5. 200410_USDA Site Entrance Guard Shelter Renovation-DWGS.pdf

VICINITY MAP

PROJECT AREAPROJECT AREA

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

ROB DARNELL

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

BURNS & McDONNELL

8201 NORMAN CENTER DR. SUITE 300

BLOOMINGTON, MN 55437

(952) 656-6003

100% DESIGN SUBMISSION04/10/20

B. A'HEARN

G-001

COVER SHEET

USDA - ARS SITE ENTRANCE GUARD SHELTER PROJECT

AG-32SC-D-17-0279

JL

NT

NT

02/14/20

NT

U.S. DEPARTMENT OF AGRICULTURE

AGRICULTURAL RESEARCH SERVICE

USDA-ARS SITE ENTRANCE

GUARD SHELTER PROJECT

AMES, IOWA

USDA CONTRACT NO. AG-32SC-D-17-0279

LSY PROJECT NO. 17067

DRAWING INDEX

GENERAL

G-001 COVER SHEET

G-002 CODE COMPLIANCE & GENERAL NOTES

G-003 ABBREVIATIONS & GENERAL NOTES

G-004 ADA STANDARDS

CIVIL

GC001 CIVIL GENERAL NOTES, ACCESS, AND SAFETY PLAN

V-100 EXISTING CONDITIONS PLAN

CD100 DEMOLITION PLAN

CS100 SITE PLAN

CU100 UTILITY PLAN

CG100 GRADING AND JOINTING PLAN

C-501 CIVIL SITE AND UTILITY DETAILS

C-502 EROSION, SEDIMENT CONTROL AND UTILITY DETAILS

ARCHITECTURAL

A-101 DEMOLITION FLOOR PLAN

A-110 NEW WORK FLOOR PLAN

A-201 ELEVATIONS

A-301 SECTIONS

A-501 ARCHITECTURAL DETAILS

A-502 ARCHITECTURAL DETAILS

A-601 SCHEDULES

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-003 LEGENDS & ABBREVIATIONS

S-004 WIND ISO DIAGRAM

S-005 STATEMENT OF SPECIAL INSPECTIONS

S-006 STATEMENT OF SPECIAL INSPECTIONS

S-010 STANDARD CONCRETE DETAILS

S-011 STANDARD CONCRETE DETAILS

S-012 STANDARD MASONRY DETIALS

S-013 STANDARD ROOF DECK & JOIST DETAILS

S-100 FOUNDATION AND ROOF FRAMING PLANS

S-200 ELEVATIONS

S-300 FOUNDATION DETAILS

S-301 ROOF FRAMING DETAILS

S-302 ROOF FRAMING DETAILS

MECHANICAL

M-001 MECHANICAL NOTES, LEGEND, SYMBOLS & ABBREVIATIONS

MD101 MECHANICAL DEMOLITION PLAN

M-101 MECHANICAL FLOOR PLAN

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

PLUMBING

P-001 PLUMBING NOTES, LEGEND, SYMBOLS & ABBREVIATIONS

PD101 PLUMBING DEMOLITION PLAN

P-101 PLUMBING FLOOR PLAN

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-701 PLUMBING RISERS

ELECTRICAL

E-001 ELECTRICAL SYMBOLS LEGEND

E-002 ELECTRICAL NOTES AND ABBREVIATIONS

E-100 ELECTRICAL DEMOLITION SITE PLAN

E-101 ELECTRICAL SITE PLAN

E-110 ELECTRICAL POWER PLAN

E-111 ELECTRICAL LIGHTING PLAN

E-201 ELECTRICAL ELEVATIONS

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL SCHEDULES

SITE PLAN

100% DESIGN SUBMISSION

CODE ANALYSIS

GOVERNING CODES & STANDARDS

BUILDING DESIGN

PROJECT REQUIRED/ALLOWED REFERENCE

OCCUPANCY IBC 304.1

CONSTRUCTION TYPE IBC 602

HIGHRISE IBC 403.1

SPRINKLERS NFC, NFPA 13

ALARM SYSTEM NFPA 72, NFPA 101

HEIGHT IBC T 504

FLOOR AREA IBC T 506

EXTERIOR WALLS IBC 705

FIRE WALLS

FIRE BARRIER ASSEMBLIES IBC 707

INTERIOR COLUMNS IBC T 601

STRUCT. WALL SUPPORTS IBC T 601

FLOOR CONSTRUCTION IBC T 601

ROOF CONSTRUCTION IBC T 601

INTERIOR FINISHES - EXITS

ENCLOSURES

IBC T 803.11

- EXIT ACCESS CORRIDORS IBC T 803.11

- OTHER SPACES IBC T 803.11

MEANS OF EGRESS

OCCUPANT LOAD IBC T 1004.1.2

NUMBER OF EXITS/STORY IBC T 1006.3.1

EGRESS COMPONENTS IBC 1005.7.1

IBC 706

• International Building Code - 2015 Edition

• International Mechanical Code - 2015 Edition

• Uniform Plumbing Code - 2015 Edition

• NFPA Standard 1, Fire Prevention Code - 2018 Edition

• NFPA Standard 10, Portable Fire Extinguishers - 2018 Edition

• NFPA Standard 14, Installation of Standpipe and Hose Systems - 2019 Edition

• NFPA Standard 20, Standard for the Installation of Stationary Pumps for Fire Protection - 2019 Edition

• NFPA Standard 24, Private Service Fire Mains - 2019 Edition

• NFPA Standard 70, National Electrical Code - 2017 Edition

• NFPA Standard 72, National Fire Alarm Code - 2019 Edition

• NFPA Standard 80, Fire Doors and Windows - 2019 Edition

• NFPA Standard 90A, Installation of Air-Conditioning and Ventilating Systems - 2018 Edition

• NFPA Standard 99, Standard for Health Care Facilities - 2018 Edition

• NFPA Standard 101, Life Safety Code - 2018 Edition

• NFPA Standard 110, Emergency and Standby Power Systems - 2019 Edition

• NFPA Standard 241, Standard for Safeguarding Construction, Alteration, and Demolition Operations - 2019 Edition

• NFPA Standard 780, Standard for the Installation of Lightning Protection - 2017 Edition

• Americans with Disabilities Act and Architectural Barriers Act Accessibility Guidelines - 2010 Edition (ADA-ABA)

• Architectural Barriers Act Accessibility Standards - 2015 Edition (ABAAS)

• Energy Policy Act - 2005 Edition

Openings in 2-hour fire resistance-rated construction are required to have a 1½-hour fire protection rating. Openings in 1-hour fire resistance-rated construction are required to have a 1-hour fire protection rating where used for vertical openings, or a ¾-hour fire protection rating where used elsewhere.

MEANS OF EGRESS IDENTIFICATION AND ILLUMINATION

Class ABC (multipurpose), 10-lb, fire extinguishers should be provided.

Floors and other walking surfaces within an exit and within the portions of the exit access and exit discharge shall be illuminated [7.8.1.1].

Emergency illumination shall be provided for the means of egress and shall be provided for not less than 1½ hours in the event of failure of normal lighting [7.9.1.1].

Exits, other than main exterior exit doors that obviously and clearly are identifiable as exits, shall be marked by an approved sign that is readily visible from any direction of exit access [7.2.1.15.7(9)].

Access to exits shall be marked by approved, readily visible signs where the exit or path to the exit is not readily apparent to the occupants [7.2.1.15.7(9)].

Exit sign placement shall be such that no point in an exit access corridor is in excess of the rated viewing distance or 100 ft, whichever is less, from the nearest sign. [7.2.1.15.7(9)]

PORTABLE FIRE EXTINGUISHERS

Fire extinguishers are required to be provided throughout the project area [IFC 906.1, Item 6]. The maximum travel distance to a fire extinguisher is 50 ft.

PLUMBING FIXTURE COUNTS IBC

FOR THE PURPOSE OF DETERMINING THE REQUIRED NUMBER OF PLUMBING FIXTURES, THE "UNIFORM PLUMBING CODE (UPC) 2015" IS USED, WHICH ADOPTS & AMENDS THE "INTERNATIONAL BUILDING CODE - 2015 EDITION."

