Attachment 2 REV 1 Project Drawings.pdf

PDF 21 MB Posted Aug 7, 2024

Attached to: Construct Stanchion Barn and Cattle Working Barn Federal contract opportunity
Solicitation number: 12805B24R0035
Issued by: Department of Agriculture Agricultural Research Service Field Research Implementation and Information Delivery Plains Area

About this file

Written by GovTribe AI · Aug 7, 2024

This document is Attachment 2 REV 1 Project Drawings for the federal contract opportunity to Construct Stanchion Barn and Cattle Working Barn in Kerrville, TX. The contractor must have knowledge of all aspects pertaining to the Statement of Work. There is a mandatory site visit on August 5th, and all RFI questions must be submitted in writing to the POC by 4:00 PM on August 11th. Responses to RFI questions will only be posted on sam.gov. The Department of Agriculture's Agricultural Research Service Field Research Implementation and Information Delivery Plains Area is the federal agency issuing this Civilian solicitation. To be technically acceptable for award, offerors must attend the site visit.

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Other files for this federal contract opportunity

Other files attached to Construct Stanchion Barn and Cattle Working Barn, newest first.
File	Type	Posted
Exhibit B Bid Schedule Breakdown of Tasks.pdf	PDF	Aug 13, 2024
12805B24R0035 REV 6.pdf	PDF	Aug 13, 2024
12805B24R0035 Amendment 6.pdf	PDF	Aug 13, 2024
Attachment 11 Questions from Industry.pdf	PDF	Aug 13, 2024
Stanchion Barn signin sheet.pdf	PDF	Aug 7, 2024
Attachment 10 Pier Specifications.pdf	PDF	Aug 7, 2024
Attachment 11 Questions from Industry.pdf	PDF	Aug 7, 2024
12805B24R0035 REV 5.pdf	PDF	Aug 7, 2024
12805B24R0035 Amendment 5.pdf	PDF	Aug 7, 2024
12805B24R0035 REV 4.pdf	PDF	Aug 5, 2024
Exhibit A REV 1- Bid Schedule - 12805B24R0035.xlsx	XLSX spreadsheet	Aug 5, 2024
12805B24R0035 Amendment 4.pdf	PDF	Aug 5, 2024
12805B24R0035 REV 3.pdf	PDF	Aug 1, 2024
12805B24R0035 Amendment 3.pdf	PDF	Aug 1, 2024
Attachment 9 Geotech Supplemental 4.pdf	PDF	Aug 1, 2024
Attachment 7 Geotech Supplemental 2.PDF	PDF	Aug 1, 2024
Attachment 8 Geotech Supplemental 3.pdf	PDF	Aug 1, 2024
Attachment 6 Geotech Report Through Supplement 1.pdf	PDF	Aug 1, 2024
12805B24R0035 Amendment 2.pdf	PDF	Jul 17, 2024
12805B24R0035 REV 2.pdf	PDF	Jul 17, 2024
12805B24R0035 REV 1.pdf	PDF	Jul 16, 2024
12805B24R0035 Amendment 1.pdf	PDF	Jul 16, 2024
Exhibit B Bid Schedule Breakdown of Tasks.pdf	PDF	Jul 16, 2024
Attachment 1 Specification Booklet.pdf	PDF	Jul 16, 2024
Attachment 3 WD TX20240161 Mod 1 Dated 5 July 2024.pdf	PDF	Jul 16, 2024
Attachment 2 Project Drawings.pdf	PDF	Jul 16, 2024
Attachment 4 ARS-371 Construction Progress and Payment Schedule.pdf	PDF	Jul 16, 2024
Attachment 5 ARS-372 Request for Payment.pdf	PDF	Jul 16, 2024
Exhibit A REV 0- Bid Schedule - 12805B24R0035.xlsx	XLSX spreadsheet	Jul 16, 2024

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A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research

Agricultural

Service

J. DELAY

K. LOHMEYER

C. MATHER

DR. WURZBERGER

D. DE LA PAZ

10-20-23

D. LU

S. HELGREN

COVER PAGE G-000

119927.02

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECT RESEARCH LABORATORY

CIVIL - ARCHITECTURAL - STRUCTURAL - FIRE PROTECTION

PLUMBING - MECHANICAL - ELECTRICAL - TELECOMMUNICATIONS

MERRICK & COMPANY

5970 GREENWOOD PLAZA BLVD.

GREENWOOD VILLAGE, CO 80111-4703

(303) 751-0741

BUILDING B994 – STANCHION BARN & S994 CATTLE WORKING BARN

KERRVILLE, TX

DRAWING INDEX

SHEET

NUMBER SHEET NAME

GENERAL

G-000 COVER PAGE

G-100 PROJECT LOCATION PLAN

G-101 CODE COMPLIANCE SITE PLAN

G-102 CODE PLANS

SURVEY

V-100 TOPOGRAPHICAL SURVEY

CIVIL

C-100 CIVIL GENERAL NOTES, ABBREVIATIONS AND LEGEND

CD100 DEMOLITION SITE PLAN

CS100 SITE PLAN

CS501 SITE DETAILS

CG100 GRADING PLAN

CG101 GRADING PLAN - BID OPTION

CG501 TEMPORARY EROSION SEDIMENT AND WATER POLLUTION

CONTROL MEASURES DETAILS

CP100 PAVING PLAN

CU100 UTILITY SITE PLAN

CU101 SEWER LINE A PLAN AND PROFILE

CU210 WATER LINE A AND B PLAN AND PROFILE

CU211 WATER LINE A AND B PLAN AND PROFILE

CU220 GAS LINE A PLAN AND PROFILE

CU230 STORM LINE A PLAN AND PROFILE

CU501 UTILITY DETAILS

SITE ELECTRICAL

ES001 ELECTRICAL SITE LEGEND, NOTES, AND ABBREVIATIONS

ES101 ELECTRICAL SITE PLAN

ES501 ELECTRICAL SITE DETAILS

SITE TELECOMMUNICATIONS

TS001 TELECOM LEGEND, NOTES, AND ABBREVIATIONS

TS101 TELECOM SITE PLAN

TS501 TELECOM SITE DETAILS

DRAWING INDEX

SHEET

NUMBER SHEET NAME

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES - SHEET 2

S-101 FOUNDATION PLAN

S-501 TYPICAL CONCRETE SECTIONS AND DETAILS

S-502 TYPICAL CONCRETE SECTIONS AND DETAILS - SHEET 2

S-601 WIND LOAD DIAGRAMS

ARCHITECTURE

A-001 ABBREVIATIONS AND SYMBOLS

A-011 SITE PLAN

A-101 PROGRAM & STANCHION BARN PLAN - BASE BID

A-102 WORKING BARN PLAN - BID OPTION

A-103 ROOF PLAN

A-201 BUILDING ELEVATIONS - BASE BID

A-202 BUILDING ELEVATIONS - BID OPTION

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-305 WALL SECTIONS

A-501 DETAILS

A-601 PARTITION TYPES AND SCHEDULES

FIRE ALARM

FA001 FIRE ALARM LEGEND, NOTES, AND ABBREVIATIONS

FA101 FIRE ALARM PLAN

FA601 FIRE ALARM RISER DIAGRAM

PLUMBING

P-001 PLUMBING LEGEND & ABBREVIATIONS

P-100 PLUMBING UNDERSLAB PLAN-STANCHION BARN

P-100A PLUMBING UNDERSLAB PLAN- CATTLE WORKING BARN

P-101 PLUMBING FIRST FLOOR PLAN - STANCHION BARN

P-102 PLUMBING FIRST FLOOR PLAN - CATTLE WORKING BARN

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING ISOMETRICS

DRAWING INDEX

SHEET

NUMBER SHEET NAME

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, LEGEND & ABBREVIATIONS

M-101 MECHANICAL FIRST FLOOR PLAN

M-601 MECHANICAL SCHEDULES & DETAILS

M-700 CONTROLS LEGEND AND NOTES

M-701 BUILDING CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS

EL101 ELECTRICAL LIGHTING PLAN - STANCHION BARN

EL102 ELECTRICAL LIGHTING PLAN - CATTLE WORKING BARN

EL601 ELECTRICAL LIGHTING SCHEDULES & DETAILS

EP101 ELECTRICAL POWER PLAN - STANCHION BARN

EP102 ELECTRICAL POWER PLAN - CATTLE WORKING BARN

EP601 ELECTRICAL POWER ONE-LINE AND DETAILS

EP602 ELECTRICAL SCHEDULES

EG101 ELECTRICAL GROUNDING AND LIGHTNING PROTECTION PLAN

EG102 ELECTRICAL EQUIPOTENTIAL GROUNDING PLAN

EG501 ELECTRICAL GROUNDING AND LIGHTNING PROTECTION DETAILS

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS LEGEND, NOTES, AND ABBREVIATIONS

