C04_Attachment 4 - Drawings 01 - General-Civil-Structural.pdf

PROJECT LOCATION

NO SCALEVICINITY MAP

N

LOCATION MAP NO SCALE

N

A/E CONTRACT NO:12405B21D0003

AGRICULTURAL RESEARCH SERVICE

U.S. DEPARTMENT OF AGRICULTURE

SUGARCANE RESEARCH

LABORATORY

A/E ORDER NO:1232SA25F0560

PROJECT LOCATION:

501 BULL RUN ROAD

SCHRIVER (HOUMA) LA 70395

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

SUGARCANE RESEARCH LABORATORY

HOUMA, LOUISIANA

COVER SHEET

G-100 1 17605/20/2026

REH

JLF

DRL FACILITIES ENGINEERING BRANCH

5106 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705-5100

XXX

WN

XXX

CM

JS

BULL RUN ROAD

501 BULL RUN ROAD

SCHRIVER (HOUMA) LA 70395

HOUMA, LA.

EXISTING BUILDINGS MUST REMAIN

FULLY OPERATIONAL THROUGHOUT

CONSTRUCTION. ALL CONTRACTOR

ACCESS TO EXISTING BUILDINGS

AND UTILITY OUTAGES FOR

EXISTING BUILDINGS MUST BE

COORDINATED WITH THE

DESIGNATED LOCATION MONITOR

FOR ARS.

NOTICE TO CONTRACTOR

BID DESCRIPTION

THE PROJECT CONTAINS A BASE BID AND ONE CONSTRUCTION BID OPTION AS DESCRIBED BELOW:

BASE BID:

THE BASE BID INCLUDES ALL THE WORK LESS BID OPTION #1 AND INCLUDES CONSTRUCTION OF A 22,500 SQUARE FOOT LAB/OFFICE BUILDING. MINOR DEMOLITION AT THE EXISTING HEAD-HOUSE STRUCTURES IS REQUIRED. THE NEW FACILITY HAS A PILE SUPPORTED CONCRETE FOUNDATION WITH STEEL FRAME STRUCTURE AND METAL STUD INFILL FOR EXTERIOR AND INTERIOR FRAMING.

THE EXTERIOR WALLS CONTAIN BRICK VENEER AND INSULATED WALL PANELS. ALL WALL AREAS

CONTAIN FIBERGLASS AND/OR ROCK WOOL INSULATION. INTERIOR STUDS ARE FINISHED WITH

PAINTED GYPSUM BOARD WITH SOME AREAS CONTAINING A CERAMIC TILE FINISH. THE ROOF IS

COMBINATION OF A STANDING SEAM METAL SYSTEM OVER A STRUCTURAL METAL DECK WITH

CLOSED CELL SPRAY FOAM INSULATION APPLIED TO THE STRUCTURAL DECK AND A LOW-SLOPE TPO

ROOF SYSTEM AT A SECOND FLOOR MECHANICAL EQUIPMENT AREA. EXTERIOR DOORS ARE

THERMALLY BROKE INSULATED HOLLOW METAL OR ALUMINUM. WINDOWS ARE THERMALLY BROKE

ALUMINUM. THE FACILITY CONTAINS STANDARD AND LABORATORY CASEWORK WITH SOLID SURFACE

AND EPOXY COUNTER TOPS. FLOOR FINISHES ARE EXPOSED SEALED CONCRETE, VINYL TILE,

CARPET, AND CERAMIC TILE. CEILINGS ARE SUSPENDED ACOUSTICAL TILE AND GYPSUM BOARD

SYSTEMS. EXTERIOR SITE IMPROVEMENTS CONTAIN ASPHALT PARKING AND DRIVES, CONCRETE

SIDEWALKS, A FLAG POLE, AND SITE DRAINAGE INCLUDING A DRAINAGE SWELL LOCATED BETWEEN

THE EXISTING HEAD HOUSE AND THE NEW LAB/OFFICE STRUCTURE.

BID OPTION #1:

BID OPTION #1 CONTAINS THE CONSTRUCTION OF A PILE SUPPORTED METAL CANOPY STRUCTURE

BETWEEN THE EXISTING HEAD-HOUSE STRUCTURE AND THE NEW LAB/OFFICE STRUCTURE.