PER IBC 2015, THE FULL-FLOOR OCCUPANT LOAD = 5

FIXTURE TYPE

REQ'D FIXTURES PER IBC FIXTURES PROVIDED

MEN WOMEN MEN WOMEN

WATER CLOSETS

LAVATORIES

SERVICE SINKS

1 1

OPENINGS PROTECTIVES

1 1

N/A

N/A

2 HOURS

2 HOURS

0 HOURS

0 HOURS

CLASS B

BUSINESS

N/A

N/A

N/A

WITHIN 1 STORY

475 SF

CLASS B

CLASS C

N/A

N/A

N/A

N/A

N/A

N/A

WITHIN 1 STORY

23,000

N/A

N/A

2 HOURS

2 HOURS

N/A

N/A

CLASS B

CLASS B

CLASS C

MULTIPLE

4 DOORS, VARYING WIDTHS

TYPE II B

TRAVEL DISTANCE IBC T 1017.219'-6" 200'

N/A N/A

N/A

SPACE USE LEGEND:

VETTING AREA (120 SF)

SECURITY AREA (278 SF)

STORAGE AREA (30 SF)

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

ROB DARNELL

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

BURNS & McDONNELL

8201 NORMAN CENTER DR. SUITE 300

BLOOMINGTON, MN 55437

(952) 656-6003

100% DESIGN SUBMISSION04/10/20

B. A'HEARN

G-002

CODE COMPLIANCE & GENERAL NOTES

USDA - ARS SITE ENTRANCE GUARD SHELTER PROJECT

AG-32SC-D-17-0279

JL

NT

NT

02/14/20

NT

3/16" = 1'-0"G-002

LIFE SAFETY PLAN34

1. DO NOT START CONSTRUCTION UNTIL ALL REQUIRED PERMIT APPROVALS ARE OBTAINED.

2. VISIT THE SITE PRIOR TO CONSTRUCTION TO VERIFY CONDITIONS RELATING TO CONSTRUCTION. THOROUGHLY EXAMINE AND BE FAMILIAR WITH THE DRAWINGS, DRAWING NOTES AND SPECIFICATIONS. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS. DO NOT SCALE THE DRAWINGS.

3. NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF ANY DISCREPANCIES, OMISSIONS, OR CONFLICTS IN THE CONSTRUCTION DOCUMENTS.

4. FURNISH AND INSTALL ALL ITEMS SHOWN OR IMPLIED ON THE DRAWINGS UNLESS OTHERWISE NOTED.

5. MAINTAIN THE CONSTRUCTION SITE IN A CLEAN AND ORDERLY MANNER.

6. DIMENSIONS SHOWN ON THE DRAWINGS ARE FROM FINISH FACE OF PARTITION UNLESS OTHERWISE NOTED.

7. INFORMATION CONTAINED IN THESE DRAWINGS IS BASED ON LIMITED FIELD MEASUREMENTS AND MAY REQUIRE ADJUSTMENTS OR MODIFICATIONS TO CONFIRM WITH EXISTING CONDITIONS. IN CASES WHERE CHANGES IN DETAIL ARE NECESSARY, THESE DRAWINGS SHALL BE USED TO SHOW DESIGN INTENT ONLY. PERFORM WORK, SHOWN OR IMPLIED, THAT IS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS OR IS CUSTOMARILY PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.

8. COORDINATE WORK SCHEDULE THROUGH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). SCHEDULE WORK TO MINIMIZE DISRUPTION TO OCCUPANTS

& VISITORS OF THE SITE.

9. PROTECT EXISTING ELEMENTS NOT INDICATED FOR REMOVAL FROM DEMOLITION AND CONSTRUCTION ACTIVITIES. DAMAGE RESULTING FROM CONSTRUCTION

ACTIVITIES SHALL BE REPAIRED TO ORIGINAL CONDITION.

10. FILL OPENINGS CREATED BY THE DUCTWORK, PIPING DEVICES, ETC. WITH MATERIAL EQUIVALENT TO THE ADJACENT CONSTRUCTION.

11. SHUTDOWN OF UTILITIES FOR THE WORK SHALL BE PERFORMED ONLY BY THE USDA APPROVED PERSONNEL, AND SHALL BE EXECUTED AFTER REGULAR WORKING HOURS. REQUESTS FOR UTILITY SHUTDOWNS SHALL BE SUBMITTED TO THE CONTRACTING OFFICERS REPRESENTATIVE (COR), IN WRITING, AS

SPECIFIED.

12. ON SITE STORAGE / LAYDOWN AREA FOR CONSTUCTION IS LIMITED TO THE DESIGNATED AREA. SEE CIVIL DRAWINGS.

13. LAY OUT LOCATION OF ALL PARTITIONS FOR APPROVAL BY THE CONTRACTING OFFICERS REPRESENTATIVE (COR) PRIOR TO THE ERECTION OF PARTITIONS.

14. COORDINATE SCHEDULING OF INSPECTIONS WITH THE AUTHORITY HAVING JURISDICTION.

15. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE CONSTRUCTION ACTIVITIES AND INSTALLATIONS WITH ALL DISCIPLINES AND ALL VENDORS.

GENERAL NOTES:

CLAY TILE

TERRAZZO

BRICK

CONCRETE

PRECAST

CONCRETE

PLYWOOD

HARDWOOD

WOOD BLOCKING

SHIM

METAL

GYPSUM BOARD

& PLASTER

INSULATION

BATT

RIGID

ACOUSTICAL

INSULATION

TILE

DETAIL NUMBER

DRAWING NUMBER

WHERE DETAIL IS

DRAWN

SECTION NUMBER

DRAWING NUMBER

WHERE DETAIL IS

DRAWN

ELEVATION NUMBER

DRAWING NUMBER

WHERE ELEVATION IS

DRAWN

REVISION NUMBER

REVISION CLOUD

WALL TYPE NUMBER,

SEE SHT. A-601

DOOR NUMBER

ROOM NUMBERX

X

X

X

X

X

X

X X

XXX XXX

XXX1

XX WINDOW NUMBER

AFF

X' - X" CEILING HEIGHT

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

ROB DARNELL

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

BURNS & McDONNELL

8201 NORMAN CENTER DR. SUITE 300

BLOOMINGTON, MN 55437

(952) 656-6003

100% DESIGN SUBMISSION04/10/20

B. A'HEARN

G-003

ABBREVIATIONS & GENERAL NOTES

USDA - ARS SITE ENTRANCE GUARD SHELTER PROJECT

AG-32SC-D-17-0279

JL

NT

NT

02/14/20

NT

PLYWD PLYWOOD

PNL(S) PANEL(S)

PT PRESSURE TREATED

PTD PAINT, PAINTED

PTN PARTITION

PWR POWER

RCP REFLECTED CEILING PLAN

REF REFERNECE

REFRIG REFRIGERATOR

REQ REQUIRED

RM ROOM

S SOUTH

SA SOUND ATTENUATION

SAB SOUND ATTENUATION BLANKET

SAL SALVAGE

SCWD SOLID CORE WOOD DOOR

SECT SECTION

SF SQUARE FOOT

SHF SHELF

SHT SHEET

SIM SIMILAR

SK SINK

SM SQUARE METER

SM SMALL

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURAL, STRUCTURE

SUSP SUSPENDED

SVF SEAMLESS VINYL FLOORING

TEMP TEMPORARY

THK THICK

TO TOP OF

TOC TOP OF CURB

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTE OTHERWISE

UTY UTILITY

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VIN VINYL

W WIDE, WEST

W/ WITH

W/O WITHOUT

WD WOOD

WDO WINDOW

WR WATER RESISTANT

GYP BD GYPSUM WALL BOARD

H HIGH

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR FILTER

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

ID INSIDE DIAMETER

INSL INSULATION

INST INSTALL(ATION)

INT INTERIOR

L LENGTH

LB POUND

LG LARGE

LP LOW POINT

LU LEG UNIT

M METER

MAG MAGNETIC

MAT MATERIAL

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MED MEDIUM

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MOA MULTI OUTLET ASSEMBLY

MON MONITOR

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NP NEW PANEL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