T-101 TELECOMMUNICATIONS PLAN

T-601 TELECOMMUNICATIONS RISER DIAGRAM AND DETAILS

SECURITY

TY001 SECURITY LEGEND, NOTES, AND ABBREVIATIONS

TY101 SECURITY PLAN

TY501 SECURITY DETAILS

TY601 SECURITY RISER DIAGRAMS

NO. DATE BY DESCRIPTION

A 07-10-23 50% CONSTRUCTION DOCUMENTS

B 09-11-23 95% CONSTRUCTION DOCUMENTS

C 10-20-23 100% CONTRACT DOCUMENTS

ESA VISTA LN

FREDERICKSBURG RD

SCENIC HILLS RD

Q ui nl an

C re ek

KERRVILLE CITY LIMITS

BENSON DR

ALPINE DR

Quin lan

C ree k

FREDERICKSBURG RD

LESLIE DR

VETERANSH

ROY RD.

LLOYD DR

LAURA BELLE DR

1431 N

MARTIN DR

BRIAN DR

TXDOT

THURMAN STLOWRANCE DR

EASY ST

LESLIE DR

MORROW STCRIDER ST

MATHISON ST

NAS D

KERRVILLE CITY LIMITS

PETERSON DR

NEWTON ST

MAE DR

MARION DR

STADIU

M D

TENNIS ST

Kerrville Municipal

Golf Course Cyp res s C ree k

YORKTOW

N BLVD

SCENIC VALLEY RD

R at tle sn ak e

C re ek Creek

CECIL

ATKISSIO

MOTORS

PROJECT

SITE

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

E. CHAVEZ

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1" = 400'1 PROJECT LOCATION PLAN

AUSTIN

SAN ANTONIO

KERRVILLE

NO SCALE

STATE MAP

NORTH

400' 200' 0 400' 800'

10-20-2023

CATTLE

WORKING

BARN

BID

OPTION

C F

CF CF CF CF CF

CFCF

LAGOON

HAY

BARN

LAGOON

2'' W

STANCHION

BARN

6'' W

10" W

2'' W2'' W

2'' W

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

E. CHAVEZ

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1" = 20'1 CODE COMPLIANCE SITE PLAN

NORTH

1. REFER TO SHEET C-100 FOR GENERAL NOTES, ABBREVIATIONS AND LEGEND.

SHEET NOTES

EXISTING ROAD A

EXISTING FENCE

SITE WALL

BID OPTION

CONSTRUCTION

FENCE

20' 40'0

LEGEND (THIS PAGE ONLY)

350 L.F.

FIRE DEPARTMENT

ACCESS

FIRE DEPARTMENT

MAIN ENTRANCE

350L.F. 350L.F.

WATER LINE

FIRE SEPARATION DISTANCE

FIRE HOSE LENGTHS

EXIT DISCHARGE

EXISTING FIRE HYDRANT

FIRE LANE

2'' W

EXISTING FIRE

HYDRANT

20.00'

30.90'

NEW ASPHALT

ROAD

EXISTING

ASPHALT

ROAD71.08'

CONSTRUCTION

FENCE

NEW FIRE

LANE

SIGNAGE

NEW FIRE

LANE

SIGNAGE

NEW FIRE

LANE

SIGNAGE

NEW FIRE

LANE

SIGNAGE

NEW FIRE

LANE

SIGNAGE

NEW FIRE

LANE

SIGNAGE

10-20-2023

David.DeLaPaz Cross-Out

S T

O R

S -1

O .H

O O

O .H

O O

R O

D O

O R

O .H

O O

4844 SF

BARN / U

OCCUPANCY USE GROUPS

S-1

STORAGE - MEDIUM HAZARD USE 300 SF/PER 224 GSF 1 OCC.

UTILITY - AGRICULTURAL USES 300 SF/PER 5,207 GSF 18 OCC.

TOTALS: 5,431 GSF 19 OCC.

E X

EXIT PATH - 79'-0"

TRENCH DRAIN

FE FE

EXIT PATH - 90'-0"

32"

33"

2.0"

32"

69"

2.0"

APPLICABLE CODES & STANDARDS

CITY OF KERRVILLE*:

2018 INTERNATIONAL BUILDING CODE (IBC) & LOCAL AMENDMENTS

2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) & LOCAL AMENDMENTS

2018 INTERNATIONAL FIRE CODE (IFC)

2018 INTERNATIONAL FUEL GAS CODE (IFGC) & LOCAL AMENDMENTS

2018 INTERNATIONAL MECHANICAL CODE (IMC) & LOCAL AMENDMENTS

2018 INTERNATIONAL PLUMBING CODE (IPC) & LOCAL AMENDMENTS

2017 NFPA-70 - NATIONAL ELECTRICAL CODE (NEC) & LOCAL AMENDMENTS

* NOTE: CODES PRESENTLY ADOPTED BY CITY OF KERRVILLE ARE BASED ON 2006 AND

2008 EDITIONS. CITY OFFICIALS HAVE REPORTED THAT CURRENT EDITIONS (2017,

2018, ETC.) ARE SCHEDULED TO BE ADOPTED BY THE CITY IN BY 2020.

STATE OF TEXAS:

2012 TEXAS ACCESSIBILITY STANDARDS

ADDITIONAL USDA-ARS REQUIRED CODES & STANDARDS:

AMERICANS WITH DISABILITIES ACT (ACT)

ARCHITECTURAL BARRIERS ACT (ABA)

2012 ANSI-Z9.5 - LABORATORY VENTILATION

2014 ANSI Z358.1 - EMERGENCY EYEWASH & SHOWER EQUIPMENT

2018 NATIONAL STANDARD PLUMBING CODE (NSPC)

2018 NFPA-1 - NATIONAL FIRE CODE

2018 NFPA-4 - INTEGRATED FIRE PROTECTION & LIFE SAFETY SYSTEMS

2018 NFPA-10 - PORTABLE FIRE EXTINGUISHERS

2019 NFPA-13 - SPRINKLER SYSTEMS

2019 NFPA-24 - PRIVATE FIRE SERVICE MAINS & APPURTENANCES

2018 NFPA-30 - FLAMMABLE & COMBUSTIBLE LIQUIDS CODE

2019 NFPA-45 - FIRE PROTECTION FOR LABORATORIES

2018 NFPA-54 - NATIONAL FUEL GAS CODE [ANSI-Z223.1]

2020 NFPA-55 - COMPRESSED GASES AND CRYOGENIC FLUIDS

2019 NFPA-72 - NATIONAL FIRE ALARM & SIGNALING CODE

2019 NFPA-80 - FIRE DOORS AND OTHER OPENING PROTECTIVES

2018 NFPA-90A - AIR CONDITIONING & VENTILATION SYSTEMS

2018 NFPA-101 - LIFE SAFETY CODE (FOR EGRESS DOOR LOCKS)

2019 NFPA-110 - EMERGENCY & STANDBY POWER SYSTEMS

2019 NFPA-150 - FIRE & LIFE SAFETY IN ANIMAL FACILITIES

2007 NFPA-704 - IDENTIFICATION OF HAZARDS OF MATERIALS FOR

EMERGENCY RESPONSE

2020 NFPA-731 - INSTALLATION OF ELECTRONIC PREMISES SECURITY

2020 NFPA-780 - LIGHTNING PROTECTION SYSTEMS

V1.4 GREEN BUILDING INSTITUTE (GBI) - GREEN GLOBES

BUILDING SUMMARY

NON-SEPARATED MIXED USE, SINGLE-STORY BUILDINGS, SLAB-ON-GRADE AND PRE-

ENGINEERED STEEL-FRAMED STRUCTURE.