INDEX OF DRAWINGS

SHEET

NO. DRAWING NO. TITLE

GENERAL

G-100 1 OF 176 COVER SHEET

G-101 2 OF 176 DRAWING INDEX

CIVIL

C-001 3 OF 176 CIVIL NOTES & ABBREVIATIONS

C-100 4 OF 176 EXISTING CONDITIONS / DEMO. / ACCESS PLAN

C-101 5 OF 176 SITE PLAN

C-102 6 OF 176 GRADING PLAN

C-300 7 OF 176 TYPICAL SITE DETAILS

C-301 8 OF 176 TYPICAL DETAILS

C-400 9 OF 176 EROSION CONTROL DETAILS

C-500 10 OF 176 BORING LOGS

C-501 11 OF 176 BORING LOGS

STRUCTURAL

S-001 12 OF 176 STRUCTURAL GENERAL NOTES

S-002 13 OF 176 TYPICAL CONCRETE DETAILS

S-003 14 OF 176 TYPICAL FRAMING DETAILS

S-004 15 OF 176 WIND LOAD DIAGRAM

S-005 16 OF 176 TYPICAL METAL DECK DETAILS

SD101 17 OF 176 STRUCTURAL DEMOLITION PLAN

S-101 18 OF 176 FOUNDATION AND SLAB PLAN LAB/OFFICE

S-102 19 OF 176 STRUCTURAL EQUIPMENT PAD PLAN

S-201 20 OF 176 SECOND FLOOR AND LOW ROOF FRAMING PLAN LAB/OFFICE

S-202 21 OF 176 HIGH ROOF FRAMING PLAN LAB/OFFICE

S-203 22 OF 176 MECHANICAL PLATFORM FRAMING

S-301 23 OF 176 FRAMING ELEVATIONS LAB/OFFICE

S-302 24 OF 176 FRAMING ELEVATIONS LAB/OFFICE AND HEADHOUSE

S-303 25 OF 176 FRAMING ELEVATIONS LAB/OFFICE AND HEADHOUSE

S-304 26 OF 176 FRAMING ELEVATIONS LAB/OFFICE

S-401 27 OF 176 FOUNDATION SECTIONS AND DETAILS

S-402 28 OF 176 FOUNDATION SECTIONS AND DETAILS

S-403 29 OF 176 FOUNDATION SECTIONS AND DETAILS

S-501 30 OF 176 STEEL FRAMING SECTIONS AND DETAILS

S-502 31 OF 176 STEEL FRAMING SECTIONS AND DETAILS

S-503 32 OF 176 STEEL FRAMING SECTIONS AND DETAILS

S-504 33 OF 176 STEEL FRAMING SECTIONS AND DETAILS

ARCHITECTURAL

AD-101 34 OF 176 EXISTING HEADHOUSE NORTH ELEVATION: DEMOLITION

A-001 35 OF 176 ARCHITECTURAL GRAPHICS AND ABBREVIATIONS

A-002 36 OF 176 FIRST FLOOR LIFE SAFETY PLAN LAB/OFFICE

A-003 37 OF 176 SECOND FLOOR LIFE SAFETY PLAN LAB/OFFICE

A-101 38 OF 176 FIRST FLOOR DIMENSION PLAN

A-101.1 39 OF 176 FIRST FLOOR PLAN PARTITION TYPES

A-101.2 40 OF 176 FIRST FLOOR PLAN DETAIL REFERENCE

A-101.3 41 OF 176 FIRST FLOOR PLAN SIGNAGE / CORNER GUARDS

A-102 42 OF 176 SECOND FLOOR PLAN

A-103 43 OF 176 FIRST FLOOR REFLECTED CEILING PLAN

A-104 44 OF 176 SECOND FLOOR REFLECTED CEILING PLAN

A-105 45 OF 176 ROOF PLAN

A-201 46 OF 176 EXTERIOR ELEVATIONS

A-202 47 OF 176 EXTERIOR ELEVATIONS

A-301 48 OF 176 BUILDING SECTIONS

A-302 49 OF 176 BUILDING SECTIONS

A-401 50 OF 176 PARTITION TYPES AND DETAILS

A-402 51 OF 176 WALL SECTIONS

A-403 52 OF 176 WALL SECTIONS

A-404 53 OF 176 WALL SECTIONS

A-405 54 OF 176 WALL SECTIONS

A-406 55 OF 176 WALL SECTIONS

A-501 56 OF 176 PLAN DETAILS

A-502 57 OF 176 PLAN DETAILS

A-503 58 OF 176 ROOF DETAILS

A-504 59 OF 176 ROOF DETAILS

A-505 60 OF 176 ROOF DETAILS

A-506 61 OF 176 ROOF DETAILS

A-507 62 OF 176 ROOF DETAILS

A-508 63 OF 176 ROOF DETAILS

A-509 64 OF 176 BRIDGE DETAILS

A-510 65 OF 176 BRIDGE DETAILS

A-511 66 OF 176 BRIDGE DETAILS

A-601 67 OF 176 ENLARGED PLANS AND INTERIOR ELEVATIONS

A-602 68 OF 176 ENLARGED PLANS AND INTERIOR ELEVATIONS

A-603 69 OF 176 ENLARGED PLANS AND INTERIOR ELEVATIONS

A-604 70 OF 176 STAIR PLANS, SECTION AND DETAILS

A-701 71 OF 176 FINISH SELECTIONS AND FINISH SCHEDULE

A-702 72 OF 176 FIRST FLOOR - FLOOR FINISH PLAN

A-703 73 OF 176 FIRST FLOOR FURNITURE PLAN

A-801 74 OF 176 DOOR SCHEDULE

A-802 75 OF 176 WINDOW AND LOUVER TYPES

A-803 76 OF 176 DOOR DETAILS

A-804 77 OF 176 DOOR DETAILS

A-805 78 OF 176 EXTERIOR WINDOW DETAILS

A-806 79 OF 176 EXTERIOR WINDOW DETAILS

A-807 80 OF 176 EXTERIOR WINDOW AND LOUVER DETAILS

A-808 81 OF 176 INTERIOR WINDOW DETAILS

CA-101 82 OF 176 BID OPTION #1 FIRST AND SECOND FLOOR PLANS

CA-102 83 OF 176 BID OPTION #1 FIRST AND SECOND REFLECTED CEILING PLANS

CA-103 84 OF 176 BID OPTION #1 ROOF PLAN

CA-201 85 OF 176 BID OPTION #1 EXTERIOR ELEVATIONS

CA-301 86 OF 176 BID OPTION #1 BUILDING SECTIONS

CA-401 87 OF 176 BID OPTION #1 WALL SECTIONS

CA-501 88 OF 176 BID OPTION #1 ROOF DETAILS

CA-502 89 OF 176 BID OPTION #1 ROOF DETAILS

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

SUGARCANE RESEARCH LABORATORY

HOUMA, LOUISIANA

DRAWING INDEX

G-101 2 17605/20/2026

REH

JLF

DRL FACILITIES ENGINEERING BRANCH

5106 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705-5100

XXX

WN

XXX

CM

JS

INDEX OF DRAWINGS CONT.

SHEET

NO. DRAWING NO. TITLE

FIRE PROTECTION

FA-001 90 OF 176 FIRE ALARM NOTES AND LEGEND LAB/OFFICE

FA-101 91 OF 176 FIRST FLOOR FIRE ALARM PLAN LAB/OFFICE

FA-102 92 OF 176 SECOND FLOOR FIRE ALARM PLAN LAB/OFFICE

FP-001 93 OF 176 FIRE PROTECTION SPRINKLER NOTES LAB/OFFICE

FP-101 94 OF 176 FIRST FLOOR SPRINKLER PLAN LAB/OFFICE

FP-102 95 OF 176 SECOND FLOOR SPRINKLER PLAN LAB/OFFICE

CSFP101 96 OF 176 BID OPTION #1 SPRINKLER DRY-PIPE LAB/OFFICE

PLUMBING

P-001 97 OF 176 PLUMBING GENERAL NOTES, ABBREVIATIONS AND LEGEND

PD101 98 OF 176 FIRST FLOOR PLUMBING DEMOLITION PLAN

PD102 99 OF 176 SECOND FLOOR PLUMBING DEMOLITION PLAN

P-101 100 OF 176 FIRST FLOOR PLUMBING PLAN

P-102 101 OF 176 FIRST FLOOR DRAIN AND VENT PLAN

P-103 102 OF 176 SECOND FLOOR PLUMBING PLAN

P-104 103 OF 176 FIRST FLOOR LAB UTILITIES PLAN

P-105 104 OF 176 FIRST FLOOR PLUMBING PLAN

P-401 105 OF 176 ENLARGED PLUMBING PLAN

P-402 106 OF 176 ENLARGED DRAIN AND VENT PLAN

P-501 107 OF 176 PLUMBING DETAILS

P-502 108 OF 176 PLUMBING DETAILS

P-503 109 OF 176 PLUMBING DETAILS

P-601 110 OF 176 PLUMBING SCHEDULES

P-701 111 OF 176 PLUMBING DIAGRAMS

P-702 112 OF 176 SANITARY SEWER RISER DIAGRAM

P-703 113 OF 176 PLUMBING RISER DIAGRAM

P-704 114 OF 176 LAB UTILITIES RISER DIAGRAM

P-705 115 OF 176 LAB PURIFIED WATER RISER DIAGRAM

MECHANICAL

M-001 116 OF 176 MECHANICAL GENERAL NOTES

M-002 117 OF 176 MECHANICAL ABBREVIATIONS AND LEGEND

MD101 118 OF 176 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MD102 119 OF 176 SECOND FLOOR MECHANICAL DEMOLITION PLAN

MH101 120 OF 176 MECHANICAL HVAC OVERALL FIRST FLOOR PLAN

MH102 121 OF 176 MECHANICAL HVAC SECOND FLOOR PLAN

MH103 122 OF 176 MECHANICAL HVAC ROOF PLAN

MH201 123 OF 176 MECHANICAL HVAC ELEVATION

MH401 124 OF 176 MECHANICAL HVAC ENLARGED FIRST FLOOR PLAN

MH402 125 OF 176 MECHANICAL HVAC ENLARGED FIRST FLOOR PLAN

MH403 126 OF 176 MECHANICAL HVAC ENLARGED FIRST FLOOR PLAN

MH404 127 OF 176 MECHANICAL HVAC ENLARGED FIRST FLOOR PLAN

MP101 128 OF 176 FIRST FLOOR MECHANICAL PIPING PLAN

MP102 129 OF 176 SECOND FLOOR MECHANICAL PIPING PLAN

M-501 130 OF 176 MECHANICAL DETAILS

M-502 131 OF 176 MECHANICAL DETAILS

M-503 132 OF 176 MECHANICAL DETAILS

M-601 133 OF 176 HVAC SCHEDULES

M-602 134 OF 176 MECHANICAL SCHEDULES

M-603 135 OF 176 MECHANICAL SCHEDULES

M-700 136 OF 176 MECHANICAL CONTROLS

M-701 137 OF 176 HVAC CONTROLS DIAGRAMS

M-702 138 OF 176 HVAC CONTROLS

M-703 139 OF 176 HVAC CONTROLS

M-704 140 OF 176 HVAC CONTROLS

M-705 141 OF 176 HVAC CONTROLS

M-706 142 OF 176 EXISTING AHU-3 CONTROLS

M-707 143 OF 176 EXISTING HEADHOUSE EXHAUST FAN CONTROLS

M-708 144 OF 176 HVAC CONTROLS

M-709 145 OF 176 HVAC CONTROLS

M-710 146 OF 176 HVAC CONTROLS

M-711 147 OF 176 HVAC CONTROLS

M-801 148 OF 176 CHILLED WATER PIPING DIAGRAM

M-802 149 OF 176 HEATING WATER PIPING DIAGRAM

ELECTRICAL

E-001 150 OF 176 ELECTRICAL LEGEND

ED-601 151 OF 176 EXISTING SINGLE LINE DIAGRAM

E-501 152 OF 176 ELECTRICAL DETAILS

E-502 153 OF 176 ELECTRICAL DETAILS

E-601 154 OF 176 SINGLE LINE DIAGRAM

E-602 155 OF 176 SINGLE LINE DIAGRAM (CONT.)

E-701 156 OF 176 PANEL SCHEDULES

E-702 157 OF 176 PANEL SCHEDULES

EL101 158 OF 176 FIRST FLOOR LIGHTING PLAN

EL102 159 OF 176 SECOND FLOOR LIGHTING PLAN

EL501 160 OF 176 LIGHTING SCHEDULE AND DETAILS

EL502 161 OF 176 LIGHTING DETAILS

EP101 162 OF 176 FIRST FLOOR POWER PLAN - WEST

EP102 163 OF 176 FIRST FLOOR POWER PLAN - EAST

EP201 164 OF 176 SECOND FLOOR POWER PLAN

EG101 165 OF 176 LIGHTNING PROTECTION PLAN

EG501 166 OF 176 LIGHTNING PROTECTION DETAILS

EM101 167 OF 176 FIRST FLOOR MECHANICAL CONNECTIONS PLAN

EM102 168 OF 176 SECOND FLOOR MECHANICAL CONNECTIONS PLAN

EM103 169 OF 176 ROOF MECHANICAL CONNECTIONS PLAN

EY101 170 OF 176 FIRST FLOOR SPECIAL SYSTEMS PLAN

EY102 171 OF 176 SECOND FLOOR SPECIAL SYSTEMS PLAN

ES101 172 OF 176 ELECTRICAL SITE PLAN

TELECOMMUNICATIONS

TN101 173 OF 176 FIRST FLOOR TELECOMM PLAN

TN102 174 OF 176 SECOND FLOOR TELECOMM PLAN

TN501 175 OF 176 TELECOMMUNICATIONS DETAILS

TN601 176 OF 176 TELECOMMUNICATIONS RISER DIAGRAM

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

SUGARCANE RESEARCH LABORATORY

HOUMA, LOUISIANA

CIVIL NOTES & ABBREVIATIONS

C-001 3 17605/20/2026

REH

JMD

DRL FACILITIES ENGINEERING BRANCH

5106 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705-5100

XXX

WN

XXX

CM

JS

GENERAL NOTES

1 REVIEW PROJECT DOCUMENTS PRIOR TO START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO CONTRACTING OFFICER PRIOR TO PROCEEDING WITH WORK.

DIMENSIONS RELATING TO EXISTING CONSTRUCTION ARE TO BE FIELD VERIFIED. THE CONTRACTOR MUST IMMEDIATELY COMMUNICATE, IN WRITING TO THE CONTRACTING OFFICER, CONCERNS WHERE THEY BELIEVE DESIGN DOCUMENTS ARE INSUFFICIENT, INADEQUATE OR INCORRECT FOR PERFORMING THE

CONSTRUCTION WORK.

2 EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS AS LOCATED AT THE TIME OF THE DESIGN SITE VISIT. THE CONTRACTOR MUST VERIFY THE LOCATION OF UTILITIES, NOTE EXISTING CONDITIONS AND NOTE ANY VARIANCES TO THE CONTRACTING OFFICER PRIOR TO BEGINNING CONSTRUCTION.