OH OPPOSITE HAND

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P POWER RECEPTACLE

PCST PRECAST

PLAM PLASTIC LAMINATE

PLUMB PLUMBING

GENERAL ABBREVIATIONS

& AND

ADDN ADDITIONAL

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

ALT ALTERNATIVE

ALUM ALUMINUM

AP ACCESS PANEL

APPROX. APPROXIMATE

ARCH ARCHITECTURAL

ATC ACOUSTICAL TILE CEILING

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOT BOTTOM

BRKT BRACKET

C CENTER LINE

CAB CABINET

CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPRESSIBLE

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

CONTRA CONTRACTOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

CTRTOP COUNTER TOP

DEMO DEMOLISH, DEMOLITION

DIA DIAMETER

DIM DIMENSION

DN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING(S)

E EAST

EA EACH

EJ EXPANSION JOINT

EL, ELEV ELEVATION

ELEC ELECTRICAL

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXST EXISTING

EXT EXTERIOR

FAAP FIRE ALARM ANNUCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FAPS FIRE ALARM PULL STATION

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FL FLASHING

FLR FLOOR

FRT FIRE RETARDENT TREATED

FT FOOT, FEET

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFCI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

GH GROMMET HOLE

GL GLASS

GOV GOVERNMENT

GWB GYPSUM WALL BOARD

ABBREVIATIONS

MATERIALS

L

SYMBOLS

LIMITS OF PROTRUDING OBJECTS

(A)

FRONT APPROACH, PULL SIDE

(B)

FRONT APPROACH, PUSH SIDE

*IF BOTH CLOSER & LATCH ARE PROVIDED

(C)

HINGE APPROACH, PULL SIDE

(D)

HINGE APPROACH, PULL SIDE

(E)

HINGE APPROACH, PUSH SIDE

*48MIN (1220) IF BOTH CLOSER & LATCH ARE PROVIDED

(F)

LATCH APPROACH, PULL SIDE

*54 MIN (1370) IF CLOSER IS PROVIDED

(G)

LATCH APPROACH, PUSH SIDE

(J)

SIDE APPROACH

(H)

HINGED DOOR

(K)

FRONT APPROACH

MIN.

4' - 0"

MIN.

4' - 0"

M

IN

M

IN

32" MIN.

.0

0°

22" MIN.

M

IN

36" MIN.

M

IN

24" MIN.

M

IN

42" MIN. 1

M

IN

M

IN

12" MIN.*

18" MIN.

M

IN

24" MIN.

(L)

DOORS IN A SERIES

1'-0"

2'-0"

3'-0"

4'-0"

5'-0"

6'-0"

7'-0"

8'-0"

TYP. CARD READER PRESSURE MONITOR DISPLAY

CARD READER

AP

FIRE PROTECTION

FEC

FE/FVC

FVC

M A

X

M A

X

A S

R E

Q D

M

IN

10" 4"

10"

CLEAR FLOOR OR GROUND SPACE

MANEUVERING CLEARANCE IN

AN

ALCOVE, PARALLEL APPROACH

CLEAR WIDTH AT TURN

42" MIN.

42" MIN.

X<48"

36" MIN.

36" MIN.

X<48"

M

IN

M

IN

48" MIN.

M

IN

X

60" MIN.

4' - 0"

M

IN

"4

F O

R W

A R

D R

E A

C H

R A

N G

E

M A

X

M

IN

S

ID

E R

E A

C H

R A

N G

E

2' - 8" MIN.

3' - 0" MIN. F

O

R M

IN

C

L E

R A

N C

E

M A

X D

E P

T H

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

ROB DARNELL

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

BURNS & McDONNELL

8201 NORMAN CENTER DR. SUITE 300

BLOOMINGTON, MN 55437

(952) 656-6003

100% DESIGN SUBMISSION04/10/20

B. A'HEARN

G-004

ADA STANDARDS

USDA - ARS SITE ENTRANCE GUARD SHELTER PROJECT

AG-32SC-D-17-0279

JL

NT

NT

02/14/20

NT

CLEARANCES AT DOORS CLEAR FLOOR SPACE REQUIREMENTS

MOUNTING HEIGHTS

X

E 4899363.61

N 3478602.10

E 4899363.61

N 3478879.74

CIVIL GENERAL NOTES, ACCESS,

AND SAFETY PLAN

SCALE IN FEET

250' 500'

LEGEND:

ACCESS AND HAUL ROUTE

PROJECT AND STAGING AREA

TEMPORARY CONSTRUCTION FENCE

ACCESS AND STAGING

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT,

AND DELIVERIES ARE ILLUSTRATED ON THIS DRAWING AND ARE SUBJECT TO THE

APPROVAL OF THE COR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE OFF-SITE HAUL ROUTES WITH THE APPROPRIATE OWNER WHO HAS

JURISDICTION OVER THE AFFECTED ROUTE. ACCESS ROUTES AND HAUL ROUTES ARE

SUBJECT TO CHANGE AT THE DIRECTION OF THE COR AND MAY CHANGE BASED ON

OPERATIONAL REQUIREMENTS OF THE PROJECT SITE. COR SHALL NOTIFY THE

CONTRACTOR OF ANY ACCESS AND HAUL ROUTE CHANGE IN DIRECTION.

2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL

ROUTES IN A MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS TO ALL

PROJECT AREAS, AND EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO

EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.

3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES,

CONTRACTOR SHALL NOTIFY (515) 337-7222 OF THE CLOSURE.

4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS

CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS.

5. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING AROUND THE

ENTIRE SITE DURING CONSTRUCTION.

6. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA

FOR MATERIALS AND EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING SHALL BE AS

ILLUSTRATED ON THIS DRAWING AND IS SUBJECT TO THE APPROVAL OF THE COR.

CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE STAGING AREA LOCATIONS AS

SHOWN. CONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE DIRECTION OF

THE COR AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE PROJECT

SITE. CONDITION OF STAGING AND STORAGE AREAS SHALL BE CLEANED AND RESTORED

TO THE SAME OR BETTER CONDITION AS WHEN ACCEPTED BY CONTRACTOR.

7. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND

VEHICLES SHALL BE PARKED IN THE STAGING AREA. CONTRACTOR EMPLOYEE POVS

SHALL BE PARKED OFFSITE AND DRIVE IN TOGETHER IN ONE VEHICLE AS MUCH AS

POSSIBLE TO MINIMIZE IMPACT OF CONTRACTOR PARKING ON CAMPUS.

8. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE COR REGARDING

CONSTRUCTION DELIVERIES PRIOR TO THOSE DELIVERIES. DELIVERIES SHALL BE

SCHEDULED MONDAY-FRIDAY, 8:00 AM TO 3:00 PM, EXCLUDING GOVERNMENT HOLIDAYS.

DELIVERIES SHALL NOT BE ACCEPTED ON GOVERNMENT HOLIDAYS.

9. SECURITY FENCING AND GATES ASSOCIATED WITH CONTRACTOR'S WORK AREA SHALL

MEET OR EXCEED THE EXISTING FENCE STRENGTH, SIZE, AND DIMENSIONS. SECURITY

GATE SHALL BE STAFFED AT ALL TIMES DURING WORKING HOURS AND SHALL BE LOCKED

DURING NON-WORKING HOURS. AT PROJECT COMPLETION, CONTRACTOR SHALL

REMOVE SECURITY GATE AND RESTORE SECURITY FENCE TO ITS ORIGINAL CONDITION.

10. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED BY

THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER TO

THE SATISFACTION OF THE COR.

COORDINATION AND COMMUNICATION

1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT

TO THE APPROVAL OF THE COR, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE

AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE WORK IS

IN PROGRESS. THE PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED

THE RESPONSIBLE COR WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE

CONTRACTOR'S PRIMARY CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THE

CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED.