USE & OCCUPANCY (IBC-303, 304, 311, 508.2)

• USE GROUP 'S-1' STORAGE (ACCESSORY USE <10% TOTAL AREA)

• USE GROUP 'U' UTILITY / AGRICULTURAL (IBC RESTRICTIVE USE)

ANIMAL CATEGORY 7A (NFPA-150)

CONSTRUCTION TYPE: II-B (IBC TABLE 601) II-000 (NFPA)

STRUCTURAL FRAME 0 HR

BEARING WALLS 0 HR

NON-BEARING WALLS 0 HR

FLOOR CONSTRUCTION NA

ROOF CONSTRUCTION 0 HR

EXTERIOR WALLS NOT RATED FOR SEPARATION >30' (IBC TABLE 602)

ALLOWABLE HEIGHT: 55-FT (IBC TABLE 504.3, USE 'U')

ACTUAL MAX HEIGHT: 20'-4"

ALLOWABLE STORIES: 2 (IBC TABLE 504.4, USE 'U')

ACTUAL STORIES: 1

ALLOWABLE FLOOR AREA: 8,500 GSF (IBC TABLE 506.2, USE 'U')

(ALLOWANCE INCREASES NOT USED)

ACTUAL MAX FLOOR AREA: 5,431 GSF

USE SEPARATION BETWEEN 'S' AND 'U' NOT REQUIRED; MOST RESTRICTIVE

USE/OCCUPANCY CONDITIONS APPLIED. (IBC 508.3.1)

INTERIOR REQUIREMENTS

COMBUSTIBLE MATERIALS IN CONCEALED SPACES ARE ALLOWED WHEN:

• BLOCKING (IBC-603.1.14)

• NAILING & FURRING STRIPS (IBC-603.1.18)

• EXPOSED IN PLENUMS AND COMPLYING WITH THE I.M.C.-602 (IBC-718.5.2)

• CLASS 'A' INTERIOR FINISHES (IBC-718.5.3)

• PIPING INSTALLED PER THE I.M.C. AND I.P.C. (IBC-718.5.5)

CONCEALED INSULATION MATERIALS (IBC-720.2):

• FLAME SPREAD <25

• SMOKE-INDEX <450

MINIMUM INTERIOR FINISH CLASS (IBC TABLE 803.13)

CORRIDORS ROOMS

• USE GROUP 'S' C C

• USE GROUP 'U' NO RESTRICTIONS

CLASS B: FLAME SPREAD 26-75 SMOKE INDEX 0-450

CLASS C: FLAME SPREAD 76-200 SMOKE INDEX 0-450

FIRE EXTINGUISHERS ARE REQUIRED FOR BUILDING AND ARE PROVIDED PER

NFPA-10.

ORIDINARY HAZARDS: MIN. RATING "2-A" PER EXTINGUISHER

MAX. AREA PER 'A' 1,500 SF

MAX. AREA PER F.E. 11,250

MAX. TRAVEL DIST. 75 FT

EGRESS REQUIREMENTS

EGRESS SIZES -- DOORS, ETC.: 0.20" PER OCC. (IBC-1005.3.2)

MAX. TRAVEL DISTANCES (IBC TABLES 1006.2.1 & 1017.2)

'S-1' USE: 100 FT COMMON PATH 200 FT TOTAL TRAVEL

'U' USE: 75 FT COMMONG PATH 300 FT TOTAL TRAVEL

DOORS WITH SECURITY CONTROL ALWAYS ALLOW FREE EGRESS VIA THE

MECHANICAL DOOR HARDWARE.

FIXTURE REQUIREMENTS

USE 'U' DOES NOT REQUIRE PLUMBING FIXTURES.

BUILDING IS OCCUPIED ONLY DURING WORK ON ANIMALS. OCCUPANTS HAVE

OFFICES, FACILITIES AVAILABLE ELSEWHERE ON CAMPUS (AND ARE COUNTED

THERE AS WELL).

EXIT

EXIT SIGN; REFER TO ELECTRICAL

DRAWINGS

DOOR EGRESS TAGS:

OCCUPANTS EXITING

CALCULATED EGRESS WIDTH REQUIRED

WIDTH PROVIDED

COMPONENT MINIMUM WIDTH REQUIRED32"

34"

29.6"

EXIT PATH

COMMON PATH OF TRAVEL

FIRE EXTINGUISHER (SURFACE)

LIFE SAFETY LEGEND

ASHRAE 90.1 2013 SUMMARY

NON-SEPARATED MIXED USE, SINGLE-STORY BUILDINGS, SLAB-ON-GRADE AND PRE-ENGINEERED

STEEL-FRAMED STRUCTURE.

COMPLIANCE:

THE BUILDING ENVELOPE SHALL COMPLY WITH SECTION 5.1, 5.4, 5.7, 5.8, AND INSTALLATION

REQUIREMENTS AND SECTION 5.5

CLIMATE ZONE:

KERR COUNTY IS WITHIN CLIMATE ZONE 3A

PRESCRIPTIVE BUILDING ENVELOPE OPTION

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 3 (A,B,C) (TABLE 5.5-3)

NONRESIDENTIAL SEMIHEATED

ROOF ASSEMBLY MAX. / MIN. R-VALUE ASSEMBLY MAX. / MIN. R-VALUE

METAL BUILDING U-0.041 R-10 + R-19 FC U-0.096 R-16

PROVIDED: U-0.0223 R-44.84 N/A N/A

WALL ASSEMBLY MAX. / MIN. R-VALUE ASSEMBLY MAX. / MIN. R-VALUE

METAL BUILDING U-0.094 R-0 + R-9.8 C.I. U-0.162 R-13

PROVIDED: U-0.0328 R-30.49 N/A N/A

WALL, BELOW GRADE ASSEMBLY MAX. / MIN. R-VALUE ASSEMBLY MAX. / MIN. R-VALUE

BELOW-GRADE WALL NR NR

SLAB-ON-GRADE FLOORS ASSEMBLY MAX. / MIN. R-VALUE ASSEMBLY MAX. / MIN. R-VALUE

UNHEATED F-0.730 NR NR

PROVIDED: F-0.71

OPAQUE DOORS ASSEMBLY MAX. R-VALUE ASSEMBLY MAX. R-VALUE

SWINGING U-0.700 U-0.700

PROVIDED: U-0.700 N/A

VERTICAL FENESTRATION ASSEMBLY MAX U. / ASSEMBLY MAX. SHGC / ASSEMBLY MIN. VT/SHGC

FIXED 0.42 0.25 1.10

PROVIDED (VITRO): 0.28 0.16 1.18

AIR BARRIER DESIGN (5.4.3.1.1)

AIR BARRIER INTEGRATED PER INSULATED METAL PANEL MRF. JOINTS, INTERCONNECTIONS, AND

PENETRATIONS OF INSULATED PANEL ARE DETAILED ON WALL SECTIONS AND DETAIL SHEETS.

CONTINOUS AIR BARRIER EXTENDS OVER ALL OVER SURFACES OF THE BUILDING ENVELOPE.

DESIGNED TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT, AND

MECHANICAL VENTILATION. PER APPENDIX G, WHOLE-BUILDING LEAKAGE TEST NOT REQUIRED AS THIS ESTABLISHES A METHOD FOR GAINING CREDIT FOR BUILDINGS THAT UNDERGO THE WHOLE

BUILDING TEST.

ACCEPTABLE MATERIALS AND ASSEMBLIES (5.4.3.1.3)

CONTINOUS AIR BARRER MATERIALS AND ASSEMBLIES FOR THE OPAQUE BUILDING ENVELOPE

COMPLY WITH REQUIREMENT (a.); REFER TO DETAILS.

FENESTRATION AND DOORS (5.4.3.2)

AIR LEAKAGE FOR FENESTRATION AND DOORS SHALL BE DETERMINED BY A LABORATORY

ACCREDITED THIRD PARTY BY A NATIONALLY RECOGNIZED ACCREDITATION ORGANIZATION, SUCH AS

NATIONAL FENESTRATION RATING COUNCIL PROVIDED BY MANUFACTURER.

VESTIBULES (5.4.3.4)

NOT APPLICABLE PER EXCEPTION (5.4.3.4)(5.) BUILDING ENTRANCES IN BUILDINGS THAT ARE LOCATED IN CLIMATE ZONE 3, LESS THAN FOUR STORIES ABOVE GRADE, AND LESS THAN 10,000 SF IN GROSS

CONDITIONED FLOOR AREA.

OPAQUE AREAS (5.5.3)

ALL OPAQUE WALL AND ROOF AREAS COMPLY WITH METHOD (a.) MINIMUM RATED R-VALUE OF INSULATION FOR THE THERMAL RESISTANCE OF THE ADDED INSULATION IN FRAMING CAVITIES AND

CONTINOUS INSULATION ONLY. REFER TO BUILDING ENVELOPE REQUIREMENTS TABLE ABOVE.