(UNDERGROUND UTILITIES AND OBSTRUCTIONS WERE NOT IDENTIFIED DURING THE DESIGN OF THIS PROJECT. THE EXTENT OF UNDERGROUND UTILITIES IS UNKNOWN.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING CONSTRUCTION DURING EXCAVATION.)

3 WHERE WORK DAMAGES OR DISTURBS EXISTING CONDITIONS NOT INCLUDED IN THE WORK OF THIS PROJECT, THE CONTRACTOR MUST REPAIR THE DAMAGED SYSTEM TO A LEVEL THAT MEETS OR EXCEEDS ITS LEVEL OF PERFORMANCE AND APPEARANCE AT NO COST TO THE GOVERNMENT.

4 COORDINATE CIVIL WORKS AND OTHER TRADES.

5 DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND MUST BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE

PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN.

6 VERIFY EXISTING CONDITIONS, WHEN SPECIFIC INFORMATION IS INCORRECT, MISSING OR IS IN CONFLICT, BRING THE CONFLICT TO THE ATTENTION OF THE

CONTRACTING OFFICER PRIOR TO BEGINNING WORK RELATED TO THAT ITEM.

7 THE CONTRACTOR MUST PROVIDE LAYOUT SURVEYING AS NECESSARY TO LOCATE THE NEW WORK ITEMS PRIOR TO INITIATING DEMOLITION WORK. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S) MUST BE IN PLACE AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO INITIATING DEMOLITION

WORK.

8 THE CONTRACTOR MUST TAKE CARE, BY THE USE OF GRADING, DIVERSION AND DEWATERING, TO PREVENT PONDING OF WATER ON SITE IN AREAS OF STRUCTURAL

AND PAVEMENT SUBGRADES.

9 THE CONTRACTOR MUST PROVIDE AS-BUILT DRAWINGS OF THE NEW UTILITIES AND SERVICE.

10 THE CONTRACTOR MUST CONTROL THE SPREAD OF DUST AND IRRITANTS TO OTHER SPACES, ADJACENT BUILDINGS AND OUTSIDE OF DESIGNATED WORK AREAS.

11 TEMPORARILY SEED OR STABILIZE AREAS OF EXPOSED EARTH THAT ARE PLANNED TO BE UNFINISHED OR UNWORKED FOR A PERIOD EXCEEDING 14 DAYS.

12 ALL AREAS WITHIN THE LIMITS OF DISTURBANCE MUST BE GRADED TO DRAIN FREELY AWAY FROM NEW AND EXISTING BUILDINGS, EQUIPMENT, AND STRUCTURES NOT INTENDED FOR DRAINAGE. THE CONTRACTOR MUST REGRADE AREAS AS NECESSARY TO PREVENT PONDING.

13 ALL DISTURBED AREAS MUST BE SEEDED AND A TURF STAND ESTABLISHED PRIOR TO FINAL ACCEPTANCE OF WORK.

14 THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL PERMITTING NECESSARY FOR CONSTRUCTION.

15 ITEMS LABELED AS "UNDER CONSTRUCTION" WITHIN THESE PLANS ARE NOT PART OF THE WORK PROPOSED IN THIS CONTRACT. ITEMS NOTED AS "UNDER CONSTRUCTION" ARE SHOWN AS PORTRAYED IN CONTRACT DOCUMENTS ENTITLED "SUGARCANE RESEARCH LAB GREENHOUSE DESIGN" DATED 09/17/24. AS-BUILT

CONDITIONS MAY VARY FROM THOSE SHOWN HEREIN.

ABBREVIATIONS

APPROX. (±) APPROXIMATELY

C.O. CLEAN OUT

D DIAMETER

DN DOWN

DIA. DIAMETER

DR DRIVE

EL. ELEVATION

EW. EACH WAY

ETC. ETCETERA

F.F. FINISHED FLOOR

F.G. FINISHED GRADE

GA GAUGE

GV GATE VALVE

INV. INVERT

LA LOUISIANA

MATL. MATERIAL

MAX. MAXIMUM

MNFCT. MANUFACTURER

MH MANHOLE

MIN. MINIMUM

O.C. ON CENTER

OD OUTSIDE DIAMETER

PIV POST INDICATOR VALVE

PVMT PAVEMENT

REQD REQUIRED

RD ROAD

SD STORM DRAIN

SS SANITARY SEWER

SQ SQUARE

TYP. TYPICAL

W/ WITH

W/O WITHOUT

SCALE:

SITE PLAN

1" = 20'

C-100

40'

SCALE: 1"=20'-0"

0 20' 60'

NORTH

GRAPHIC SCALE

X

X

X

C O

M M

C O

M M

C O

M M

C O

M M

SD

SD

SD

SD

SD

SD

SD

U E

U E

U E

U E

U E

SD

SD

SD

SD

SD

E E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E U

E U

E

E E

E E

M

CP

CP

CB

CB

CB

CB

CB

CB

D

D X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

T

COMM

COMM

COMM

COMM

COMM

FH

W

CO

M

M

COMM

COMM

COMM

C O

M M

SD

SD

E

U E

UE

U E

U E

SD

SD

SD

7 8

SS

SS

R D

R D

RD

R D

R D

R D

R D

R D

R D

RD

COMM

C O

M M

COMM

COMM

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

P

P

P

P

P

P

P

P

P

P

P

P

P

IR-10002

(SET IRON

ROD)

N 413629.79 E 3436771.489

EL 0.008

IR-10001 (SET IRON ROD)

N 413815.38 E 3437441.607

EL 0.008

8" CMP

FL IN 5.47

8" CMP

FL OUT 5.18

12" CPP

FL IN 4.69

24" SQ CATCH BASIN

TOP 6.55

BOT 4.02

FL N 4.76 (12"RCP)

FL E 4.07 (6"PVC)

FL S 3.93 (6"PVC)

FL W 4.81 (18"RCP)

STORM DRAIN

MANHOLE

TOP 8.75

BOT 3.55

FL E 4.33 (18"RCP)

FL S 3.66 (18"RCP)

40"x26" CATCH BASIN

TOP 8.50

BOT 4.41

FL N FILLED W/CONCRETE

FL E 4.25 (12"RCP)

FL W 4.84 (12"RCP)

LOW WIRE

37.18

POWER POLE W/

TRANSFORMER &

UG CONDUIT

LOW WIRE

23.88

LOW WIRE

36.02

POWER POLE W/

3 TRANSFORMER

& UG CONDUIT

POWER POLE W/

3 TRANSFORMERS &

UG CONDUIT

24" SQ CATCH BASIN

TOP 6.71

BOT 3.077

FL S 4.81 (12"RCP)

FL N 4.84 (12" RCP)

24" SQ CATCH BASIN

TOP 6.30

BOT 4.07

FL S 4.84 (12"RCP)

DOWNSPOUTS

DOWNSPOUTS

16"RCP

FL 2.31

FLOW OUT NOT

LOCATED

UNKNOWN UG

UTILITY/MANHOLE

HEADHOUSE

FFE 9.39

MAIN BUILDING

FFE 7.52

BULL RUN ROAD

DIRT ROADWAY

DIRT ROADWAY

GRAVEL

CONCRETE PARKING AND DRIVEWAY

WATER METER

ASPHALT

CONCRETE

REFRIGERATION UNIT

TELECOM VAULT

CONTOURS

(UNDER CONSTRUCTION)

6 7 8 9

FENCING, GATE, AND

OPERATOR (UNDER

CONSTRUCTION)

POWER AND COMMS TO GATE OPERATOR

(UNDER CONSTRUCTION)

SF

SF

SF

SF

SF

SF

SF

SF

SF SF SF SF SF SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

9 TYP.

9TYP.

GREENHOUSE

(UNDER CONSTRUCTION)

ASPHALT ROADW

AY

(UNDER CONSTRUCTION)

G E N

CHEMICAL TANK8

APPROXIMATE

LOCATION OF EXISTING

GENERATOR

188'

25' 22'

21'

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

G

G

G

G

G

STORM DRAIN MANHOLE

TOP 7.86

BOT 1.74

FL NW 2.12 (16" RCP)

FL NE 6.01 (6" PVC)

FL SE 2.09 (16" RCP

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

SUGARCANE RESEARCH LABORATORY

HOUMA, LOUISIANA

EXISTING CONDITIONS / DEMO. / ACCESS

PLAN

C-100 4 17605/20/2026

REH

JLF

DRL FACILITIES ENGINEERING BRANCH

5106 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705-5100

XXX

WN

XXX

CM

JS

SURVEY CONTROL POINTS OUTSIDE OF SHEET VIEW

DESCRIPTION NORTHING EASTING ELEVATION

BRB 03 (NGS)*LLE 414147.90 3438463.55 0.008

LBLAB (NGS)*LLE 415460.74 3445886.60 0.008

LEGEND

WATER

GAS

OVERHEAD ELECTRICAL PRIMARY

UNDERGROUND ELETRICAL PRIMARY

STORM DRAIN

SANITARY SEWER SERVICE

TELECOMMUNICATIONS

CHAIN LINK FENCE

CHAIN LINK FENCE (UNDER CONSTRUCTION)

MINOR CONTOUR

MAJOR CONTOUR

CONTOUR (UNDER CONSTRUCTION)

FENCE POWER SUPPLY (UNDER CONSTRUCTION)

COMMUNICATIONS PEDESTAL

CATCH BASIN

STORM DRAIN MANHOLE

FIRE HYDRANT

UTILITY POLE

GUY WIRE

SS

SD

UE UE

D

CB

CP

FH

COMM

X X

E E E

P

GENERAL NOTES

1. ITEMS NOTED AS "UNDER CONSTRUCTION" ON THIS SHEET ARE NOT TO BE CONSTRUCTED

UNDER THIS CONTRACT. ITEMS NOTED AS "UNDER CONSTRUCTION" ARE SHOWN AS

PORTRAYED IN DESIGN DOCUMENTS ENTITLED "SUGARCANE RESEARCH LAB GREENHOUSE

DESIGN" DATED 09/17/24. AS-BUILT LOCATIONS AND LAYOUT OF THESE ITEMS MAY VARY FROM

THOSE SHOWN HEREIN. THESE ITEMS WERE NOT COMPLETE AT TIME OF SURVEY, DESIGN, OR

PRODUCTION OF THESE CONTRACT DOCUMENTS.