CONTRACTOR SHALL PROVIDE NAMES AND CONTACT INFORMATION OF

REPRESENTATIVES TO THE COR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION

BETWEEN ANY SUBCONTRACTORS AND THE CLIENT REPRESENTATIVE. ALL

CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND

APPROVED BY THE COR.

3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S USE IN

CASE OF AN EMERGENCY:

A.EMERGENCY 515-337-7222

B. OTHER CONTACTS AS DIRECTED AT PRE-CONSTRUCTION MEETING

TRAFFIC CONTROL

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION

WORK AREA BY USING BARRICADES APPROVED BY THE COR.

2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY

DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE.

3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN

ALARM WHEN MOVING IN REVERSE.

4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT-TO-REMAIN.

5. NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.

6. ANY DAMAGE TO PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION ACTIVITIES SHALL BE

REPAIRED TO RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL CONDITION TO

THE SATISFACTION OF COR.

D A

Y T

O N

A

V E

N

EXCAVATION AND TRENCHES

1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA

REGULATIONS AND THE STATE OF IOWA LAWS CONCERNING EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION,

TRENCHING, AND SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH

LOCAL REGULATIONS AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

(OSHA) REGULATIONS FOR CONSTRUCTION.

3. IOWA ONE CALL WILL NOT ENTER GOVERNMENT PROPERTIES FOR LOCATES.

CONTRACTOR SHALL PROVIDE UTILITY LOCATES PRIOR TO ANY EXCAVATION AND

PROVIDE MINIMUM NOTICE OF 48 HOURS TO THE CONTRACTING OFFICERS

REPRESENTATIVE AND ASSOCIATED UTILITY COMPANIES AND AGENCIES BEFORE

PROCEEDING WITH ANY LOCATES OR EXCAVATIONS.

4. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY FOR

PLACING THEREIN. AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED

AND WORK APPROVED, BACKFILL AND COMPACT TRENCHES AS SPECIFIED.

OTHER SAFETY REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO

OSHA REGULATIONS.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL

APPLICABLE PERMITS, FEES AND LICENSES FOR CONSTRUCTION AND EQUIPMENT.

3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS THROUGHOUT THE

PROJECT AND REMEDY ANY SAFETY CONCERNS IMMEDIATELY.

4. THERE SHALL BE NO PERMANENT WASTE SITES ON THE PROPERTY. ANY

TEMPORARY WASTE AREA SHALL BE APPROVED BY THE COR AND SHALL BE KEPT IN

AN ORDERLY CONDITION. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED

IS SUBJECT TO THE DIRECTION OF THE COR.

5. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY

GOVERNMENT/CLIENT-OWNED EQUIPMENT WITH THE COR.

6. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL ROUTES,

STAGING AREA, AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL

EROSION AND STORM WATER RUNOFF.

7. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT

MOVEMENT RESULTING FROM WIND CONDITIONS.

8. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY

CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO PROJECT SITE OPERATIONS.

THE CONTRACTOR SHALL CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY

HAUL ROUTE OR WORK AREA REGARDLESS OF SOURCE.

9. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM CONSTRUCTION

PERSONNEL AND ACTIVITIES SHALL BE REMOVED FROM THE PROJECT LIMITS EACH

DAY.

10. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM

CONTRACTOR'S OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN

ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS

AND PROPERLY REMOVED FROM THE PROJECT PROPERTY. IF HAZARDOUS

MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING CONSTRUCTION

ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR.

11. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION OF ANY WATER

LINES OR FIRE HYDRANTS ON PROJECT PROPERTY OR ADJOINING PROPERTY, THE

CONTRACTOR SHALL PROVIDE AN INITIAL ADVANCE NOTICE OF 2 WEEKS AND A

CONFIRMATION MINIMUM ADVANCE NOTICE OF 48 HOURS TO THE LOCAL FIRE

AUTHORITY AND ALL OTHER EMERGENCY SERVICES.

12. FAILURE TO COMPLY WITH THE CLIENT REPRESENTATIVE SAFETY REQUIREMENTS

SHALL RESULT IN THE SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY

CONCERNS ARE ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION OF THE

COR.

GENERAL NOTES:

1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED

OTHERWISE.

2. CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR MEASURED TO

STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF

FOUNDATION WALL, UNLESS INDICATED OTHERWISE.

3. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF

LOCAL AND GOVERNMENT REGULATORY AGENCIES AND THE COR.

4. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS AND LOCAL AND GOVERNMENT CODES, ORDINANCES, AND

REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN

REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST

STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST

STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE COR IN WRITING. THE

DECISION OF THE COR SHALL BE CONSIDERED FINAL.

RECORD DRAWING NOTES:

1. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES

THROUGH THE DURATION OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS

SHALL BE SUBMITTED TO THE COR.

2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE

FOR KEEPING TRACK OF ANY CLIENT REPRESENTATIVE-APPROVED FIELD

CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON APPROVED CONSTRUCTION

DRAWINGS. THESE REVISIONS SHALL BE USED TO PREPARE RECORD DRAWINGS OF

COMPLETED CONSTRUCTION.

3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS, AND

ANY OTHER CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED ON THE

ORIGINAL, APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES

BURIED OR CONCEALED CONSTRUCTION AND UTILITY FEATURES THAT WERE

REVEALED DURING CONSTRUCTION.

4. THE COR SHALL REVIEW COMPLETENESS, ACCURACY, AND FORMAT OF SUBMITTED

RECORD DRAWINGS. IF THE RECORD DRAWINGS ARE CONSIDERED UNACCEPTABLE,

THEY SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION AND

RESUBMISSION.

ABBREVIATIONS

AHU AIR HANDLING UNIT

BMCD BURNS & MCDONNELL

COR CONTRACTING OFFICERS REPRESENTATIVE

E EASTING

EXIST EXISTING

IDOT IOWA DEPARTMENT OF TRANSPORTATION

INV INVERT

MAX MAXIMUM

MIN MINIMUM

N NORTHING

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN VERTICAL DATUM

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PCC PORTLAND CEMENT CONCRETE

POV PRIVATELY OWNED VEHICLE

US UNITED STATES OF AMERICA

USDA UNITED STATES DEPARTMENT OF AGRICULTURE

WWF WELDED WIRE FABRIC

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

BURNS & McDONNELL

8201 NORMAN CENTER DR. SUITE 300

BLOOMINGTON, MN 55437

(952) 656-6003

GC001

12/23/19

J. McMANMON

K. ROBERTS

K. JENSEN

B. A'HEARNR. DARNELL

CIVIL GENERAL NOTES, ACCESS, AND SAFETY PLAN

USDA-ARS SITE ENTRANCE GUARD SHELTER PROJECT

AG-32SC-D-17-0279

100% DESIGN SUBMISSIONKAJ04/10/20

TRAFFIC

TURNAROUND

AREA

INSTALL TEMPORARY

CONSTRUCTION

FENCE AND SWING

GATE

INSTALL TRAFFIC

BARRICADE

DO NOT ENTER

CONTRACTOR

ACCESS THROUGH

GATE #2

X

4/10/2020

CONSTRUCTION

FENCING/GATING/LAYDOWN

AREA TO BE DISCUSSED

WITH PROJECT C.O.R. &

SECURITY IN MEETING PRIOR

TO CONSTRUCTION TO

DETERMINE BEST PLAN FOR

CONTRACTORS AND USDA.

E E

E E

E E

E E

E

E

E

E

E

E

E

E

E

E

E E

E

E E E E E E E

E

E

E

E

E

E E

E E

W W

W W

W W W W W W W W W W W W W W W W

W W

W W

SS SS SS SS SS

X X

X X

X X

X X

X X

XXX

X X

XX

EXISTING CONDITIONS PLAN

0 20'10'

SCALE IN FEET

NORTH

SURVEY AND SUBSURFACE INVESTIGATION NOTES:

1. THE SURVEY WAS PERFORMED BY STUMBO & ASSOCIATES LAND

SURVEYING IN DECEMBER 2017.

2. HORIZONTAL POSITIONS ARE IN REFERENCE TO NAD83 IOWA STATE PLANES

NORTH ZONE US FEET.

