHALL BE

CREATED USING SLEEVES. DO NOT DRILL OR CORE COLUMNS TO INSTALL SAFETY CABLES.

- ALL METAL JOISTS REQUIRED BY OSHA TO BE BOLTED SHALL HAVE ERECTION BOLTS INSTALLED

REGARDLESS OF FINAL CONNECTION SHOWN ON THE STRUCTURAL DRAWINGS.

1) PRICING NOTES:

1A) FOUNDATIONS HAVE BEEN DESIGNED BASED ON ASSUMED REACTIONS FOR THE PRE-ENGINEERED METAL BUILDING STRUCTURE. FOUNDATIONS AND FINAL REACTIONS WILL BE VERIFIED/MODIFIED BY THE ENGINEER UPON SUBMITTAL OF STAMPED PEMB DESIGN AND ACTUAL COLUMN REACTIONS BEFORE

CONSTRUCTION. FOUNDATIONS ARE SUBJECT TO CHANGE BASED ON PEMB FINAL REACTIONS.

PRICING NOTES

1) GENERAL:

1A) THE PRE-ENGINEERED METAL BUILDING IS A DEFERRED SUBMITTAL NOT DESIGNED BY

MARTIN/MARTIN WYOMING, INC. THE PRE-ENGINEERED METAL BUILDING DESIGNER IS RESPONSIBLE FOR THE GRAVITY AND LATERAL DESIGN OF THE BUILDING FRAMES, GIRTS, ROOF FRAMING, METAL

DECKING, WALL CLADDING, BASEPLATES, ETC. REFERENCE THE ARCHITECTURAL DRAWINGS,

SPECIFICATIONS, PRE-ENGINEERED METAL BUILDING DESIGN CRITERIA AND THE DEFERRED SUBMITTAL

NOTES FOR ADDITIONAL INFORMATION AND DESIGN REQUIREMENTS.

1B) THE PRE-ENGINEERED STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST

ADDITION OF THE MBMA METAL BUILDING SYSTEM MANUAL AND THE CODES AND DESIGN CRITERIA

LISTED ON THE STRUCTURAL DRAWINGS AND IN THE SPECIFICATIONS.

1C)DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A LICENSED ENGINEER IN THE

STATE OF WYOMING.

1D)COLUMN, FOUNDATION, AND FRAME LOCATIONS ARE TO REMAIN AS SHOWN ON THE STRUCTURAL &

ARCHITECTURAL DRAWINGS.

1E) CONNECT PRE-ENGINEERED METAL BUILDING FRAMING TO FOUNDATIONS WITH A PINNED

CONNECTION. MOMENT CONNECTIONS TO FOUNDATIONS ARE NOT PERMITTED UNLESS NOTED ON THE DRAWINGS OR APPROVED BY THE ENGINEER IN WRITING PRIOR TO SUBMITTAL OF DRAWINGS OR

CALCULATIONS.

PRE-ENGINEERED METAL BUILDING NOTES

1F) GC SHALL COORDINATE WITH ALL DISCIPLINES AND TRADES TO DETERMINE ALL POINT LOAD

LOCATIONS AND MAGNITUDES LARGER THAN 100 LBS AND PROVIDE TO PRE-ENGINEERED METAL

BUILDING SUPPLIER FOR DESIGN DESIGN OF ENTIRE PRE-ENIGINEERED METAL BUILDING SYSTEM, INCLUDING BUT NOT LIMITED TO ROOF PURLINS AND PRE-ENGINEERED METAL BUILDING FRAMES. SUCH POINT LOADS MAY INCLUDE MECHANICAL DUCT WORK, MECHANICAL PIPING, FANS, PLUMBING, ROOF DRAIN LEADERS, LARGE ELECTRICAL CONDUITS, CABLE TRAYS, FIRE SPRINKLER LINES, ARCHITECTURAL

SOFFITS, ETC.

2) SERVICEABILITY:

2A) DEFLECTION AND DRIFT LIMITS SHALL NOT EXCEED:

- PURLINS AND RAFTERS: VERTICAL DEFLECTION OF L/240 OF THE SPAN.

- GIRTS: HORIZONTAL DEFLECTION OF L/180 OF THE SPAN WHERE BACKING PANEL, L/240 OF THE SPAN

WHERE BACKING INTERIOR GYP SHEATHING.

- METAL ROOF PANELS: VERTICAL DEFLECTION OF L/240 OF THE SPAN.

- METAL WALL PANELS: HORIZONTAL DEFLECTION OF L/240 OF THE SPAN.

- DESIGN SECONDARY FRAMING SYSTEM TO ACCOMMODATE DEFLECTION OF PRIMARY FRAMING AND

CONSTRUCTION TOLERANCES, AND TO MAINTAIN CLEARANCES AT OPENINGS.

- LATERAL DRIFT: MAXIMUM OF L/400 OF THE BUILDING HEIGHT IN BOTH DIRECTIONS

- PRIMARY FRAMES SUPPORTING CRANE RAIL SYSTEM: VERTICAL DEFLECTION OF L/600 OF THE SPAN.

- METAL BUILDING FRAMES AND SUPPORTING STRUCTURE SHALL BE DESIGNED FOR DEFLECTION AND

DRIFT LIMITS PER THE PROJECT SPECIFICATIONS.

3) ANCHOR RODS:

3A) ANCHOR ROD LAYOUT, DIAMETER, GRADE, AND PROJECTION ARE BY PRE-ENGINEERED METAL BUILDING SUPPLIER. ANCHOR ROD EMBEDMENT TO BE AS SHOWN IN THE STRUCTURAL DRAWINGS.

1) DESIGN CRITERIA:

THE GEOTECHNICAL REPORT PREPARED BY AMERICAN ENGINEERING TESTING, INC, NUMBER P-0036890, DATED 12/11/2024, ALONG WITH THE ADDENDUM TO REPORT P-0036890 DATED 01/03/2025, PROVIDED

CRITERIA FOR THE FOUNDATION DESIGN FOR THE PROJECT.

2) FOOTINGS:

2A) FOOTING DESIGN CRITERIA:

- MAXIMUM TOTAL LOAD BEARING PRESSURE = 1500 PSF

- ULTIMATE COEFFICIENT OF FRICTION TO RESIST LATERAL LOADS = 0.45

- FROST DEPTH TO BOTTOM OF FOUNDATION = 48 IN

3) FOUNDATION WALLS:

3A) EQUIVALENT FLUID PRESSURES USED FOR WALL DESIGN:

- "ACTIVE” CONDITION = 40 PSF/FT

- "AT REST” CONDITION = 65 PSF/FT

- "PASSIVE” CONDITION = 470 PSF/FT

- ULTIMATE COEFFICIENT OF FRICTION TO RESIST LATERAL LOADS = 0.45

3B) WALL DESIGN BASED ON IMPORTED GRANULAR BACKFILL ADJACENT TO FOUNDATION WALLS. SEE EARTHWORK SPECIFICATION FOR REQUIREMENTS. SEE GEOTECHNICAL REPORT FOR REQUIREMENTS.

FOUNDATION NOTES

1) INSTALLATION REQUIREMENTS:

1A) ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S PRINTED

INSTALLATION INSTRUCTIONS AND PER MANUFACTURER'S ON-SITE TRAINING.

1B) ALL ADHESIVE ANCHORS AND ADHESIVE ANCHORED REINFORCEMENT DESIGNS ARE FOR

INSTALLATION IN THE FOLLOWING CONDITIONS, UNLESS NOTED OTHERWISE. WRITTEN APPROVAL MUST

BE RECEIVED FROM ENGINEER PRIOR TO INSTALLATION IN…

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