2. ALL DISTURBED AREAS NOT RECEIVING PAVEMENT MUST BE GRADED TO DRAIN FREELY

AWAY FROM BUILDINGS, SEEDED, AND A TURF STAND ESTABLISHED PRIOR TO FINAL

ACCEPTANCE

X X

40'

SCALE: 1"=20'-0"

0 20' 60'

KEYED NOTES

1. THIS ENTRANCE MUST BE THE CONTRACTORS SOLE POINT OF INGRESS &

EGRESS ONTO USDA PROPERTY. ANY OTHER ACCESS POINT / ROUTE MUST BE

APPROVED IN WRITING BY THE CO. THE CONTRACTOR MUST REPAIR ANY

DAMAGES TO PAVEMENTS, FENCING, GATES. ETC. TO LIKE NEW CONDITION.

DAMAGE AND REPAIR EXTENTS ARE SUBJECT TO THE CONTRACTING OFFICERS

DETERMINATION AND INSTRUCTION RESPECTIVELY.

2. TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL 3/C-400

3. CONTRACTOR LAYDOWN AREA

4. REMOVE PIPE

5. REMOVE HEADWALL STRUCTURE. PROVIDE INLET PROTECTION PER DETAIL

2/C-400 PRIOR TO PLACEMENT OF NEW CATCH BASIN.

6. INLET PROTECTION PER DETAIL 2/C-400

7. SAW CUT AND DEMOLISH PAVEMENT. APPROX. 100SF

8. VARIOUS AGRICULTURAL EQUIPMENT TO BE RELOCATED BY USDA

9. SILT FENCE PER DETAIL 1/C-400. TYPICAL LIMITS OF DISTURBANCE 3 FEET

OUTSIDE FENCE LIMITS.

DEMOLITION / EROSION CONTROL LEGEND

CONTRACTOR LAY DOWN AREA LIMITS

SILT FENCE

CONSTRUCTION ENTRANCE

PAVEMENT DEMOLITION

SCALE:

EXISTING CONDITIONS / DEMO. / EROSION CONTROL PLAN

1" = 20'

C-100

NORTH

SF

G

W

X

X

C O

M M

C O

M M

C O

M M

C O

M M

SD

SD

SD

SD

SD

SD

SD

U E

U E

U E

U E

U E

SD

SD

SD

SD

SD

E E

E

E

E

E

E

E

E

E

E

E

E U

E U

E

E E

E

M

CP

CP

CB

CB

CB

CB

CB

CB

D

D X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

T

COMM

COMM

COMM

COMM

COMM

FH

W

CO

M

M

COMM

COMM

COMM

C O

M M

SD

SD

E

U E

UE

U E

U E

SD

SD

SD

SD

SS

SS

R D

R D

RD

R D

R D

R D

R D

R D

R D

RD

COMM

C O

M M

COMM

COMM

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

P

P

P

P

P

P

P

P

P

P

P

P

P

HEADHOUSE

FFE 9.39

MAIN BUILDING

FFE 7.52

BULL RUN ROAD

WATER METER

GREENHOUSE

(UNDER CONSTRUCTION)

NEW LAB BUILDING

F.F.E.: 9.39

SD

SD

SD

RD

RD

RD

R D

R D

R D

RD

RD

RD

RD

RD

RD

RD

RD

RD

R D

RD

RD

RD

RD

RD

RD

RD

RD RD

RD

R D

R D

R D

SS

SS

ASPHALT ROADW

AY

(UNDER CONSTRUCTION)

R D

12 SPACES @

10' W

IDE EA. = 120'

7 SPACES @

10' W

IDE EA. = 70'

20.0'

24.0'

34.0'

78.5'

89.8'

85.0'

20.0'

20.0'

R6.0'

29.7'

6.0'

27.8'

N: 413523.70 E: 3437202.79

6 SPACES @

10' W

IDE EA. = 60'

5'

24'

24'

POWER AND COMMS TO

GATE OPERATOR

(UNDER CONSTRUCTION)

FENCING, GATE, AND OPERATOR

(UNDER CONSTRUCTION)

6 SPACES @ 10' = 60.0'

5'

G E N

21' 20'

TYP.

16' TYP.

192' ±

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

G

G

G

G

G

4.0'

20.0'

15.0' 2.5'

R7.0'

TYP.

R D

R D

R D

R D

R D

SD

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

SUGARCANE RESEARCH LABORATORY

HOUMA, LOUISIANA

SITE PLAN

C-101 5 17605/20/2026

REH

JMD

DRL FACILITIES ENGINEERING BRANCH

5106 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705-5100

XXX

WN

XXX

CM

JS

LEGEND EXISTING NEW

WATER

GAS

OVERHEAD ELECTRICAL PRIMARY

UNDERGROUND ELETRICAL PRIMARY

STORM DRAIN

ROOF DRAIN

SANITARY SEWER SERVICE

TELECOMMUNICATIONS

CHAIN LINK FENCE

FENCE (UNDER CONSTRUCTION)

FENCE POWER SUPPLY (UNDER CONSTRUCTION)

COMMUNICATIONS PEDESTAL

CATCH BASIN

STORM DRAIN MANHOLE

FIRE HYDRANT

UTILITY POLE

GUY WIRE

CONCRETE

AGGREGATE DRIVEWAY

SS

SD

UE

D

CB

CP

FH

COMM

X

E E

P

X

SS

RD RD RD RD

40'

SCALE: 1"=20'-0"

0 20' 60'SCALE:

SITE PLAN

1" = 20'

C-101

SD

KEYED NOTES

1. DISTANCE MAY VARY DUE TO AS BUILT LOCATION OF PROPOSED FEATURES. FIELD VERIFY.

2. PROVIDE NEW ASPHALT PARKING AREA. PAVEMENT PER DETAIL 11/C-300

3. 6" SANITARY SEWER SERVICE TO NEW LAB BUILDING. APPROX INV. EL. @ ± 6.12. COORDINATE

WITH PLUMBING.

4. PROVIDE CLEANOUT PER DETAIL 2/C-301.

5. 6" SANITARY SEWER SERVICE @ APPROX. 0.3%. SLOPE.

6. CONNECT NEW SANITARY SERVICE TO EXISTING 6" SANITARY SEWER SERVICE @ APPROX

INV. EL. 5.76 (FIELD VERIFY). PROVIDE WYE AND NEW CLEAN OUT.

7. SITE SIDEWALK PER DETAIL 6/C-300

8. HANDICAP PARKING SIGNAGE PER DETAIL 3/C-300 (EACH HANDICAP ACCESSIBLE SPACE )

9. CURB PER DETAIL 1/C-300

10. HANDICAP PARKING SYMBOL PER DETAIL 4/C-300 (2 TOTAL). CENTER IN PARKING STALL.

11. BLUE PAVEMENT MARKINGS. 4" WIDE LINES TYP.

12. WHITE PAVEMENT MARKINGS. 4" WIDE LINES TYP.

13. CONCRETE WHEEL STOP PER DETAIL 10/C-300. (18 TOTAL)

14. SEE ELECTRICAL AND STRUCTURAL FOR WORK TO BE PROVIDED AT EXISTING GENERATOR

15. FLAGPOLE AND FOUNDATION PER DETAIL 9/C-300

16. CONCRETE BREEZEWAY WITH TRENCH DRAIN. SEE OTHER DISCIPLINES FOR DETAILS

17. EXISTING COMMUNICATIONS LINE. RELOCATE AS REQD TO FACILITATE NEW CONSTRUCTION

18. REPAIR REMOVED PAVEMENT WITH CONCRETE PATCH PER 3/C-301

19. CONCRETE WALK PER DETAIL 2/C-300

20. CROSS HATCHING PER 5/C-300

21. PAVEMENT REPAIR PER DETAIL 8/C-300

22. FIRE HYDRANT ACCESS ROUTE. PROVIDE 8" OF COMPACTED AGGREGATE BASE MATERIAL

OVER 12" OF COMPACTED SOIL. UNDERLAY AGGREGATE WITH GEOTEXTILE FABRIC.

23. HANDICAP ACCESSIBLE RAMP PER DETAILS 1&4/C-301. MAX SLOPE 1:12.

24. PROVIDE 6"X6"X4" WYE

25. PROVIDE 6"X6"X6" WYE

30.0'

N: 413607.88 E: 3437179.55

NORTH

6' 6'

2'

1:12 1:12

1:12

6'

SCALE:

ENLARGED VIEW OF ACCESSIBLE PARKING RAMPS

1" = 10'

C-101

11' 5'

11'

C-101

GENERAL NOTES

1. STAKEOUT COORDINATES (NORTHING/EASTING) ARE PROVIDED FOR GENERAL SITING. THE CONTRACTOR MUST USE ARCHITECTURAL

DIMENSIONS FOR FINAL LAYOUT.

2. CONTRACTOR MUST COORDINATE LAYOUT WITH THE LOCATION OF THE CONNECTING BRIDGE BETWEEN THE EXISTING HEADHOUSE AND THE NEW LABORATORY STRUCTURE. A SECTION OF THE EXISTING HEADHOUSE NORTHERN WALL ( APPROXIMATELY 73' FROM THE NORTHEAST CORNER ON THE SECOND FLOOR) WAS DESIGNED TO BE REMOVED TO ACCOMMODATE THE NEW LABORATORY STRUCTURE.