3. ELEVATIONS ARE IN REFERENCE TO NAVD88.

4. THE GEOTECHNICAL INVESTIGATION TITLED GEOTECHNICAL EVALUATION

REPORT FOR THE PROPOSED GUARDHOUSE RENOVATION WAS PERFORMED

BY BRAUN INTERTEC IN FEBRUARY 2018. THIS REPORT WAS PREPARED FOR

BURNS & MCDONNELL. THE RESULTS OF THE INVESTIGATION ARE

CONTAINED IN THE PROJECT GEOTECHNICAL REPORT.

EXISTING CONDITIONS NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS

INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD

SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT

WHICH ARE NOT DOCUMENTED OR LOCATED.

2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE

THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES.

ANY DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED

TO THE COR BEFORE ANY FURTHER WORK COMMENCES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY

EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO

TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION.

CONTRACTOR SHALL VERIFY EXISTENCE AND MARK LOCATIONS OF ALL

UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES,

PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT THE COR AND

ALL ASSOCATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE

LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR

IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING

UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO

BE ENCOUNTERED DURING CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE COR OF

OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR

STRUCTURE INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING

CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR.

ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE

CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT

CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE

DAMAGED DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR

SHALL REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE

SATISFACTION OF THE COR.

LEGEND:

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

ELECTRIC LINE

COMMUNICATION LINE

WATER LINE

GAS LINE

TELEPHONE LINE

SANITARY SEWER

FENCE

BOLLARD

TELEPHONE POLE

BORING

1007.5

1007.0

E

COMM

W

G

SS

X

T

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

BURNS & McDONNELL

8201 NORMAN CENTER DR. SUITE 300

BLOOMINGTON, MN 55437

ADA RAMP

V-100

K. JENSEN

B. A'HEARNR. DARNELL

EXISTING CONDITIONS PLAN

USDA-ARS SITE ENTRANCE GUARD SHELTER PROJECT

AG-32SC-D-17-0279

100% DESIGN SUBMISSIONKAJ04/10/20

EXISTING

GUARD SHACK

GATE

ENTRY

GATE

EXIT

B-2

B-1

4/10/2020

XXX

X

XX

E 4899407.91

N 3478723.85

E 4899407.86

N 3478743.77

E 4899420.37

N 3478743.77

E 4899420.19

N 3478760.45

E 4899455.73

N 3478766.52

E 4899455.99

N 3478724.23

E 4899426.39

N 3478760.52

E 4899426.31

N 3478766.52

E 4899482.02

N 3478739.48

E 4899481.97

N 3478731.71

E 4899456.07

N 3478739.47

GENERAL NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED

HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS.

UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT

DOCUMENTED OR LOCATED.

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE

DISPOSED OF OFF SITE.

2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING

MATERIALS: AGGREGATE, CONCRETE, ASPHALT, MASONRY, FOUNDATIONS, REBAR,

FENCE MATERIAL, PIPING, AND MISCELLANEOUS STRUCTURES. LARGE PIECES OF

MATERIAL MAY NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO

BE HAULED AWAY TO THE WASTE DISPOSAL SITE.

3. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL

WITH PROPOSED PAVEMENT LAYOUT AND JOINTING PLAN.

4. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH.

5. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO PROVIDE

CLEAN EDGE FOR CONSTRUCTION OF PROPOSED PAVEMENT.

6. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING PAVEMENT

JOINT TO THE GREATEST EXTENT POSSIBLE TO PREVENT PARTIAL PANEL

REMOVAL. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND

ANY SUBBASE MATERIAL PRESENT. EXISTING PAVEMENT IS APPROXIMATELY 6

INCHES ASPHALT OVER APPROXIMATELY 6 INCHES AGGREGATE BASE. FIELD

VARIFY PRIOR TO CONSTRUCTION.

7. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE REPAIRED

OR REMOVED AND REPLACED AT NO ADDITIONAL COST TO OWNER.

UTILITY DEMOLITION NOTES:

1. CONTRACTOR SHALL COORDINATE WITH THE COR PRIOR TO REMOVAL OF

EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES SHALL BE CONSTRUCTED

BEFORE REMOVAL OF EXISTING UTILITIES TO ENSURE UNINTERRUPTED SERVICE

TO THE FACILITIES SERVED BY THE UTILITY. ALL RELOCATIONS SHALL BE

COORDINATED WITH THE COR.

LEGEND:

CONCRETE PAVEMENT REMOVAL

ASPHALT PAVEMENT REMOVAL

CURB AND GUTTER REMOVAL

DECORATIVE AGGREGATE REMOVAL (SALVAGE FOR REUSE)

BUILDING REMOVAL

UTILITY REMOVAL

SECURITY ORNAMENTAL FENCE REMOVAL (SALVAGE FOR REINSTALL)

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

BURNS & McDONNELL

8201 NORMAN CENTER DR. SUITE 300

BLOOMINGTON, MN 55437

(952) 656-6003

DEMOLITION PLAN

0 20'10'

SCALE IN FEET

NORTH

CD100

K. JENSEN

B. A'HEARNR. DARNELL

DEMOLITION PLAN

USDA-ARS SITE ENTRANCE GUARD SHELTER PROJECT

AG-32SC-D-17-0279

100% DESIGN SUBMISSIONKAJ04/10/20

EXISTING SHED TO BE

REMOVED BY USDA STAFF

PRIOR TO CONSTRUCTION.

REMOVE 4" PVC

SANITARY SEWER

REMOVE 1" PVC

WATER SERVICE

APPROXIMATE VALVE

LOCATION

SEE ELECTRICAL

DWGS FOR

ELECTRICAL

REMOVAL

SAWCUT EXISTING PAVEMENT

TO EXISTING JOINT

E

E 4899452.44

N 3478760.80

E 4899433.27

N 3478760.60

E 4899446.51

N 3478754.74

E 4899426.41

N 3478760.52

E 4899420.19

N 3478760.45

E 4899407.86

N 3478743.77

E 4899417.38

N 3478752.95

E 4899452.52

N 3478753.47

E 4899426.99

N 3478724.01

E 4899426.77

N 3478730.52

E 4899453.14

N 3478724.17

E 4899456.02

N 3478731.36

E 4899456.08

N 3478753.44

E 4899456.08

N 3478747.56

E 4899407.89

N 3478737.77

E 4899407.91

N 3478723.85

E 4899446.76

N 3478731.45

E 4899446.77

N 3478730.74

E 4899455.98

N 3478733.47

E 4899481.97

N 3478731.71

E 4899455.99

N 3478739.47

E 4899482.02

N 3478739.48

E 4899426.31

N 3478766.52

E 4899433.20

N 3478766.52

E 4899455.73

N 3478766.52

GENERAL NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE

BEEN OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND

STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR

LOCATED.

2. SEE STRUCTURAL PLANS FOR ADDITIONAL PAD DETAILS.

3. NORTHING AND EASTING LOCATIONS ARE CALLED OUT TO BUILDING CORNERS.

LEGEND:

PROPOSED ASPHALT PAVEMENT

PROPOSED DECORATIVE AGGREGATE

PROPOSED CONCRETE SIDEWALK

SECURITY ORNAMENTAL FENCE

CURB AND GUTTER

ELECTRICAL LIGHT POLE

C-501

C-501

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

BURNS & McDONNELL

8201 NORMAN CENTER DR. SUITE 300

BLOOMINGTON, MN 55437

(952) 656-6003

SITE PLAN

0 20'10'

SCALE IN FEET

NORTH

X

C-501

GUARD

SHELTER

CS100

K. JENSEN

B. A'HEARNR. DARNELL

SITE PLAN

USDA-ARS SITE ENTRANCE GUARD SHELTER PROJECT

AG-32SC-D-17-0279

100% DESIGN SUBMISSIONKAJ04/10/20

PROPOSED ABOVE GROUND PIPES. SEE

MECHANICAL PLANS

6" CURB AND GUTTER

DECORATIVE FENCE BUILDING TIE-IN

DECORATIVE FENCE BUILDING TIE-IN

C-501

PROPOSED AHU. SEE MECHANICAL PLANS

C-501

XX

XX

E

E E E

E 4899480.02

N 3478736.51

E 4899450.22

CONNECT 4"SS

INV. 995.95

(SEE NOTE 11)

N 3478750.31

E 4899441.79

CONNECT 1"W

INV. 994.45

45 DEGREE BEND

N 3478759.37

E 4899452.56

45 DEGREE BEND

N 3478764.20

UTILITY PLAN

NORTH

GENERAL NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS

INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD

SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT

WHICH ARE NOT DOCUMENTED OR LOCATED.