ROOF SOLAR REFLECTANCE AND THERMAL EMITTANCE (5.5.3.1.1)

NOT APPLICABLE PER EXCEPTION (5.5.3.1.1)(5.) OF HAVING A LOW-SLOPED METAL BUILDING ROOF

(3:12) IN CLIMATE 3.

SUBMITTALS (5.7)

AHJ MAY REQUIRE SUBMITTAL ON COMPLIANCE IN ACCORDANCE WITH 4.2.2

4.2.2.1 CONSTRUCTION DETAILS

4.2.2.2 SUPPLEMENTAL INFORMATION

4.2.2.3 MANUALS

SUBSTANTIAL CONTACT (5.8.1.5)

CONTRACTOR SHALL INSTALL INSULATION IN A PERMANENT MANNER IN SUBSTANTIAL CONTACT WITH

THE INSIDE SURFACE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS FOR THE

FRAMING SYSTEM USED.

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research

Agricultural

Service

J. DELAY

K. LOHMEYER

C. MATHER

DR. WURZBERGER

D. DE LA PAZ

10-20-23

F. DE LUNA

S. HELGREN

CODE PLANS G-102

119927.02

1/8" = 1'-0"1

LIFE SAFETY PLAN

NORTH

0 2' 4' 8' 16'

NO. DATE BY DESCRIPTION

A 07-10-23 50% CONSTRUCTION DOCUMENTS

B 09-11-23 95% CONSTRUCTION DOCUMENTS

C 10-20-23 100% CONTRACT DOCUMENTS

Storage is not required and 187 SF area should be open to the barn

David.DeLaPaz Cross-Out

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1" = 60'1 TOPOGRAPHICAL SURVEY

NORTH

60' 30' 0 60' 120'

FOR REFERENCE ONLY

GENERAL NOTES ABBREVIATIONS

NOTE: ABBREVIATIONS MAY OR MAY NOT HAVE PERIOD (.) SEPARATORS.

ABBREV ABBREVIATIONS

AC AC UNIT

(AIP) ABANDONED IN PLACE

ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS

B### BUILDING NUMBER

B-B BACK TO BACK

BP BORE PIT

BVCS BEGINING VERTICAL CURVE STATION

C-C CENTER TO CENTER

C/O CLEANOUT

CONST CONSTRUCTION

COR CORNER

CPAD CNR CONCRETE PAD CORNER

DEMO DEMOLITION

DIA DIAMETER

DYC DOUBLE YARD CLEANOUT

ELEC ELECTRICAL

ELEV. ELEVATION

EDG PAVE EDGE OF PAVEMENT

EDG SDWK EDGE OF SIDEWALK

EISA ENERGY INDEPENDENCE AND SECURITY ACT

EOA EDGE OF ASPHALT

EOCT END OF CURB TERMINAL

EVCS END VERTICAL CURVE STATION

FACP FIRE ALARM CONTROL PANEL

FDC FIRE DEPARTMENT CONNECTION

FF FINISH FLOOR

FH FIRE HYDRANT

FL FLOW LINE

(GIS) GEOGRAPHIC INFORMATION SYSTEM

ID INSIDE DIAMETER

INV. INVERT

LVC LENGTH OF VERTICAL CURVE

MAX. MAXIMUM

MIN MINIMUM

MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

N/A NOT APPLICABLE

(NIC) NOT IN CONTRACT

NO. OR # NUMBER

OD OUTSIDE DIAMETER

OC ON CENTER

OCEW ON CENTER EACH WAY

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

POV PRIVATELY OWNED VEHICLES

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVI POINT OF VERTICAL INTERSECTION

PVMT MRKG PAVEMENT MARKING

R/D ROOF DRAIN

RE: REFERENCE

SDWLK SIDEWALK

SQ SQUARE

TBC TOP BACK OF CURB

TOG TOP OF GRADE

TS TEST STATION

TV TOP OF VALVE

TW TOP OF WALL

TYP TYPICAL

VC VALVE COVER

W/R WATER RISER

YCO YARD CLEANOUT

DYC

YCO

2'' W

LEGEND

EXISTING SANITARY SEWER LINE

NEW SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING WATER LINE

NEW WATER LINE

EXISTING NATURAL GAS LINE

NEW NATURAL GAS LINE

EXISTING STORM DRAIN MANHOLE

EXISTING CURB INLET

EXISTING SURFACE INLET

EXISTING STORM DRAIN MANHOLE

EXISTING SANITARY SEWER MANHOLE

EXISTING CLEANOUT

YARD CLEANOUT

DOUBLE YARD CLEANOUT

EXISTING GAS VALVE

EXISTING GAS METER

EXISTING WATER VALVE

EXISTING WATER METER

EXISTING WATER FAUCET

EXISTING VALVE AND BOX

NEW VALVE AND BOX

REDUCER

EXISTING FIRE HYDRANT

GAS REGULATOR/METER

EXISTING CONTOUR

NEW CONTOUR

EXISTING CHAIN LINK FENCE

EXISTING PENNING FENCE

CONSTRUCTION FENCE

NEW PENNING FENCE

EXISTING TELEPHONE

NEW COMMUNICATIONS LINE

EXISTING OVERHEAD ELECTRICAL

NEW UNDERGROUND ELECTRIC LINE

EXISTING FIBER OPTIC

EXISTING GUARD POST

EXISTING TREE

EXISTING SHRUB

EXISTING SIGN

SURVEY CONTROL DATA

SILT FENCE

ROCK BERM

STABILIZED ENTRANCE

DIRECTION OF FLOW

DEMOLISH BUILDING AS NOTED ON PLANS

DEMOLISH ASPHALT PAVEMENT

DEMOLISH CONCRETE CURB AND GUTTER

DEMOLISH CONCRETE SIDEWALK

DEMOLISH FENCE

DEMOLISH PENNING FENCE

DEMOLISH TREES

DEMOLISH UTILITY LINE (TYPE AS NOTED)

NEW BUILDING OUTLINE

NEW ASPHALT PAVEMENT

CONCRETE SIDEWALK

1. VERIFY CONDITIONS AND DIMENSIONS RELATING TO THE PROJECT BEFORE COMMENCING WITH

THE WORK.

2. PROMPTLY NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES AND/OR CONDITIONS

WHICH PREVENT FULFILLING THE TERMS OF THE CONTRACT.

3. ITEMS AND MATERIALS TO BE REMOVED SHALL BE DONE IN SUCH A MANNER AS TO PREVENT DAMAGES TO ITEMS AND MATERIALS THAT REMAIN. SUCH DAMAGES SHALL BE REPAIRED TO THE

SATISFACTION OF THE CONTRACTING OFFICER AND AT NO ADDITIONAL COST TO THE

GOVERNMENT.

4. WASTE MATERIALS SHALL BE PROMPTLY REMOVED AND DISPOSED OF OUTSIDE THE LIMITS OF

GOVERNMENT PROPERTY.

5. THE WORD "REPLACE" MEANS TO REMOVE EXISTING WORK AND PROVIDE NEW WORK AS

DETAILED OR NOTED ON THE DRAWINGS.

6. WORK INDICATED SHALL BE "NEW" WORK UNLESS OTHERWISE INDICATED "EXISTING" OR "EXIST".

7. COORDINATE ACTIVITIES WITH THE CONTRACTING OFFICER DURING CONSTRUCTION. PROVIDE A MINIMUM 14-DAY WRITTEN NOTICE TO THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO

COMMENCING WORK.

8. NOTIFY THE CONTRACTING OFFICER AND THE PROJECT ENGINEER IN WRITING AT LEAST 14 DAYS

BEFORE ANY UTILITY OUTAGE OR ROAD CLOSURE.

9. STOW ALL FLAMMABLE MATERIALS IN ACCORDANCE WITH EM 385-1-1, 2014, SECTION 9 OF THE

U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EXCEPT

FLAMMABLE LIQUIDS SHALL NOT BE STORED ON SITE UNLESS IN AN APPROVED FLAMMABLE

STORAGE LOCKER PER NFPA AND 29 CFR 1910.

10. HAVE ON HAND ALL SAFETY DATA SHEETS BEFORE THE MATERIALS ARE BROUGHT ON TO THE

PROJECT SITE. AT LEAST TWO COPIES OF EACH MSDS SHALL BE FURNISHED TO THE

CONTRACTING OFFICER'S REPRESENTATIVE.