FIELD LOCATE AND VERIFY PREPARED OPENING.

3. ALL UTILITY SERVICES, EXCEPT FOR THE LAB BUILDINGS SANITARY EFFLUENT, ARE PROVIDED / FED FROM THE EXISTING HEADHOUSE.

SEE OTHER DISCIPLINE DRAWINGS FOR ROUTING

4. ITEMS NOTED AS "UNDER CONSTRUCTION" ON THIS SHEET ARE NOT TO BE CONSTRUCTED UNDER THIS CONTRACT. ITEMS NOTED AS "UNDER CONSTRUCTION" ARE SHOWN AS PORTRAYED IN DESIGN DOCUMENTS ENTITLED "SUGARCANE RESEARCH LAB GREENHOUSE DESIGN" DATED 09/17/24. AS-BUILT LOCATIONS AND LAYOUT OF THESE ITEMS MAY VARY FROM THOSE SHOWN HEREIN. THESE ITEMS WERE NOT COMPLETE AT TIME OF SURVEY, DESIGN, OR PRODUCTION OF THESE CONTRACT DOCUMENTS.

44.7' ±

71.3'±

20'

SCALE: 1"=10'-0"

0 10' 30'

G

R0'-10"' TYP.

X

X

C O

M M

C O

M M

C O

M M

C O

M M

SD

SD

SD

SD

SD

SD

SD

U E

U E

U E

U E

U E

U E

U E

SD

SD

SD

SD

SD

E E

E

E

E

E

E

E

E

E

E

E

E U

E U

E U

E

E E

E

M

CP

CP

CB

CB

CB

CB

CB

CB

D

D X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

T

COMM

COMM

COMM

COMM

COMM

COMM

COMM

FH

W

CO

M

M

COMM

COMM

COMM

C O

M M

SD

SD

E

U E

U E

U E

UE

U E

U E

U E

SD

SD

SD

7 8

SS

SS

R D

R D

RD

R D

R D

R D

R D

R D

R D

RD

COMM

C O

M M

COMM

COMM

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

P

P

P

P

P

P

P

P

P

P

P

P

P

STORM DRAIN

MANHOLE

TOP 8.75

BOT 3.55

FL E 4.33 (18"RCP)

FL S 3.66 (18"RCP)

24" SQ CATCH BASIN

TOP 6.71

BOT 3.077

FL S 4.81 (12"RCP)

FL N 4.84 (12" RCP)

HEADHOUSE

FFE 9.39

MAIN BUILDING

FFE 7.52

BULL RUN ROAD

WATER METER

6 7 8 9

NEW LAB BUILDING

F.F.E.: 9.39

E

SD

SD

SD

RD

RD

RD

R D

R D

R D

RD

RD

RD

RD

RD

RD

RD

RD

RD

R D

RD

RD

RD

RD

RD

RD

RD

RD RD

RD

R D

R D

R D

R D

R D

R D

SS

SS

SS

R D

A B

D

F

A

7TYP.

7 TYP.

7 TYP.

C

H G

C

HG

GREENHOUSE

(UNDER CONSTRUCTION)

ASPHALT ROADW

AY

(UNDER CONSTRUCTION)

POWER AND COMMS TO

GATE OPERATOR

(UNDER CONSTRUCTION)

FENCING, GATE, AND OPERATOR

(UNDER CONSTRUCTION)

PROPOSED CONTOURS

(UNDER CONSTRUCTION)

N

P

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

G

G

G

G

O

RD

RD

R D

R D

R D

R D

R D

R D

R D

R D

R D

J

J

K

K

Q

L

M

K

W

W

W

W

W G

G

G

G

M

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

SUGARCANE RESEARCH LABORATORY

HOUMA, LOUISIANA

GRADING PLAN

C-102 6 17605/20/2026

REH

JLF

DRL FACILITIES ENGINEERING BRANCH

5106 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705-5100

XXX

WN

XXX

CM

JS

LEGEND EXISTING NEW

WATER

GAS

OVERHEAD ELECTRICAL PRIMARY

UNDERGROUND ELETRICAL PRIMARY

STORM DRAIN

ROOF DRAIN

SANITARY SEWER SERVICE

TELECOMMUNICATIONS

CHAIN LINK FENCE

FENCE (UNDER CONSTRUCTION)

MINOR CONTOUR

MAJOR CONTOUR

CONTOUR (UNDER CONSTRUCTION)

FENCE POWER SUPPLY (UNDER CONSTRUCTION)

COMMUNICATIONS PEDESTAL

CATCH BASIN

STORM DRAIN MANHOLE

FIRE HYDRANT

UTILITY POLE

GUY WIRE

CONCRETE

AGGREGATE DRVEWAY

SS

SD

UE

D

CB

CP

FH

COMM

X

E E

P

GENERAL NOTES

1. ITEMS NOTED AS "UNDER CONSTRUCTION" ON THIS SHEET ARE NOT TO BE CONSTRUCTED UNDER THIS CONTRACT. ITEMS

NOTED AS "UNDER CONSTRUCTION" ARE SHOWN AS PORTRAYED IN DESIGN DOCUMENTS ENTITLED "SUGARCANE RESEARCH LAB GREENHOUSE DESIGN" DATED 09/17/24. AS-BUILT LOCATIONS AND LAYOUT OF THESE ITEMS MAY VARY FROM THOSE SHOWN HEREIN. THESE ITEMS WERE NOT COMPLETE AT TIME OF SURVEY, DESIGN, OR PRODUCTION OF

THESE CONTRACT DOCUMENTS.

2. SEE PLUMBING FOR ROOF DRAIN PLUMBING INFORMATION IN BREEZEWAY.

X

SS

RD RD RD RD

40'

SCALE: 1"=20'-0"

0 20' 60'SCALE:

GRADING AND DRAINAGE PLAN

1" = 20'

C-102

SD

KEYED NOTES

1. CATCH BASIN PER DETAIL 2/C-301. TOP OF GRATE EL.: 5.8

2. 15" RCP (APPROX. 109 LF). INV. UP: 2.60 INV. DN: 2.41

3. CATCH BASIN PER DETAIL 2/C-301. TOP OF GRATE EL.: 5.8. OUTLET INV. EL.: ± 2.31 (MATCH

EXISTING STORM DRAIN INV. EL.)

4. MATCH END OF NEW ASPHALT DRIVEWAY TO PROPOSED ASPHALT ROADWAY ELEVATIONS.

5. PROVIDE NEW TELECOM VAULT TO MATCH EXISTING. TOP OF NEW VAULT TO BE 3" ABOVE

ADJACENT FINISHED GRADE ON ALL SIDES. PROTECT AND RELOCATE COMM. LINE FEEDS AS

REQUIRED TO FACILITATE VAULT ADJUSTMENT AND OTHER NEW CONSTRUCTION.

6. CONNECT TO TRENCH DRAIN @ INV. ± 7.33. SEE PLUMBING FOR CONTINUATION.

7. 12" ROOF DRAIN MAIN. PROVIDE DOUBLE 45 DEG BENDS AND CLEANOUTS AT ALL CHANGES IN

DIRECTION. PROVIDE CLEANOUTS AT ALL UPSTREAM PIPE ENDS. MAINTAIN MIN. 0.2% SLOPE

ON ALL REACHES. SEE ARCHITECTURAL FOR CONNECTIONS TO DOWNSPOUTS.

8. MATCH NEW SIDEWALK END TO EXISTING ASPHALT PAVEMENT EL. (APPROX 7.46)

9. 8" PVC DRAIN. ROUTE FROM TRENCH DRAIN INVERT (COORDINATE WITH PLUMBING). TIE INTO

EXISTING MANHOLE @ EL.: 7.0'. REPAIR REMOVED PAVEMENT WITH CONCRETE PATCH PER

8/C-300. PROVIDE CONNECTION TO EXISTING MANHOLE PER DETAIL 5/C301

10. CONNECT ROOF DRAIN @ INV. EL.: 4.85' TO EXISTING CATCH BASIN PER DETAIL 5/C-301.

11. CONNECT EXISTING DOWNSPOUTS ALONG THE HEAD HOUSE'S NORTHERN WALL TO TRENCH

DRAIN SYSTEM IN BREEZEWAY. SEE PLUMBING FOR DETAILS.

12. GRADE AGGREGATE FLUSH WITH ROADWAY PAVEMENT.

13. TRENCH DRAIN. SEE PLUMBING AND STRUCTURAL DRAWINGS.

14. PROVIDE DOUBLE 45DEG ELBOWS TO LOWER SECTION OF EXISTING UTILITY SERVICES AS

REQUIRED TO MAINTAIN 12" MIN CLEARANCE FROM ROOF DRAIN LINE.

SPOT ELEVATIONS

ID DESCRIPTION ELEVATION

A EDGE OF LANDING @ ASPHALT 7.5

B LANDING CORNER 7.6

C TOP OF RAMP 8.0

D SIDEWALK CORNER 8.9

E EDGE OF SLAB 8.8

F EDGE OF SLAB 8.7

G ASPAHLT CORNER 7.5

H SIDEWALK CORNER 8.0

J LANDING CORNER 9.37

K LANDING CORNER 9.27

L LANDING CORNER 8.52

M RAMP END / BEGINNING OF SDWLK 7.77

N ROOF DRAIN INVERT 7.25

O ROOF DRAIN INVERT @ TEE 6.79

P ROOF DRAIN OUTFALL INVERT 3.50

Q LANDING CORNER 8.50

C-300

NORTH

6.00' 9.00'

6.00'

6.00' 9.00'

C-301

C-102

SCALE:

ENLARGED VIEW OF EASTERN ACCESS RAMP

1" = 5'

C-102

10'

SCALE: 1"=5'-0"

0 5' 15'

G

PROVIDE EXPANSION JOINTS AT MAXIMUM SPACINGS OF 20 FEET

PROVIDE CONTROL/CONSTRUCTION JOINTS AT MAXIMUM SPACINGS

1/4"

WITH 3/8" JOINT FILLER

CONTRACTOR MAY USE CONSTRUCTION JOINTS IN LIEU OF CONTROL

ON CENTER AND AT THE ABUTMENT OF ALL STRUCTURES.