GENERAL UTILITY NOTES:

1. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

2. CONTRACTOR SHALL CONTACT THE COR AND ALL ASSOCIATED UTILITY

COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES

PRIOR TO COMMENCEMENT OF WORK.

3. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY SHUTDOWNS

FOR UTILITY CONNECTIONS WITH THE COR.

4. CONNECTION TO EXISTING WATER, SEWER, AND STORM MAINS SHALL BE

CONSTRUCTED IN ACCORDANCE WITH ALL REQUIREMENTS OF ASSOCIATED

UTILITY COMPANIES AND AGENCIES.

5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL

UTILITY CONNECTION FEES AND OBTAINING ALL PERMITS REQUIRED FOR

THE UTILITY CONSTRUCTION AND CONNECTIONS. THIS INCLUDES ALL FEES

ASSOCIATED WITH CONNECTION CHARGES AND METERS.

6. SEE DETAIL 1 ON DRAWING C-501 FOR TYPICAL PIPE TRENCH DETAIL.

7. THE MINIMUM DEPTH OF COVER FOR UTILITIES SHALL BE AS FOLLOWS

UNLESS INDICATED OTHERWISE:

a. WATER: 60 INCHES

b. ELECTRICAL AND COMMUNICATION: 36 INCHES

c. ALL OTHER UTILITIES: 42 INCHES

8. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND

INSPECTION METHODS DETAILED IN THE SPECIFICATIONS, WHICH MAY

INCLUDE VIDEO CAMERA INSPECTION.

9. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY

ENGINEER AND THE COR.

10. REFERENCE ELECTRICAL PLANS FOR ELECTRICAL UTILITY ROUTING.

11. CONTRACTOR SHALL FIELD VERIFY SANITARY SEWER INVERT ELEVATION

AND SLOPE, AND PROVIDE INFORMATION TO ENGINEER BEFORE

INSTALLATION OF NEW LINE. MINIMUM SANITARY SEWER SLOPE SHALL BE

1.0% INSTALLED. CONTRACTOR MAY INSTALL AN ADDITIONAL CLEANOUT TO

PROVIDE NECESSARY DEPTH AROUND ELECTRICAL CONDUIT IF

ELEVATIONS CONFLICT.

LEGEND:

1" DOMESTIC WATERLINE

4" SANITARY SERVICE

SEWER CLEANOUT

ELECTRICAL LIGHT POLE

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

BURNS & McDONNELL

8201 NORMAN CENTER DR. SUITE 300

BLOOMINGTON, MN 55437

CU100

K. JENSEN

B. A'HEARNR. DARNELL

UTILITY PLAN

USDA-ARS SITE ENTRANCE GUARD SHELTER PROJECT

AG-32SC-D-17-0279

100% DESIGN SUBMISSIONKAJ04/10/20

AHU SEE

MECHANICAL PLANS

0 20'10'

SCALE IN FEET

CO-1

CO-2

APPROXIMATE VALVE

LOCATION. USE TO ISOLATE

1' PVC WATER SERVICE

INSTALLATION/CONNECTION.

FIELD VERIFY EXISTING

ELECTRICAL CONDUIT IS

NOT IN CONFLICT WITH

PROPOSED SANITARY

SEWER LOCATION.

X

X

X

X

X

X

X

X

XX

XX

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

M

A

T

C

H

E

X

I

S

T

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

BURNS & McDONNELL

8201 NORMAN CENTER DR. SUITE 300

BLOOMINGTON, MN 55437

(952) 656-6003

GRADING AND JOINTING PLAN

NORTH

0 8'4'

SCALE IN FEET

GENERAL NOTES:

1. SEE DRAWING S-011 FOR STRUCTURAL EQUIPMENT FOUNDATION.

2. SEE STRUCTURAL PLANS FOR ADDITIONAL PAD DETAILS.

GRADING NOTES:

1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE,

PAVEMENT, OR STRUCTURE UNLESS INDICATED OTHERWISE.

2. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING

GRADE ELEVATIONS. CONTRACTOR SHALL VERIFY ELEVATIONS AT

TIE-INS AND MATCH POINTS PRIOR TO BEGINNING CONSTRUCTION.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING

CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE DISTURBED

DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS

OR BETTER SUBJECT TO THE APPROVAL OF THE COR.

4. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE

PROJECT WORK LIMITS AS NECESSARY TO PROTECT SUBGRADE,

SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT, SURROUNDING

PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS.

PAVEMENT JOINTING NOTES:

1. ALL JOINT CHANGES SHALL BE APPROVED BY ENGINEER AND CLIENT

REPRESENTATIVE.

LEGEND:

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

SPOT ELEVATION

FILTER SOCK

ELECTRICAL LIGHT POLE

EROSION AND SEDIMENT CONTROL NOTES

BEST MANAGEMENT PRACTICES

1. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR

THIS PROJECT. PREVENTION OF POLLUTION RESULTING FROM

CONSTRUCTION ACTIVITIES SHALL BE ACCOMPLISHED BY CONTROLLING

SOIL EROSION, WATERWAY SEDIMENTATION, AND AIRBORNE DUST

GENERATION. CONTRACTOR SHALL ENSURE THAT NO SEDIMENT

RESULTING FROM CONSTRUCTION ACTIVITIES INFRINGES ONTO

ADJACENT PROPERTIES.

2. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO

REDUCE THE AMOUNT OF SOIL PARTICLES THAT ARE CARRIED OFF AN

AREA AND DEPOSITED INTO A DRAINAGE COLLECTION SYSTEM OR INTO

A BODY OF WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ENSURING THAT EROSION AND SEDIMENTATION ARE CONTROLLED TO

THE EXTENT PRACTICABLE. ALL APPLICABLE SOIL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AND

MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION

ACTIVITIES. PRIOR TO INITIATING CONSTRUCTION IN AN AREA, ALL

TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE

IN PLACE. UPON PROJECT COMPLETION ALL TEMPORARY SOIL EROSION

AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED.

1007.00

1007.25

1007.25

1007.00

3 @ 6.26' = 18.77'

6.58' 6.58'

6.00'

19.83'

CG100

K. JENSEN

B. A'HEARNR. DARNELL

GRADING AND JOINTING PLAN

USDA-ARS SITE ENTRANCE GUARD SHELTER PROJECT

AG-32SC-D-17-0279

100% DESIGN SUBMISSIONKAJ04/10/20

3.56'

6.87'

FFE =

1000.45'

GUARD SHELTER

FFE = 1000.45'

MATCH ADJACENT

CONCRETE JOINT

PATTERNS

STRUCTURAL STOOP

SEE S-010

STRUCTURAL STOOP

SEE S-010

AHU FOUNDATION

SEE S-011

C-502

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

BURNS & McDONNELL

8201 NORMAN CENTER DR. SUITE 300

BLOOMINGTON, MN 55437

(952) 656-6003

NOTE:

1. SECURITY ORNAMENTAL FENCE SHALL BE REMOVED

FOR CONSTRUCTION ACTIVITIES AND SALVAGED FOR

REINSTALLATION FOLLOWING CONSTRUCTION.

2. DECORATIVE FENCE CORNER POST WITH CONCRETE

SHALL MAINTAIN A MINIMUM 2'-0" CLEAR DISTANCE

FROM THE BUILDING FOUNDATION. FILLER FENCE

SHALL BE USED BETWEEN THE BUILDING AND FENCE.