11. OBTAIN ALL REQUIRED FEDERAL, STATE & LOCAL PERMITS REQUIRED FOR THIS PROJECT AT NO

ADDITIONAL COST TO GOVERNMENT. PROVIDE EROSION CONTROL BEST MANAGEMENT

PRACTICES (BMPs).

12. VISITORS AND STAFF SHALL BE PROTECTED FROM VAPORS AND HEALTH EFFECTS OF PRODUCTS

BEING USED AND/OR REMOVED.

13. COMPLY WITH THE REQUIREMENTS OF NFPA 241 FOR FIRE PREVENTION DURING CONSTRUCTION.

14. DRAINAGE AND DEWATERING: ALL EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE AND

THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS

WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. CONTRACTOR SHALL PROVIDE DRAINAGE AND

DEWATERING AS REQUIRED TO ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED

WITH THE SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND

BACKFILLED. REMOVAL OF SURFACE WATER, GROUNDWATER AND ANY PERCHED WATER

CONDITIONS, WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE ACCOMPLISHED

BY APPROVED MEANS. REFER TO SPECIFICATION 31 00 00 EARTHWORK FOR ADDITIONAL

REQUIREMENTS.

15. REFER TO MUTCD FIGURE 2A-1 FOR TYPICAL INSTALLATION OF SIGNS, LATERAL LOCATIONS AND

TYPICAL HEIGHTS. ENSURE A MINIMUM OF 6'-0" FROM ANY ROADSIDE OBSTRUCTIONS.

16. CONDITIONS DEPICTED ON THE PLANS ARE WHAT WAS PRESENT AT THE TIME OF SURVEY.

OTHER FEATURES MAY HAVE EXISTED IN THE PAST. IF CONCRETE FOUNDATIONS NOT INDICATED

TO BE REMOVED IN THE DEMO PLANS ARE ENCOUNTERED STOP WORK AND NOTIFY THE

CONTRACTING OFFICER.

17. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF PRIVATE AND PUBLIC UTILITIES, UNLESS

NOTED AS "BY OTHER'S."

18. CONTRACTOR TO SELECT SEEDING OR SODDING AS APPROPRIATE TO THEIR SOIL STABILIZATION

AND CONSTRUCTION SCHEDULE REQUIREMENTS. STABILIZATION MUST MEET REQUIREMENTS OF

TXR150000.

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

E. CHAVEZ

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

C F

CF CF CF CF CF

CFCF

HAY

BARN

LAGOON

OLD

BARN

3/ 4"

6'' W

10" W

3" G

2'' W2'' W

2'' W

8'' SS

6'' S S

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

E. CHAVEZ

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

EXISTING FENCE

TO REMIAN

1. REFER TO SHEET C-100 FOR GENERAL NOTES, ABBREVIATIONS AND LEGEND.

2. SMALLER TREES NOT SHOWN FOR CLARITY. ANY TREES IN THE AREA OF CONSTRUCTION SHALL BE

REMOVED.

3. LOCATION OF SEPTIC TANKS ARE APPROXIMATE. DEMOLITION OF SEPTIC TANKS SHALL BE DONE

PRIOR TO DEMOLITION PHASE.

4. CONTRACTOR TO COORDINATE ALL EXISTING STRUCTURES THAT ARE TO REMAIN TO MAINTAIN

OPERATION OF ALL REQUIRED UTILITIES.

SHEET NOTES

REMOVE

EXISTING

TREES (NIC)

REMOVE

EXISTING

TREES

(NIC)

REMOVE EXISTING

PAVEMENT (NIC)

REMOVE EXISTING

BARN (NIC)

DEMO EXISTING

BUILDING (NIC)

REMOVE EXISTING GAS RISER

CUT AND CAP LINE AT MAIN (NIC)

REMOVE EXISTING

WATER LINE CUT

AND CAP (NIC)

REMOVE

EXISTING

TREES (NIC)

1" = 20'1 DEMOLITION SITE PLAN

NORTH

20' 40'0

REMOVE EXISTING

PAVEMENT (NIC)

CONSTRUCTION

FENCE

CONSTRUCTION

FENCE

REMOVE EXISTING

HITCHING POSTS (NIC)

REMOVE AND

RELOCATE

EXISTING FENCE

BY OWNER (NIC)

REMOVE AND

RELOCATE

EXISTING FENCE

BY OWNER (NIC)

10-20-2023

David.DeLaPaz Cross-Out

STANCHION

BARN

CATTLE

WORKING

BARN

BID

OPTION

C F

CF CF CF CF CF

CFCF

LAGOON

HAY

BARN

LAGOON

CONTROL DATA SCHEDULE

POINT #

NORTHING

13939790.24

13939784.75

13939689.21

13939694.71

13939672.00

13939664.15

13939592.50

13939600.35

13939812.34

13939806.38

13939710.79

13939709.10

13939772.29

13939813.26

EASTING

1933483.14

1933538.87

1933529.45

1933473.72

1933459.43

1933539.04

1933531.98

1933452.37

1933432.75

1933433.80

1933421.01

1933433.68

1933442.83

1933434.53

DESCRIPTION

COLUMN GRID 1, B

COLUMN GRID 1, C

COLUMN GRID 5, C

COLUMN GRID 5, B

COLUMN GRID 6, A

COLUMN GRID 6, B.5

COLUMN GRID 9, B.5

COLUMN GRID 9, A

EOA COR

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

E. CHAVEZ

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1" = 20'1 SITE PLAN

NORTH

1. REFER TO SHEET C-100 FOR GENERAL NOTES, ABBREVIATIONS AND LEGEND.

2. REFER TO SHEETS GC101 THRU GC107 FOR SITE PHASING PLANS FOR SEQUENCING OF WORK.

3. REFER TO SHEET CS102B FOR CONTROL DATA SECHEDULE.

SHEET NOTES

ROAD A

EXISTING FENCE

SITE WALL BID

OPTION

CONSTRUCTION

FENCE

20' 40'0

NEW ASPHALT

ROAD

FENCE TO BE

RELOCATED

BY OWNER

FENCE TO BE

RELOCATED

BY OWNER

PROVIDE 2' WIDE

ASPHALT

PAVEMENT

PIPE GUARDS

(TYP) 6

CS501

CS101SITE PLAN

STRICTURAL FOUNDATION

CONNECTION STANCHION BARN

AND CATTLE WORKING BARN

CS501

20.00'

10-20-2023

New Asphalt will not be required

Construction fencing not required

David.DeLaPaz Cross-Out

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

E. CHAVEZ

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1/2" = 1'-0"1 ROAD PAVEMENT SECTION

6" LIME-STABILIZED SUBGRADE COMPACTED TO AT LEAST

95% OF MAXIMUM LABORATORY DENSITY (ASTM D 1557)

10" AGGREGATE-BASE COURSE COMPACTED TO AT LEAST

95% OF MAXIMUM LABORATORY DENSITY (ASTM D 1557)

12'-9"

20'-0"

7'-3"

3" HOT-MIX SURFACE

COURSE

6" RAW SUBGRADE COMPACTED TO AT LEAST 95%

OF MAXIMUM LABORATORY DENSITY (ASTM D 1557)

3'-0"

PRIME COAT

2' 1' 0 2' 4'

N.T.S.2 JUNCTURE OF NEW AND EXISTING FLEXIBLE PAVEMENT

2'-0"

6" 6"

NEW HOT-MIX

SURFACE COURSE PRIME COAT

EDGE OF EXISTING

BITUMINOUS PAVEMENT

6" SAW CUT AND TACK COAT

EXISTING BITUMINOUS

PAVEMENT

REMOVE EXISTING

MATERIAL

EXISTING

UNDERLYING

MATERIAL

RAW SUBGRADE COMPACTED TO AT LEAST

90% OF MAXIMUM LABORATORY DENSITY

(ASTM D 1557)

LIME-STABILIZED SUBGRADE COMPACTED

TO AT LEAST 95% OF MAXIMUM

LABORATORY DENSITY (ASTM D 1557)

AGGREGATE-BASE COURSE COMPACTED TO AT

LEAST 95% OF MAXIMUM LABORATORY DENSITY

(ASTM D 1557)

EXISTING BITUMINOUS

PAVEMENT

NOTES

1. TRANSVERSE CONSTRUCTION JOINT SHALL BE INSTALLED AT THE END OF

EACH DAY'S PAVING OPERATION AND OTHER POINTS WITHIN A PAVING LANE

WHERE THE PLACING OF CONCRETE IS DISCONTINUED A SUFFICIENT

LENGTH OF TIME FOR THE CONCRETE TO START TO SET.