NOTE:

3.

2.

1.

4"

1/8" R TYP.

1/8" R, TYP.

1/8"

1"

4"

1"

1/8" R, TYP.

1/8"

7"

8"

6"

TC EL.: 8.0'

LC

9"

SIGN POST

CONCRETE BASE

FINISH GRADE

1- 3/4

1-

3/4

1"

HH

1/4"/FT. SLOPE

L

9" 4 1/2"

G

G

9" 2'-

6"

1'-6" DIA.

BLUE BACKGROUND

4'0"

4'0

2", TYP.

2"

TY

P.

1'-6" DIAMETER

CONCRETE BASE

WHITE SYMBOL

& BORDER

1/2" CARRIAGE BOLT

W/NUT & WASHER

(TYP.)

C POST &

SIGNBOARD

ALUMINUM

SIGNBOARD

3" DIA. SCH 40

GALV. POST.

CENTER SIGN WITH

HANDICAPPED

PARKING SPACE

xxxx

WHITE LETTERING

WHITE BORDER

BLUE

BACKGROUND

"VAN ACCESSIBLE"

SIGN

9"

8"

4" STRIPE

SEE SITE PLAN FOR

WIDTH AND / OR RADII

4"

2', TYP.

1/4" EXPANSION JOINT

PROVIDE EXPANSION JOINTS AT 20' ON CENTER

NOTE:

1.

6"

1/4"R TYP.

BOTH SIDESEDGE OF ASPHALT EL.

@ SIDEWALK 7.5

6"

ASPHALT PAVEMENT

4" CONCRETE SIDEWALK,W/ 6x6, W1.4xW1.4, W.W.F.

6'

FILL MATERIAL COMPACTED

PER SPECS.

EL.: 7.9 EL.: 8.0

NOTE: CENTER IN PARKING SPACE

OF 5 FEET ON CENTER.

JOINTS AT HIS OPTION.

45°

X X X X X

X X XX X X X X

90°

W6x6, 1.4x1.4 W.W.F. CENTERED IN SLAB W/ CHAIRS

5' 14"R

4"X X X X X X X2"

VARIES

SPRINGLINE

VARIES

BACKFILL

HAUNCHING

BACKFILL

D

12" INITIAL

FINAL

PIPE

SA

ND

ZONE

SPRINGLINE D

EXIST. GROUND

BACKFILL

HAUNCHING SA

ND

BURIED WARNING

TAPE

INITIAL

FINAL

BACKFILL

12"

12"

SAWCUT EXISTING ASPHALT

PAVEMENT AT EXTENET OF

PAVEMENT REMOVAL

BURIED

WARNING

TAPE

6x6, W4.0xW4.0

12" MIN.

PIPE

ZONE

6" 4000 PSI CONCRETE

4"CRUSHED AGGREGATE

MATCH REMOVED WIDTH / AREA

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

SUGARCANE RESEARCH LABORATORY

HOUMA, LOUISIANA

TYPICAL SITE DETAILS

C-300 7 17605/20/2026

REH

JMD

DRL FACILITIES ENGINEERING BRANCH

5106 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705-5100

XXX

WN

XXX

CM

JS

1. SIGN MUST BE PLACED CENTERED TO THE WIDTH

OF THE PARKING SPACE

2. ALL BOLTS, NAILS, WASHERS AND NUTS MUST BE

GALVANIZED STEEL.

3. HOLES FOR BOLTS SHALL BE DRILLED AT THE

CENTERLINE OF THE POSTS. HOLE DIAMETERS

MUST BE OF THE MINIMUM SIZE NECESSARY FOR

INSTALLATION OF THE BOLTS.

SCALE:

TYPICAL CONCRETE CURB

NONE

C-300

SCALE:

TYPICAL CONCRETE WALK AT PARKING LOT

NONE

C-300

SCALE:

TYPICAL HANDICAP SYMBOL DETAIL

NONE

C-300

SCALE:

TYPICAL HANDICAP PARKING SIGN DETAIL

NONE

C-300

SCALE:

TYPICAL PAVEMENT DETAILS

NONE

C-300

SCALE:

TYPICAL CROSS HATCHING DETAIL

NONE

C-300

SCALE:

TYPICAL CONCRETE WALK JOINT DETAILS

NONE

C-300

STANDARD HADICAP

SIGN SYMBOL

"VAN ACCESSIBLE" SIGN

SECTION H-H

SECTION G-GFRONT ELEVATION

CONTROL JOINT (WALK) CONSTRUCTION JOINT (WALK)

EXPANSION JOINT (WALK)

FILL HOLE WITH

SILICONE CAULK

2 - #3 REBARS

#6 @ 2' - 6" LONG

9"

2"

2" 3"

5"

1" DIA. HOLE

(TYP. 2)

5"

9" 1/4"

12" FROM EDGE

OF PAVEMENT

6' - 0"

2 - 7/8" 2 - 1/8"

4 - 1/2"

6" TYP.

SCALE:

CONCRETE WHEEL STOP

NONE

C-300

NOTES:

2" OF LOUISIANA DOTD 1" NMS MIX

TACK COAT.

4" OF LOUISIANA DOTD 1 1/2" NMS MIX

PRIME COAT

6" OF LA DOTD BASE COURSE STONE

COMPACTED TO 98% ASTM D1557.

LA DOTD CLASS D GEOTEXTILE MATL.

MIN. OF 12" OF SUITABLE, PROCESSED

IN-SITE SOILS OR STRUCTURAL FILL

COMPACTED TO 95% ASTM D1557.

1 3 4 52

4" BLUE PAVEMENT

MARKING

1"R

1/4"R

SCALE:

TYPICAL CONCRETE WALK (SITE)

NONE

C-300

SCALE:

FLAG POLE FOUNDATION DETAIL

NONE

C-300

48" MIN.

2"

54" MIN

3/16" STEEL SUPPORT PLATE

WELDED TO GROUND SPIKE

3/16" STEEL BASE PLATE

WELDED TO SLEEVE

TAMPED SAND

HOT DIPPED GALVANIZED

FOUNDATION SLEEVE

FLASH COLLAR

50' TALL POLE W/ EXT.

HALYARD AND BRUSHED

SATIN FINISH.

(14) EQ. SPACED

#5 VERT.

HANDHOLE FOR

ELECTRICAL SERVICE.

COORDINATE WITH ELECTRICAL.

(5) EQ. SPACED

#4 STIRRUP

PROVIDE EXPANSION JOINT ABOUT

FOUNDATION PERIMETER

FLAGPOLE SLAB PER 6/C-300

3/4" Ø STEEL LIGHTING SPIKE

12" MIN. LENGTH.

6"

NOTES

6 7

SCALE:

TYPICAL TRENCH DETAILS

NTS

C-300

TURFED AREA

PAVEMENT REPAIR / PATCH

5'-0"

X X X X X X X X X X X X

CONCRETE 6" THICK X

PLUG

C.I. BOX W/ COVER

1" MIN. CLEARANCE BETWEEN

PLUG & COVER.

SQUARE CONC.

WYE BRANCH

1"

FINISHED GRADE

BRASS PLUG

PAD WASTE PIPE

1'-0" WIDE

MIN. CLEAR

X X X X X X X X X X X X X X X X X X X X X

5 3/4" 6" 6"

6 3/4"

1'-0" 3"

9'-0"

4 1/2"

R3"

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

SUGARCANE RESEARCH LABORATORY

HOUMA, LOUISIANA

TYPICAL DETAILS

C-301 8 17605/20/2026

REH

JMD

DRL FACILITIES ENGINEERING BRANCH

5106 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705-5100

XXX

WN

XXX

CM

JS

SCALE:

TYPICAL ACCESS RAMP SECTION

NTS

C-301

SCALE:

TYPICAL CATCH BASIN DETAIL

NTS

C-301

1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASTO M 199) & C890.

2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQ. IN. PER FT. MAY BE USED.

WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS.

3. ALL CONCRETE SHALL BE 4000 PSI.

4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. ALL PIPES SHALL BE INSTALLED IN FACTORY PROVIDED

KNOCKOUTS.

5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS 2 INCHES.

6. ROUND KNOCKOUTS SHALL BE LOCATED ON THE REQUIRED SIDE(S).

7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FT.

8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH

REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-62ID. MATING SURFACES SHALL BE FINISHED TO ENSURE NON-ROCKING FIT WITH

ANY COVER POSITION.

9. BACKFILL SHALL BE PLACED IN UNIFORM 6" LIFT AND COMPACTED TO 98% STANDARD PROCTOR IN A MANOR THAT PREVENTS

DISPLACEMENT DURING CONSTRUCTION.

10. PACK AREA BETWEEN THE PIPE AND KNOCKOUT WITH NON-SHRINK GROUT.

11. PLACE FULL DEPTH 1/2" THICK EXPANSION MATERIAL BETWEEN THE TOP AND ADJOINING STRUCTURES OR PAVEMENT.

12. FINISH GRADE ADJACENT AREAS TO DRAIN TO THE GRATE.

REINFORCING

AS REQUIRED

FOR HS20

LOADING

W = OUTSIDE DIAMETER OF THE LARGEST PIPE + 4" MIN

GRATE FRAME

TOP ELEVATION

HS20 TRAFFIC

RATED GRATE

TOP SECTION

(2) #3 HOOP

INVERT

ELEVATION

KNOCKOUT

(TYPICAL)

W + 4

1-1/2"

W + 4

6" MIN

4"

W + 8 W + 8

4" MIN.