M I N

C O

V E

R

SURFACE

TREATMENT

AS SPECIFIED

FINISH GRADE

TRENCH WIDTH

AS SPECIFIED

NOTES:

1. TRENCH TERMINOLOGY:

BEDDING: SUPPORTIVE, COMPACTED MATERIAL TO PROVIDE EVEN SUPPORT FOR

THE PIPE. BOTTOM OF TRENCH AND BEDDING MATERIAL SHALL PROVIDE UNIFORM

LONGITUDINAL SUPPORT FOR BOTTOM SECTION OF PIPE.

HAUNCHING: EXTENDS FROM THE BOTTOM OF THE PIPE TO THE CENTERLINE OF

THE PIPE TO PROVIDE THE MOST RESISTANCE TO PIPE DEFLECTION. MATERIAL

SHALL BE FREE OF ROCKS AND BE PLACED BY HAND.

INITIAL BACKFILL: EXTENDS FROM THE SPRINGLINE TO A POINT ABOVE THE TOP

OF THE PIPE TO PROVIDE SOME PIPE SUPPORT AND HELPS TO PREVENT DAMAGE

TO THE PIPE DURING PLACEMENT OF THE FINAL BACKFILL. THE COVER EXTENDS

FROM THE TOP OF THE PIPE TO THE TOP OF THE INITIAL BACKFILL.

FINAL BACKFILL: THIS ZONE EXTENDS FROM THE TOP OF THE INITIAL BACKFILL TO

THE TOP OF THE TRENCH. FINAL BACKFILL UNDER PAVEMENTS MAY BE SUBJECT

TO ADDITIONAL COMPACTION REQUIREMENTS AND TESTING.

2. BURIED WARNING AND IDENTIFICATION TAPE SHALL BE PROVIDED IN

ACCORDANCE WITH SPECIFICATIONS.

NOTES:

1. THICKNESS OF ALL REPLACEMENT COURSES SHALL BE EQUAL TO EXISTING BUT

SHALL NOT BE LESS THAN INDICATED.

2. SAWCUTS THAT EXTEND OUTSIDE THE AREA OF REMOVAL AND REPLACEMENT

SHALL BE FILLED WITH AN EPOXY-BASED GROUT APPROVED BY THE ENGINEER.

3. FULL DEPTH SAWCUTS SHALL BE MADE AROUND THE PERIMETER OF THE AREA TO

BE PATCHED. THE CUT SHALL BE MADE AT A RIGHT ANGLE TO THE PAVEMENT

EDGE AND TO THE CENTERLINE OF THE PAVEMENT.

4. ADDITIONAL SAWCUTS MAY BE REQUIRED WITH THE AREA OF THE PATCH TO

FACILITATE REMOVAL OF THE ASPHALT OR TO ALLEVIATE BINDING OF THE FULL

DEPTH SAW CUT AT THE PATCH EDGE.

EXISTING

ASPHALT

PAVEMENT

6' TYP

AGGREGATE BASE

COURSE

(6" MIN, MATCH EXIST)12"

(TYP)

EXCAVATION LIMITS

SEE PLAN

6" COMPACTED

SUBGRADE

ASPHALT

(6" MIN, MATCH EXIST)

CU100

PAVEMENT REMOVAL

AND REPLACEMENT FOR

UTILITY TRENCH

NTS

CU100

UTILITY TRENCH

NTS

6" COMPACTED SUBGRADE

CS100

PROPOSED DECORATIVE

AGGREGATE

NTS

6" SALVAGED DECORATIVE AGGREGATE

TRACER WIRE.

SEE DETAIL 1

C-502

WARNING TAPE

CS100

SECURITY ORNAMENTAL FENCE

C-501

K. JENSEN

B. A'HEARNR. DARNELL

CIVIL SITE AND UTILITY DETAILS

USDA-ARS SITE ENTRANCE GUARD SHELTER PROJECT

AG-32SC-D-17-0279

100% DESIGN SUBMISSIONKAJ04/10/20

NOTE:

1. MATCH EXISTING SALVAGED DECORATIVE AGGREGATE WHERE

ADDITIONAL AGGREGATE IS NEEDED.

SEPARATION FABRIC (IDOT SECTION 4196.01-2)

M I N

24"

2"

R

1. PLACE 3/4" EXPANSION JOINTS WITH 24"

DOWELS AT RADIUS POINTS OR A MAXIMUM

OF 60' ON STRAIGHT SECTIONS. THESE

DOWELS SHALL BE GREASED AND WRAPPED

ON ONE END WITH EXPANSION TUBES.

2. INSTALL 1 1/2" DEEP CONTRACTION JOINTS

AT APPROXIMATELY 15' INTERVALS. THESE

JOINTS SHALL PASS THROUGH THE ENTIRE

CURB SECTION.

3. FIX DOWELS WITH BAR CHAIRS OR EQUAL.

NOTES:

1-1/2" R

#5 x 24" SMOOTH

DOWELS (SEE NOTES)

SLOPE TO MATCH

PAVEMENT

CS100

PROPOSED CURB AND GUTTER

NTS

6'

4" TROWEL FINISH (TYP.)

BROOM

1/8"

1/2"

SAWED

JOINTS

(TYP)

EXPANSION JOINTS

@ 25' CTRS MAX

T

Y P

SAWCUT

PLAN

6" P.C.C.

4" CRUSHED

ROCK BASE

24" COMPACTED SUBGRADE

SECTION A

1/2" RADIUS (TYP.)

1. BROOM FINISH SHALL BE APPLIED NORMAL TO

DIRECTION OF TRAFFIC.

2. SIDEWALK SHALL BE CONSTRUCTED IN ACCORDANCE

WITH IDOT SPECIFICATION 7030.

SAW JOINT

NOTES:

EXPANSION JOINT

NOTES:

PRE-FORMED EXP.

JOINT MATERIAL

1/8" RAD 1/8" RAD

A

B

EXPANSION JOINT

SECTION B

6 X 6 - 2.9 X 2.9 WWF

24" COMPACTED SUBGRADE

4" CRUSHED ROCK BASE

6" P.C.C.

1. SAW JOINTS TO BE LOCATED TO MAINTAIN AN APPROXIMATE

SQUARE SLAB AS INDICATED ON PLANS.

2. EXPANSION JOINTS TO BE LOCATED WHERE WALK ABUTS

CONCRETE CURBS, DRIVES, STRUCTURES AND WHERE WALK

CHANGES DIRECTION.

CS100

TYPICAL SIDEWALK DETAILS

NTS

TYPICAL SIDEWALK JOINT DETAIL

NTS

PIPE RISER

HEAVY DUTY CLEAN-OUT COVER

NEENAH R-3040 OR APPROVED

EQUAL. COVER SHALL BE STAMPED

"SEWER" OR PER LOCAL STANDARD

8" THICK x 24" SQUARE

CONCRETE COLLAR SLOPED TO

DRAIN FOR UNPAVED AREAS

F

L

O

W

FLOW

CLEAN-OUT

CONCRETE COLLAR

(AS REQUIRED)

PLAN

PROVIDE WYE BRANCH FOR

TYPICAL IN-LINE CLEANOUTS AND

45 DEGREE BEND AT END OF LINE

PIPE

NOTES:

1. CLEANOUTS LOCATED IN VEHICULAR AREAS SHALL BE

TRAFFIC RATED.

2. CLEANOUTS LOCATED IN PAVED AREAS SHALL BE

INSTALLED FLUSH WITH FINAL GRADING.

3. CONCRETE COLLAR MAY BE LOWERED ON RISER

ASSEMBLY TO ACCOMMODATE SPECIAL FINISH GRADE.