2. FOR DETAILED TREATMENT OF DOWELS, RE: SPECIFICATIONS.

3. MAXIMUM DENSITY IS TO BE DETERMINED IN ACCORDANCE TO ASTM D 1557.

4. FOR A TRANSVERSE CONSTRUCTION JOINT AT A LOCATION OTHER THAN A

REGULARLY SCHEDULED CONTRACTION JOINT:

A. THE REINFORCEMENT SHALL BE CARRIED THROUGH THE JOINT.

B. DOWELS SHALL NOT BE PAINTED OR OILED.

C. NO GROOVE OR JOINT SEAL NEEDS TO BE PROVIDED.

3/4" ± 1/8"

1 1/4" ± 1/8"

1/8"

NON-EXTRUDING

JOINT FILLER

3/4" MIN.

THICKNESS

EXPANSION JOINTS

JOINT

SEALANT

N.T.S.4 JOINT SEALANT DETAIL

U T

PLAN

SEE

LAYOUT

U T

LONGER RUN

OF SIDEWALK

1/2" PREMOLDED EXPANSION

JOINT FILLER SHALL BE PLACED

PARALLEL WITH THE LONGER

RUN OF SIDEWALK

CONTRACTION JOINTS

3'-0"

3' -0

CONTRACTION

JOINTS

1/2" PREMOLDED EXPANSION

JOINT FILLER

3' -0

3'-0"

1/8"

1/8" R

3/4"

1 1/4"

6" RAW SUBGRADE COMPACTED TO

AT LEAST 90% OF MAXIMUM

LABORATORY DENSITY (ASTM D 1557)

4" AGGREGATE-BASE COURSE COMPACTED

TO AT LEAST 100% OF MAXIMUM

LABORATORY DENSITY (ASTM D 1557)

6" x 6" W2.9 x W2.9 WELDED WIRE MESH

6" 4"

4"2"

AS REQUIRED

TEE INTERSECTION

SECTION

EXPANSION JOINTCONTRACTION JOINT

ELL INTERSECTION

PREMOLDED

EXPANSION

JOINT FILLER

60' O.C.

MAXIMUM

JOINT SEALANT

MAX. SPACING

5'-0"

N.T.S.5

N.T.S.3 SIDEWALK DETAILS

CONCRETE SIDEWALK INTERSECTION DETAILS

CONCRETE CAP

PAINT PIPE GUARD LIGHT TAN (FS 27769)

WITH 4" WIDE WHITE REFLECTIVE TAPE

4" FROM TOP

6" DIAMETER PIPE FILL SOLID WITH

CONCRETE

FINISH GRADE

3000 PSI CONCRETE

FOOTING

NOTE

PIPE GUARD SPACING SHALL NOT BE MORE THAN 4'-0" APART.

1'-8"

6" 4'

-0

4' -0

N.T.S.6 PIPE GUARD DETAILS

EXISTING FINISH

GRADE

FINISH

GRADE

TACK COAT TACK COAT

PAVEMENT

JUNCTURE

CS501

PLAN

SEE

LAYOUT

T.O. WALL EL. - SEE PLAN

GRADE EL. VARIES -

SEE PLAN

0.67'

3.25'

- M

. H

G H

4' -0

3" CLR.

COVER

N.T.S.7 TYPICAL SITE WALL DETAIL

#4 @ 12" O.C.

HORIZ.

#5 @ 12"

O.C. VERT.

#5 x 1'-3" W/ 1-#5

CONTINUOUS

@ 12" O.C.

#5 @ 12" O.C.

5-#4 TOP & BOTTOM

CONTINUOUS

#5 @ 12" O.C.

HAY

BARN

LAGOON

STANCHION

BARN

C F

CF CF CF CF CF

CFCF

1782 1781

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

E. CHAVEZ

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1" = 20'1 GRADING PLAN

NORTH

EXISTING ROAD A

20' 40'0

FF=1777.75

LAGOON

SILT FENCE, RE: 1

CG501

HAY

BARN

LAGOON

STANCHION

BARN

CATTLE

WORKING

BARN

BID

OPTION

C F

CF CF CF CF CF

CFCF

177317701768

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

E. CHAVEZ

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1" = 20'1 GRADING PLAN - BID OPTION

NORTH

EXISTING ROAD A

SITE WALL

BID OPTION

20' 40'0

FF=1777.75

TOP OF WALL=1782.00

BOTTOM OF WALL =1778.00

TOP OF WALL=1781.00

BOTTOM OF WALL =1778.00

1777.25 1777.73

GRATE=1776.75

LAGOON

SILT FENCE, RE: 1

CG501

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

E. CHAVEZ

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1. COORDINATE SWPPP WORK ACTIVITIES WITH OTHER GENERAL CONTRACTORS WORKING IN THE

AREA AS WORK WILL BE OCCURRING CONCURRENTLY.

2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCES AS SHOWN ON THE PLANS.

3. INSTALL SILT FENCES AS SHOWN ON THE PLANS AND WHEREVER STORM WATER COLLECTS OR EXITS THE PROJECT. INSTALL ROCK BERM DIKES AT ALL CURB INLETS AS SHOWN ON THE PLANS.

4. BACKFILL UTILITY TRENCHES IN A TIMELY MANNER TO MINIMIZE EROSION.

5. SOIL STOCKPILES LEFT OVER A PERIOD OF SEVEN DAYS SHALL BE COVERED WITH SOIL

RETENTION BLANKETS AND SILT FENCE SHALL BE ERECTED AROUND THE PERIMETER OF

STOCKPILE MATERIAL.

6. FINAL STABILIZATION IS ACCOMPLISHED WHEN VEGETATION AT THE DISTURBED AREAS HAS

ACHIEVED 70% OF THE BACKGROUND NATIVE VEGETATION.

7. WHEN THE PROJECT AREA HAS STABILIZED AND ALL CONSTRUCTION IS COMPLETED AND

ACCEPTED, REMOVE ALL CONTROLS.

8. REFERENCE SPECIFICATION SECTION 01356-BASIC STORM WATER POLLUTION PREVENTION PLAN

FOR REQUIREMENTS.

9. PROVIDE STRUCTURAL DETAILS NO. 2 OR NO. 5 AT EXISTING STORM GRATES IN PROXIMITY OF THE

DEMOLITION AND / OR CONSTRUCTION SITES.

GENERAL STORM WATER NOTES

DURING INSERTION-

DISRUPTED SOIL

AFTER COMPACTION-

NO WASHOUTS

NOTES

1. SILT FENCE SHALL BE INSTALLED USING A NARROW CUSTOM-SHAPED BLADE AT LEAST 10 INCHES PENETRATED INTO THE GROUND AND SIMULTANEOUSLY PULLING SILT FENCE FABRIC INTO THE OPENING CREATED AS THE BLADE IS PILLED THROUGH THE GROUND. AFTER INSTALLING THE FABRIC. THE DISRUPTED SOIL SHALL BE COMPACTED ON BOTH SIDES OF FABRIC.

2. INSTALL SILT FENCE ACROSS EXISTING DRAINAGE AT LOCATIONS SHOWN. MAINTAIN THE SILT FENCE FOR THE DURATION OF THE PROJECT.

3. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED AT A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE.

POST SHALL BE EMBEDDED A MINIMUM OF 12 INCHES.

4. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWN SLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT BE TREATED (E.G. IN PAVEMENT), WEIGHT FABRIC

FLAP WITH WASHED GRAVEL ON UPHILL SIDE TO PREVENT FLOW UNDER FENCE.

5. SILT FENCE SHALL BE SECURELY FASTENED TO EACH STEEL SUPPORT POSTS OR TO WOVEN WIRE, WHICH IS IN TURN ATTACHED TO THE

STEEL FENCE POST.

6. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS

NEEDED.

7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6" INCHES. THE SILT SHALL BE DISPOSED OF AT AN APPROVED

SITE AND IN SUCH A MANNER SO AS NOT TO CONTRIBUTE TO ADDITIONAL SILTATION.

8. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR

DRAINAGE.

NOTE:

NO MORE THAN 24" OF A 36" FABRIC IS ALLOWED ABOVE GROUND.

100% COMPACTION100% COMPACTION

POST DEPTH:

AS MUCH BELOW GROUND

AS FABRIC ABOVE GROUND

POST SPACING:

7' MAX. ON OPEN RUNS.

4' MAX. ON POOLING AREAS.