W

SQ.

1-1/2" DEEP RAVINE

(MATCH GRATE DIMENSIONS)

EXTEND NEW PIPE 2" MIN.

INTO THE EXISTING MANHOLE

EXISTING STRUCTURE WALL WALL

CORE DRILL

SEAL WITH NON SHRINK GROUT

INTERNAL EXPANSION

BAND

FLEXIBLE EDPM CONNECTION TO BE IN ACCORDANCE

WITH ASTM C923 OR APPROVED EQUAL

STAINLESS STEEL CLAMP

NEW DRAIN LINE

NOTE: CORE DRILL NEW PIPE OPENING.

4" MIN.

#4 L-BARS AT CORNERS

AS REQUIRED FOR HS20

LOADING

SCALE:

CONNECTION TO EXISITNG MANHOLE / CATCH BASIN

NTS

C-301

SCALE:

TYPICAL CLEANOUT DETAIL

NTS

C-301

6'-0" 108.0000 6'-0" SQ.

LANDING

1/2" EXPANSION JOINT WITH

FILLER MATERIAL TYP.

TOP OF LANDING: 9.37'

FG @ BLDG EDGE:

9.20 (TYP)'

FA

CE

O F

BL

DG

9.27

1/2" EXPANSION JOINT WITH

FILLER MATERIAL TYP.

1/2" EXPANSION

JOINT WITH FILLER

MATERIAL TYP.

1/2" EXPANSION JOINT WITH

FILLER MATERIAL TYP.

8.52 8.50

3" 1'-

5" 1'-

6"

TYP.SIDEWALK PER 6/C-300

LEVEL END WITH RAMP

END

7.75

6"

6X6 W2.9X2.9 WWF CENTERED

IN SLAB ON CHAIRS

FINISHED GRADE (BEYOND)

1 1/2" Ø ALUMINUM

HANDRAILS

C-301

6X6 W2.9X2.9 WWF CENTERED

IN SLAB ON CHAIRS

2 1/2" Ø HOLE FOR RECEIVING HANDRAIL POST. INFILL WITH NONSHRINK

GROUT AROUND POST. FINISH GROUT FLUSH WITH WALKING SURFACE.

4 1/2"

6"4"

SCALE:

PROFILE OF ACCESS RAMP

1" = 10'

C-301

20'

SCALE: 1"=10'-0"

0 10' 30'

3" 1'-

5" 1'-

6"

1 1/2" Ø ALUMINUM HANDRAILS

PREFORMED EMBEDMENT

POCKET FOR HANDRAIL POST

1/2

1/2" CHAMFER

TYPICAL

6'-0"

FINISHED GRADE

TYPICAL

PLACE EMBEDMENT POCKET WITHIN

CLEAR SPAN OF REINFORCEMENT

4 1/2"

TYP.TYP.

47.2320

1 1/2" Ø ALUMINUM

HANDRAILS

SIDE ELEVATIONFRONT ELEVATION

VARIABLE

6" MIN.

VARIABLE

(6'-0" MAX. OR AS DIRECTED BY THE ENGINEER)

LINE WIRES (MIN.

12 1/2 GAGE)

2'- 0"

M

IN

3'-

0"

3'- 0"

MI

N.

W

ID

TH

GE

OT

EX

TI

LE

FA

BR

IC

6" 2'

NOTES:

1. WIRE MUST BE MINIMUM OF 32" IN WIDTH AND MUST HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.

2. GEOTEXTILE FABRIC MUST BE A MINIMUM OF 36" IN WIDTH AND MUST BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER.

3. STEEL POST MUST BE 5'-0" IN HEIGHT AND OF THE SELF-FASTENER ANGLE STEEL TYPE. WOOD POST MUST BE A MINIMUM OF 5'-0" IN HEIGHT AND 3"

OR MORE IN DIAMETER. WIRE FENCE MUST BE FASTENED TO WOODEN POST WITH NOT LESS THAN 9 GAGE WIRE STAPLES 1" LONG.

4. GEOTEXTILE FABRIC MEETING THE TYPE II MATERIAL REQUIREMENTS AND INSTALLED ACCORDING TO SPECIFICATIONS MAY BE USED WITHOUT WIRE

FENCE.

TOP STRAND

(MIN. 10 GAGE)

BOTTOM STRAND

(MIN. 10 GAGE)

STAY WIRES

(MIN. 12 1/2 GAGE)

WIRE FENCE

GEOTEXTILE

FABRIC

GROUND LINE

GROUND LINE

STEEL OR

WOOD POST

WIRE FENCE

GEOTEXTILE FABRIC

FILL

SLOPE

GROUND

LINE

GEOTEXTILE FABRIC IN 6" X 6" TRENCH.

BACKFILL WITH SOIL AND COMPACT.

COMPACTED SOIL

SLOPE

EXISTING GROUND

2-STAKES EACH BALE

OVERLAP EDGES

EXIST. P

AVED ROAD

3'-0"

MOUNTABLE BERM REQD.

NOTE: UNDERLAY ENTIRE ENTRANCE WITH NONWOVEN GEOTEXTILE FABRIC.

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

SUGARCANE RESEARCH LABORATORY

HOUMA, LOUISIANA

EROSION CONTROL DETAILS

C-400 9 17605/20/2026

REH

JMD

DRL FACILITIES ENGINEERING BRANCH

5106 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705-5100

XXX

WN

XXX

CM

JS

SCALE:

TEMPORARY SILT FENCE DETAIL

NTS

C-400

FALL OF

DITCH (%)

DISTANCE

(ft.)

0 - 2 >2 - 3 >3 - 4 >4 - 5 >5 - 6

100' 75' 50' 40' 30' 25'>6

2'

MAX.

6' MIN.

2'

MIN.

INLET PROTECTION

SWALE PROTECTION

SCALE:

TYPICAL DRAINAGE FEATURE PROTECTION DETAILS

NTS

C-400

2" SQ. WOOD STAKE TYP.

12" Ø STRAW WATTLE

EMBEDDED 3" INTO GRADESTRAW BALE EMBEDDED 3"

INTO GRADE

STRAW BALE

EMBEDDED 3" INTO

GRADE

2' MAX

12" Ø STRAW WATTLE

EMBEDDED 3" INTO GRADE

DRAIN INLET

DRAIN INLET

STRAW BALE EMBEDDED 3"

INTO GRADE

AS REQUIRED

(12 ' M

IN.)

40' MIN.

COARSE AGGREGATE. AASHTO #1

STONE OR APPROVED DOT EQUAL

SCALE:

TYPICAL DRAINAGE FEATURE PROTECTION DETAILS

NTS

C-400

12" CORRUGATED PIPE AS REQD.

TO FACILITATE SITE DRAINAGE

SLOPE 1:5

SLOPE 1:5

12" MIN DEPTH OF AGGREGATE

6" MIN DEPTH OF AGGREGATE

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

SUGARCANE RESEARCH LABORATORY

HOUMA, LOUISIANA

BORING LOGS

C-500 10 17605/20/2026

REH

JMD

DRL FACILITIES ENGINEERING BRANCH

5106 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705-5100

XXX

WN

XXX

CM

JS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

SUGARCANE RESEARCH LABORATORY

HOUMA, LOUISIANA

BORING LOGS

C-501 11 17605/20/2026

REH

JMD

DRL FACILITIES ENGINEERING BRANCH

5106 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705-5100

XXX

WN

XXX

CM

JS

4.3 IMPORTANCE FACTOR, I = 1.0

4.4 EXPOSURE CATEGORY MUST BE "C".

5 EARTHQUAKE LOADS

7 FOUNDATIONS

5.1 BASED ON ASCE 7-22.

5.3 SITE CLASS: E

5.2 CATEGORY B

4.1 PER ASCE 7-22

4 WIND LOADS

4.2 BASIC WIND SPEED = 142 mph

ROOF LIVE LOAD = 20 PSF

2.3 MECHANICAL & ELECTRICAL ALLOWANCE = 6 PSF

1.1 BASED ON 2024 INTERNATIONAL BUILDING CODE (IBC-2024).

2 DESIGN DEAD LOADS (IN ADDITION TO STRUCTURAL COMPONENT WEIGHTS)

2.2 SUSPENDED CEILING AND ACOUSTICAL FIBER TILE = 4 PSF

3.1 ROOF LOADS

3.1.1

3 DESIGN LIVE LOADS

1 DESIGN REFERENCES:

3.2 FLOOR LOADS

2.5 SPRINKLER SYSTEM = 2 PSF

A. DESIGN CRITERIA

1.2 CLASSIFICATION OF BUILDINGS FOR WIND AND EARTHQUAKE LOADS IS "CATEGORY II"

2.1 ROOFING SYSTEM (INCLUDING INSULATION) = 6 PSF

3.2.3 STORAGE (LIGHT) = 125 PSF

3.2.4 STORAGE (HEAVY) = 250 PSF

3.2.1 OFFICES W/20PSF PARTITION = 70 PSF

3.2.2 MECHANICAL/ELECTRICAL ROOMS =125 PSF OR ACTUAL WEIGHT OF EQUIPMENT

3.2.5 ALL OTHER AREAS = 100 PSF

7.2 SLABS

7.2.1 FLOOR SLAB MUST BE STRUCTURALLY REINFORCED AND SUPPORTED BY GRADE

BEAMS WHICH ARE PILE-SUPPORTED DUE TO THE POTENTIAL EXCESSIVE SETTLEMENT.