ELEVATION

FINISHED

GRADE

FLOW

FLOWFLOW

4"

#10 BAR ALL AROUND (6" LAP)

45 DEGREE BEND

CONCRETE CRADLE

CU100

SEWER CLEANOUT

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

BURNS & McDONNELL

8201 NORMAN CENTER DR. SUITE 300

BLOOMINGTON, MN 55437

(952) 656-6003

CG100

FILTER SOCK

F

L

O

W

F

L

O

W

UNDISTURBED

AREA

8" DIAMETER COMPOST

FILTER SOCK

C-502

K. JENSEN

B. A'HEARNR. DARNELL

EROSION, SEDIMENT CONTROL AND UTILITY DETAILS

USDA-ARS SITE ENTRANCE GUARD SHELTER PROJECT

AG-32SC-D-17-0279

100% DESIGN SUBMISSIONKAJ04/10/20

C-501

TRACER WIRE INSTALLATION

DEMOLITION LEGEND:

REMOVE PARTITION

REMOVE DOOR

CONCRETE PAVEMENT REMOVAL,

REFER TO CIVIL DRAWINGS

GRAVEL SURFACING REMOVAL,

REFER TO CIVIL DRAWINGS

EXISTING GRAVEL TO REMAIN

EXISTING CONCRETE TO REMAIN

E T

R P

A R

K

IN

G

E T

R P

A R

K

IN

G

E T

R

P A

R K

IN

G

6' - 8 1/2"

GENERAL DEMOLITION NOTES

A. REMOVE EXISTING CONSTRUCTED ELEMENTS WITHIN THE PROJECT SITE

EXCEPT WHERE INDICATED BY NOTE OR SYMBOL AS EXISTING TO

REMAIN. SEE CIVIL, STRUCTURAL AND MEP DRAWINGS FOR EXTENT OF

DEMOLITION.

B. DEMOLITION DRAWING SHOWS GENERAL EXTENT OF REQUIRED WORK.

REMOVE STRUCTURES, FIXTURES, FITTINGS, DEVICES, ETC. REQUIRED TO

PREPARE THE PROJECT SITE TO RECEIVE NEW WORK. SEE NEW WORK

DRAWINGS FOR ADDITIONAL INFORMATION.

C. COORDINATE REMOVAL OF TELEPHONES, PA SYSTEMS, INTERCOMS, DATA

SYSTEMS, ETC. WITH CONTRACTING OFFICERS REPRESENTATIVE (COR).

D. DISPOSE ALL NON-RECYCLABLE ITEMS OFF-SITE UNLESS INDICATED TO BE

SALVAGED OR REUSED IN NEW WORK.

E. STORE SALVAGE MATERIALS INTENDED FOR REUSE IN PROJECT AREA AND

PROTECT SAME FROM DAMAGE.

F. ALL ITEMS INDICATED WITH A DASHED LINE ARE TO BE REMOVED UNO.

DEMOLITION KEY NOTES:(TYPICAL )X

X DESIGNATE DEMOLITION ACTIVITY BY ROOM

4' 2' 4' 8'

1/4" = 1' - 0"

0'

1/4" = 1'-0"A-101

DEMOLITION FLOOR PLAN31

01 CONTRACTOR TO REMOVE EXISTING GUARD BOOTH ALONG WITH ALL

ELECTRICAL AND OTHER UTILITIES. USDA TO REMOVE ALL INTERIOR

EQUIPMENT.

02 REMOVE EXISTING CONCRETE SLAB ON GRADE AND FOOTINGS, SEE

STRUCTURAL DWGS.

03 REMOVE PORTION OF FENCING SHOWN. SAVE FOR POSSIBLE REUSE.

CO-ORDINATE EXTENT OF REMOVAL AND REPLACEMENT WITH CIVIL

DRAWINGS.

04 EXISTING SITE LIGHT TO BE REMOVED, SEE ELECTRICAL DWGS.

05 EXISTING SECURITY CRASH GATE TO REMAIN.

06 EXISTING FENCE TO REMAIN.

07 EXISTING ELECTRICAL BOX AND CONTROL PANEL TO REMAIN

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

ROB DARNELL

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

BURNS & McDONNELL

8201 NORMAN CENTER DR. SUITE 300

BLOOMINGTON, MN 55437

(952) 656-6003

100% DESIGN SUBMISSION04/10/20

B. A'HEARN

A-101

DEMOLITION FLOOR PLAN

USDA - ARS SITE ENTRANCE GUARD SHELTER PROJECT

AG-32SC-D-17-0279

JL

NT

NT

02/14/20

NT

N

GENERAL NEW WORK NOTES:

A. DIMENSIONS SHOWN ARE TO THE FACE OF PARTITION UNLESS INDICATED OTHERWISE.

B. LOCATE HINGE SIDE OF DOOR JAMBS 4" FROM INTERSECTING OR CENTER DOOR IN WALL (WHERE SHOWN) UNLESS

NOTED OTHERWISE.

C. ALL FURNITURE AND KITCHEN APPLIANCES (CHAIRS, MICROWAVE, REFRIGERATOR) IS GFGI SHOWN FOR COORINATION

PURPOSES ONLY.

D. FIELD VERIFY ALL ROOM DIMENSIONS PRIOR TO FINAL SHOP DRAWING COMPLETION. IDENTIFY ANY CONFLICTS TO THE

COR FOR RESOLUTION.

E. WHERE NEW CEILINGS ARE INDICATED, MEASURE EACH CEILING AREA AND ESTABLISH LAYOUTS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USE OF LESS THAN HALF THE WIDTH UNITS AT BORDERS.

SYMMETRICALLY LOCATE GRID LAYOUTS IN EACH SPACE.

F. SUPPORT CEILING SUSPENSION SYSTEM FROM STRUCTURE ABOVE, NOT FROM DUCTWORK, METAL DECK, EQUIPMENT OR PIPING. SPACE HANGERS NOT MORE THAN 6" FROM ENDS AND NOT MORE THAN 4'-0" ON CENTERS ON

RUNNERS.

G. INSTALL WALL MOLDINGS AT THE PERIMETER OF EACH ACOUSTICAL CEILING AREA AND AT LOCATIONS WHERE EDGES OF

UNITS WOULD OTHERWISE BE EXPOSED.

H. CENTER ALL DIFFUSERS IN ACOUSTICAL PANELS.

I. THE REFLECTED CEILING PLAN INDICATES LOCATION OF CEILING MOUNTED AND CEILING PENETRATING ITEMS, FOR

ADDITIONAL INFORMATION SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS.

NEW WORK LEGEND:

GYP BD PARTITION

DOOR

X X

X

2'-0" X 2'-0" ATC CLG

LIGHT FIXTURES, REFER TO

ELECTRICAL DWGS.

24" x 24" SUPPLY DIFFUSER, REFER TO MECHANICAL DWGS.

24" x 24" RETURN REGISTER, REFER TO MECHANICAL DWGS.

12" x 12" EXHAUST REGISTER, REFER TO MECHANICAL DWGS.

DOWNLIGHT, REFER TO

ELECTRICAL DWGS.

24" LINEAR SLOT SUPPLY

DIFFUSER, REFER TO

MECHANICAL DWGS.

MASONRY WALL GYP CLG

LIGHT FIXTURES, REFER TO

ELECTRICAL DWGS.

12"X12" ACCESS PANEL, REFER

TO MECHANICAL DWGS.

A-201

A-201

A-201

A-201

A-301

A

B

A-301

L O

C K

E R

S

A11

D06A

D04

STORE RM

TOILET RM

TOILET RM

E N

T R

A N

C E

GUARD

SPACE

A-501

KITCHENETTE

A-501 11 41

A-501

Sim

A-501

A11A

A11A

A11A

A11A

A11A

A11A

A11A

A11A

A11

A11

W1

W1

W2

W3

D04A

A-501

A-501

A-501

A

B

A.F.F.

8' - 0"

A.F.F.

8' - 0"

A.F.F.

8' - 0"

A

B

L O

C K

E R

S

A11

D06A

D04

STORE RM

TOILET RM

TOILET RM

E N

T R

A N

C E

GUARD

SPACE

KITCHENETTE

7' - 4"

7' - 4" 1' - 4" 3' - 2" 3' - 1 1/2" 3' - 2" 1' - 10 1/2"

20' - 0"

8' - 8" 3' - 6" 7' - 10"

7' - 8"

2' - 3" 1' - 0"

1' - 0"

2' - 6"

D R

A W

E R

U N

IT

D R

A W

E R