DRIVE OVER EACH SIDE OF

SILT FENCE 2 TO 4 TIMES

WITH DEVICE EXERTING 60

P.S.I. OR GREATER

ATTACH FABRIC TO UPSTREAM

SIDE OF POST

PONDING HEIGHT: MAX. 24"

R T

STATIC SLICING

SUPPORT POST DETAIL

N.T.S.1 SILT FENCE DETAILS

BARN

CATTLE

WORKING

BARN

BID

OPTION

LAGOON

HAY

BARN

LAGOON

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

E. CHAVEZ

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1" = 20'1 PAVING PLAN

NORTH

1. REFER TO SHEET C-100 FOR GENERAL NOTES, ABBREVIATIONS AND LEGEND.

SHEET NOTES

EXISTING ROAD A

EXISTING FENCE

RETAINING WALL

ALTERNATE

20' 40'0

NEW ASPHALT

PAVEMENT

CS501

PROVIDE 2' WIDE

ASPHALT

PAVEMENT

CS501

CONCRETE

SIDEWALK

NEW ASPHALT

PAVEMENT

10-20-2023

David.DeLaPaz Cross-Out

BARN

CATTLE

WORKING

BARN

BID

OPTION

C F

CF CF CF CF CF

CFCF

LAGOON

HAY

BARN

LAGOON

6'' SS

G 3/4"

2'' W

G 3/4"

G 3/ 4"

2'' W

3/ 4"

6'' W

10" W

3" G

2'' W2'' W

2'' W

8'' SS

6'' S S

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

E. CHAVEZ

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1" = 20'1 UTILITY SITE PLAN

NORTH

ROAD A

1. REFER TO SHEET C-100 FOR GENERAL NOTES, ABBREVIATIONS AND LEGEND.

2. FOR ELECTRICAL AND TELECOM SITE WORK REFER TO SHEETS ES100 THRU ES501 AND TS100

THRU TS103.

SHEET NOTES

3/4" WELL

WATER LINE

BID OPTION

20' 40'0

2" WELL

WATER LINE

REDUCER

BID OPTION

2" WATER

LINE

EXISTING 4"

WELL WATER

LINE

2" WELL

WATER LINE

PIPE

GUARDS 6

CS501

REDUCER

VALVE AND

VALVE BOX 1

CU501

VALVE AND

VALVE BOX

CU501

VALVE AND

VALVE BOX 1

CU501

3" GAS

LINE

24"X24" GRATE INLET

GRATE=1777.00

12" STORM

DRAIN

24"X24" GRATE INLET

GRATE=1777.00

12" STORM

DRAIN

24"X24" GRATE INLET

GRATE=1777.00

VALVE AND

VALVE BOX

INVERT = 1770.70

INVERT = 1770.88

SITE WALL

BID OPTION

SEWER LINE A

6" PVC DRAIN PIPE

CU501

C F

CFCFCFCF

C F

GOON

HAY

BARN

LAGOON

G 3/4"

2'' W

2' ' W

FO2'' W

6' ' S

STANCHION

BARN

CATTLE

WORKING

BARN

ALTERNATE

0+00 0+29

0+00

29.1 L.F. OF 6" PVC AT 3.00%

O N

.3 7'

℄ E

℄ B

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1. REFER TO SHEET C-100 FOR GENERAL NOTES, ABBREVIATIONS AND LEGEND.

2. EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT

LOCATIONS IN FIELD PRIOR TO EXCAVATING OR TRENCHING OPERATIONS.

3. CONTRACTOR SHALL COVER TOP OF NEW SURFACE INLETS IN AN APPROPRIATE MANNER SO

THAT IF THE TOP FALLS BELOW THE EXISTING OR FINISHED GROUND ELEVATION DURING

CONSTRUCTION SOIL INTRUSION IS PREVENTED.

SHEET NOTES

5'0 10'

0 60'30'

VERT. SCALE OF FEET

HORIZ. SCALE OF FEET

SCALE: 1" = 30'

PLAN SEWER LINE A

HORIZ. 1" = 30'

VERT. 1" = 5'SCALE:

PROFILE SEWER LINE A

TRUE NORTH

STA. 0+00.00 ℄ BEGIN

SEWER LINE A

CONNECTION TO

STANCHION BARN

N= 13939738.28 E= 1933538.05

GAS LINE A

WATER LINE A

SEWER LINE A

STA. 0+29.10 ℄ END

SEWER LINE A

DRAIN TO LAGOON

N= 13939735.43 E= 1933567.01

WATER LINE B

L. SMITH

W O

N G

C F

HAY

BARN

LAGOON

G 3/4" G 3/4" 2'' W 2'' W2'' W 2'' W

G 3/4"

2'' W

O T

2'' W

8' ' S

6'' S S

STANCHION

BARN

0+00 1+00

SFSF

0+00

1+00

3.2 L.F. OF 2" PVC

AT 5.09%

2.7 L.F. OF 2" PVC

AT 0.00%

97.6 L.F. OF 4" PVC AT 5.13%

11.9 L.F. OF 4" PVC AT 21.65%

P O

N O

.4 2'

℄ E

G E

.9 5'

.1 1'

℄ B

0+00

1+00

2+00

3+00

O N

E B1

3.9 L.F. OF 6" PVC

AT 9.67%

3.9 L.F. OF 2" PVC

AT 0.00%

83.4 L.F. OF 2" PVC AT 4.34%

3.9 L.F. OF 2" PVC AT 0.00%

3.9 L.F. OF 1" PVC AT 0.00%

6.6 L.F. OF 1" PVC AT 0.00%

6.7 L.F. OF 1" PVC

AT 0.00%

G E

.5 4'

℄ B

W O

G B

℄ E

69.4 L.F. OF 2" PVC AT 4.25%

21.3 L.F. OF 2" PVC AT 4.25%

16.7 L.F. OF 2" PVC AT 12.30%

W O

N G

D O

NCF

C F

O O

HAY

BARN

LAGOON

G 3/4" G 3/4" 2'' W 2'' W2'' W 2'' W

G 3/4"

2'' W

O T

2'' W

8' ' S

6'' S S

STANCHION

BARN

0+00 1+00

2+00

SFSF

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1. REFER TO SHEET C-100 FOR GENERAL NOTES, ABBREVIATIONS AND LEGEND.

2. EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT

LOCATIONS IN FIELD PRIOR TO EXCAVATING OR TRENCHING OPERATIONS.

3. CONTRACTOR SHALL COVER TOP OF NEW SURFACE INLETS IN AN APPROPRIATE MANNER SO

THAT IF THE TOP FALLS BELOW THE EXISTING OR FINISHED GROUND ELEVATION DURING

CONSTRUCTION SOIL INTRUSION IS PREVENTED.

SHEET NOTES

5'0 10'

0 60'30'

VERT. SCALE OF FEET

HORIZ. SCALE OF FEET

SCALE: 1" = 30'

PLAN WATER LINE A

HORIZ. 1" = 30'

VERT. 1" = 5'SCALE:

PROFILE WATER LINE A

TRUE NORTH

STA. 0+00.00 ℄ BEGIN

WATER LINE A

REMOVE OF 90 DEG BEND AND

REPLACE WITH TEE CONNECTION

TO EXISTING WATER LINE

N= 13939859.57

E= 1933418.22

GAS LINE A

WATER LINE B

SEWER LINE A

WATER LINE A

SCALE: 1" = 30'

PLAN WATER LINE B

HORIZ. 1" = 30'

VERT. 1" = 5'SCALE:

PROFILE WATER LINE B

TRUE NORTH

STA. 0+00.00 ℄ BEGIN

WATER LINE B

TAP CONNECTION TO

EXISTING WATER LINE

N= 13939858.00 E= 1933412.58

GAS LINE A

WATER

LINE B1

SEWER LINE AWATER LINE B

STA. 0+03.20

WATER LINE A

BUTTERFLY VALVE

N= 13939856.37

E= 1933418.24

STA. 1+03.45

WATER LINE A

N= 13939767.28 E= 1933463.56

STA. 1+15.12 ℄ END

WATER LINE A

CONNECTION TO

STANCHION BARN

N= 13939766.14 E= 1933475.17

STA. 0+05.94

WATER LINE A

N= 13939853.63 E= 1933418.26

STA. 2+19.44 ℄ END

WATER LINE B

CONNECTION TO

WORKING BARN

N= 13939674.72

E= 1933472.95STA. 0+03.90

WATER LINE B

REDUCER

N= 13939854.55 E= 1933414.39

STA. 0+07.80

WATER LINE B

BUTTERFLY VALVE

N= 13939851.09

E= 1933416.21

STA. 0+91.16

WATER LINE B

N= 13939777.27 E= 1933448.13

STA. 1+60.55

WATER LINE B

N= 13939708.22 E= 1933448.13

STA. 2+12.75

WATER LINE B

N= 13933466.29 E= 1933466.29

STA. 1+81.85

WATER LINE B

N= 13939706.14 E= 1933469.32

STA. 1+98.46

WATER LINE B

TEE CONNECTION

TO WATER LINE B1

N= 13939689.61 E= 1933467.70

STA. 2+06.17

WATER LINE B

REDUCER

BID OPTION

N= 13939681.93 E= 1933466.94

STA. 2+02.31

WATER LINE B

BUTTERFLY VALVE

N= 13939685.77 E= 1933467.32

WATER LINE A

L. SMITH

All water used in the barn and working barn will be well water

C F

O O

HAY

BARN

LAGOON

G 3/4" G 3/4" 2'' W 2'' W2'' W 2'' W

2'' W

6'' S S

STANCHION

BARN

0+18

CATTLE

WORKING

BARN

SFSF

0+00

3.2 L.F. OF 2" PVC

AT 16.26% 12.6 L.F. OF 2" PVC AT 4.31%

1.8 L.F. OF 2" PVC AT 15.80%

.0 1'

℄ B

G E

P O

N O

.8 3'

℄ E

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1. REFER TO SHEET C-100 FOR GENERAL NOTES, ABBREVIATIONS AND LEGEND.

2. EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT

LOCATIONS IN FIELD PRIOR TO EXCAVATING OR TRENCHING OPERATIONS.

3. CONTRACTOR SHALL COVER TOP OF NEW SURFACE INLETS IN AN APPROPRIATE MANNER SO

THAT IF THE TOP FALLS BELOW THE EXISTING OR FINISHED GROUND ELEVATION DURING

CONSTRUCTION SOIL INTRUSION IS PREVENTED.

SHEET NOTES

5'0 10'

0 60'30'

VERT. SCALE OF FEET

HORIZ. SCALE OF FEET

SCALE: 1" = 30'

PLAN WATER LINE B1

HORIZ. 1" = 30'

VERT. 1" = 5'SCALE:

PROFILE WATER LINE B1

TRUE NORTH

STA. 0+00.00 ℄ BEGIN

WATER LINE B1

TEE CONNECTION TO

WATER LINE B

N= 13939689.61 E= 1933467.70

GAS LINE A

WATER LINE B

SEWER LINE A

WATER LINE B1

STA. 0+03.20

WATER LINE A

BUTTERFLY VALVE

N= 13939689.29 E= 1933470.88

STA. 0+15.75

WATER LINE B1

N= 13939688.06 E= 1933483.37

STA. 0+17.52 ℄ END

WATER LINE B1

CONNECTION TO

STANCHION BARN

N= 13939689.82 E= 1933483.54

WATER LINE A

CF CF

C F

GOON

LAGOON

G 3/4"

2'' W

2'' WG 3/

G 3/4"G 3/4"G 3/4"

2'' W

1'' W1'' W

1'' W

O T

' S S

6' ' S

3/4" G

6'' W

" W 3"

FDC

3'' W

3' ' W

" W

3" G

2'' W

2'' W 2'' W 2'' W

2'' W

8' ' S

S 8'

' S S

8' ' S

6'' SS

STANCHION

BARN

0+00

1+00 2+00

3+00

0+00

1+00

2+00

3+00

1.3 L.F. OF 3" PVC

AT 0.00%

4.7 L.F. OF 3" PVC AT 0.00%

3.1 L.F. OF 3/4" PVC AT 0.00%

32.9 L.F. OF 3/4" PVC AT 17.12%

53.1 L.F. OF 3/4" PVC AT 4.76%

151.7 L.F. OF 3/4" PVC AT 0.66%

9.2 L.F. OF 3/4" PVC AT 0.00%

5.3 L.F. OF 3" PVC AT 59.51%

E A

O N

℄ B

G E

E A

O N

℄ E

101.3 L.F. OF 3/4" PVC AT 7.91%

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1. REFER TO SHEET C-100 FOR GENERAL NOTES, ABBREVIATIONS AND LEGEND.

2. EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT

LOCATIONS IN FIELD PRIOR TO EXCAVATING OR TRENCHING OPERATIONS.

3. CONTRACTOR SHALL COVER TOP OF NEW SURFACE INLETS IN AN APPROPRIATE MANNER SO

THAT IF THE TOP FALLS BELOW THE EXISTING OR FINISHED GROUND ELEVATION DURING

CONSTRUCTION SOIL INTRUSION IS PREVENTED.

SHEET NOTES

5'0 10'

0 60'30'

VERT. SCALE OF FEET

HORIZ. SCALE OF FEET

SCALE: 1" = 30'

PLAN GAS LINE A

HORIZ. 1" = 30'

VERT. 1" = 5'SCALE:

PROFILE GAS LINE A

TRUE NORTH

STA. 0+00.00 ℄ BEGIN

GAS LINE A

REMOVE CAP FOR

CONNECTION TO

EXISTING GAS LINE

N= 13940036.89 E= 1933501.37

WATER LINE B

SEWER LINE A

GAS LINE A

STA. 0+13.62

GAS LINE A

N= 13940044.65 E= 1933491.67

STA. 0+01.27

GAS LINE A

N= 13940035.99 E= 1933500.48

STA. 3+60.99 ℄ END

GAS LINE A

CONNECTION TO

STANCHION BARN

N= 13939764.53 E= 1933479.31

WATER LINE A

STA. 0+05.95

GAS LINE A

BUTTERFLY VALVE

N= 13940039.27

E= 1933497.14

STA. 0+10.54

GAS LINE A

REDUCER

N= 13940042.49

E= 1933493.87

STA. 0+46.06

GAS LINE A

N= 13940044.39 E= 1933459.24

STA. 0+99.10

GAS LINE A

N= 13940006.58 E= 1933422.03

WATER LINE B1

STA. 2+50.81

GAS LINE A

N= 13939854.88 E= 1933423.25

STA. 3+51.81

GAS LINE A

N= 13939765.43 E= 1933470.18

L. SMITH

10-20-2023

Gas line currently runs as identified in yellow

David.DeLaPaz Line

Line

C F

LAGOON

HAY

BARN

LAGOON

2'' W

G 3/4"

2'' W

2' ' W

6'' SS

STANCHION

BARN

CATTLE

WORKING

BARN

ALTERNATE

0+00 1+

1778 1783

0+00

1+00

2+00

46.5 L.F. OF 12" RCP AT 0.65%

11.4 L.F. OF 12" RCP AT 2.50%

. A

-2

E A

. A

-3

℄ E

G E

E A

℄ B

. A

-1

88.4 L.F. OF 12" RCP AT 2.50%

46.5 L.F. OF 12" RCP AT 0.97%

GAS LINE A

EXISTING GRADE

CENTER LINE

WATER

LINE B

WATER

LINE A

FINAL GRADE

CENTER LINE

A D

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES DIVISION

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research Agricultural

Service

G. LEAF

J. DELAY

NO. DATE BY DESCRIPTION

K. LOHMEYER

C. MATHER

DR. WURZBERGER119927.02 10/20/23

D. DE LA PAZ

50% CONSTRUCTION DOCUMENTS07-10-23A

95% CONSTRUCTION DOCUMENTS09-11-23B

GL 100% CONSTRUCTION DOCUMENTS10-20-23C

1. REFER TO SHEET C-100 FOR GENERAL NOTES, ABBREVIATIONS AND LEGEND.

2. EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT

LOCATIONS IN FIELD PRIOR TO EXCAVATING OR TRENCHING OPERATIONS.

3. CONTRACTOR SHALL COVER TOP OF NEW SURFACE INLETS IN AN APPROPRIATE MANNER SO

THAT IF THE TOP FALLS BELOW THE EXISTING OR FINISHED GROUND ELEVATION DURING

CONSTRUCTION SOIL INTRUSION IS PREVENTED.

SHEET NOTES

5'0 10'

0 60'30'

VERT. SCALE OF FEET

HORIZ. SCALE OF FEET

SCALE: 1" = 30'

PLAN STORM WATER LINE A

HORIZ. 1" = 30'

VERT. 1" = 5'SCALE:

PROFILE STORM WATER LINE A

TRUE…

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