7.1 PILE LOAD CAPACITY: THE ASSUMED PILE CAPACITY IS SHOWN IN THE FOLLOWING TABLE.

LENGTH OF

PILE

IN FEET

SINGLE PILE LOAD CAPACITY

IN KIPS FOR

CLASS "B" TIMBER PILES

7.3 SUBGRADE

SUBGRADE MUST BE AS UNIFORM AS POSSIBLE OVER THE ENTIRE FOUNDATION AREA.7.3.1

B. CONSTRUCTION SPECIFICATIONS

8.2 REQUIRED 28-DAY COMPRESSIVE STRENGTH FOR ALL STRUCTURAL CONCRETE = 4 KSI

CONCRETE DESIGN IS BASED ON THE "BUILDING CODE REQUIREMENTS FOR

IN ACCORDANCE WITH ACI 318, EXCEPT WHERE OTHERWISE INDICATED.

STIRRUPS, TIES, AND EMBEDDED PLATE ANCHORS, WHICH MUST BE

AND DIAGONALLY ACROSS CORNERS OF OPENINGS LARGER THAN 12"

SQUARE IN CONCRETE SLABS UNLESS OTHERWISE NOTED.

WITH ACI 318, LATEST EDITION, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

EXPOSED EDGES AND CORNERS, INCLUDING ALL EXTERIOR CONCRETE EDGES, MUST BE

DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL MUST BE

REINFORCEMENT STEEL MUST CONFORM TO ASTM A615, GRADE 60, EXCEPT

REINFORCEMENT STEEL WELDED TO EMBEDDED PLATES OR OTHER STRUCTURAL

SPLICES

PLACE 2-#5 BARS (1 EACH FACE) WITH A 2' PROJECTION ON SIDES

MAKE BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF

MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT MUST BE IN ACCORDANCE

PROVIDE ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT AT POSITIONS

SUBSTITUTION OF EXPANSION ANCHORS FOR EMBEDDED ANCHORS SHOWN ON

SHOWN ON THE DRAWINGS.

DRAWINGS WILL NOT BE PERMITTED WITHOUT APPROVAL BY THE CONTRACTING

8.6.6

8.6.5

8.6.4

8.6.7

8.6.3

PROVIDE SLEEVES FOR PIPE PENETRATIONS THROUGH THE FLOOR SLABS.

8.9

8.7

8.8

STEEL SHAPES MUST CONFORM TO ASTM A706, GRADE 60.

WELDED WIRE FABRIC MUST CONFORM TO ASTM A185M.

EQUAL SIZE AND SPACINGS WITH REQUIRED LAPS.

ASTM A615 GRADE 40.

REINFORCED CONCRETE", ACI 318, LATEST EDITION.

8 CONCRETE

CHAMFERED 3/4" ON THE EXTERIOR EXPOSED CORNERS.

8.6.2

REINFORCEMENT STEEL

PROVIDE TYPE II CEMENT FOR ALL CONCRETE.

8.6.1 8.6

8.4 8.3

8.1

PLACED WITH SETTING TEMPLATES.

ANCHOR BOLTS FOR BEAM BEARING PLATES AND COLUMN BASE PLATES MUST BE8.5

8.6.7.1 SPLICES ARE TO BE MADE SO THAT THE REQUIRED CLEAR DISTANCE

TO FACE OF CONCRETE WILL BE MAINTAINED.

8.6.7.2 WHEN REINFORCING BARS OF DIFFERENT SIZE ARE TO BE SPLICED, THE

LENGTH OF LAP MUST BE GOVERNED BY THE LARGER DIAMETER BAR.

8.6.7.3 BARS SPLICED BY NO CONTACT LAP SPLICES MUST NOT BE SPACED

TRANSVERSELY FATHER APART THAN ONE-FIFTH THE REQUIRED LAP SPLICE

LENGTH, NOR 6 IN.

8.6.7.4 DEVELOPMENT LENGTH AND LENGTH OF LAPPED SPLICE

f'c = 4 KSI Fy = 60 KSI

UNLESS SPECIFICALLY DETAILED, SPLICE CONTINUOUS BARS IN WALLS AND

7.6.8.2 BOTTOM BARS OVER SUPPORTS.

BEAMS AS FOLLOWS:

7.6.8.1 TOP BARS AT MIDSPAN.

8.6.8

8.10

10.2

REQUIRED TO ADEQUATELY BRACE THE BOTTOM CHORDS AGAINST LATERAL MOVEMENT

10.3

STANDARDS.

INCLUDING THE UPLIFT PRESSURE DUE TO WIND.

OVER 50 LBS. VERTICAL LOAD WITHOUT ADEQUATE REINFORCING OF BOTTOM CHORD.

10.4

NO VERTICAL LOAD MUST BE IMPOSED ON BRIDGING.

JOIST MANUFACTURER MUST CHECK THE JOIST SYSTEM AND PROVIDE BRIDGING AS

WELDING OF OPEN WEB JOISTS AND JOIST GIRDERS MUST COMPLY WITH AWS D1.1

BETWEEN PANEL POINTS OF STEEL JOISTS, THE BOTTOM CHORD MUST NOT SUPPORT

11.1

STRUCTURAL STEEL FOR BUILDINGS; MANUAL OF STEEL CONSTRUCTION ASD (NINTH

11 STRUCTURAL STEEL

EDITION); STRUCTURAL WELDING CODE AWS D1.1 AND D1.4.

WIDE FLANGE..................................... ASTM A-992 GRADE 50

CHANNELS.......................................... ASTM A-36 GRADE 36

ANGLES, PLATES AND RODS............. ASTM A-36 GRADE 36

HSS SHAPES (TUBE COLUMNS)........ ASTM A-500 GRADE B, Fy = 46 KSI

NON-SHRINK GROUT......................... ASTM C-1107 7 KSI (NON-METALIC)

STRUCTURAL SHAPES:

11.2

PIPE................................................... ASTM A-53 TYPE E OR S GRADE B

WT..................................................... ASTM A-992 GRADE 50

CODES: AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION FOR

MATERIALS:

PASSING THE AWS STANDARD QUALIFICATION TESTS.

WELDERS MUST BE QUALIFIED IN ACCORDANCE WITH AND HAVE EVIDENCE OF

MUST BE AWS A5.1 OR A5.5, E70XX ELECTRODES.

WHERE WELD SIZES ARE NOT SPECIFICALLY INDICATED, PROVIDE, AS A

WELDS MUST CONFORM TO LATEST AWS D1.1 STRUCTURAL WELDING CODE AND

BY THE SPECIFICATION FOR STRUCTURAL JOINTS.

DIAMETER OF 3/4", UNLESS OTHERWISE NOTED. BOLTED CONNECTIONS

MUST BE BEARING TYPE CONNECTIONS, UNLESS NOTED AS SLIP CRITICAL.

WASHERS MUST BE INSTALLED UNDER NUTS OF FASTENERS WHEN REQUIRED

BOLTS FOR BEAM CONNECTIONS MUST BE ASTM A-325N WITH A MINIMUM

PROVIDE 3/16" CAP PLATE FOR OPEN ENDED TUBE STEEL COLUMNS AND BEAMS.

MINIMUM 3/16" FILLET WELDS.

11.5

11.6

11.7

11.3

11.4

PROVIDE 3/8" CAP PLATE FOR W COLUMNS.

12 GENERAL REQUIREMENTS

60 32

OFFICER'S REPRESENTATIVE.

9 METAL DECKING

9.5

9.6

9.3

9.2

9.4

9.1

10.1

10 OPEN WEB STEEL JOISTS

STEEL DECK MUST BE IN ACCORDANCE WITH STEEL DECK INSTITUTE (SDI) "DESIGN

MANUAL FOR COMPOSITE DECKS, FORM DECKS, ROOF DECKS, AND CELLULAR METAL

FLOOR DECK WITH ELECTRICAL DISTRIBUTION", LATEST EDITION, AND DIAPHRAGM

DESIGN MANUAL, LATEST EDITION.

DO NOT SUSPEND PIPING, DUCTS, WORK UTILITIES OR OTHER LOADS INCLUDING

SUSPENDED ACOUSTICAL CEILINGS WITH INTEGRALLY SUPPORTED LIGHT FIXTURES

FROM ROOF AND FLOOR DECKING.

BEAR DECKING AT LEAST 2" AT SUPPORTS. LAP DECKING AT ENDS AT LEAST

2" AND CENTER LAPS OVER SUPPORTS. CENTER LAPS OVER ONE TOP CHORD

ANGLE AT OPEN-WEB STEEL JOISTS.

WELD METAL DECKING IN COMPLIANCE WITH ANSI/AWS D1.3 USING A MINIMUM OF

E60XX ELECTRODES. WELDERS MUST BE CERTIFIED AS REQUIRED BY THE GOVERNING

CODE AUTHORITY.

ALL STEEL DECK MUST BE CONTINUOUS OVER AT LEAST TWO SPANS UNLESS NOTED

OTHERWISE NOTED ON THE DRAWINGS.

WHERE NO SPECIFIC SUPPORT IS INDICATED, PROVIDE CONTINUOUS L3x3x1/4 OR

EQUIVALENT BENT PLATE AS NECESSARY TO SUPPORT DECK EDGES.

OPEN WEB JOISTS, JOIST GIRDERS AND BRIDGING MUST BE FABRICATED AND

ERECTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL

JOISTS AND JOIST GIRDERS" OF THE STEEL JOIST INSTITUTE (SJI), LATEST EDITION,

AND MUST COMPLY THE STEEL JOIST INSTITUTE (SJI), LATEST EDITION.

VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS

BEFORE STARTING WORK. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

ANY DISCREPANCIES.

SUBSTITUTIONS: PROVIDE MANUFACTURER'S ICBO REPORTS AND A LIST OF

ALL PROPOSED SUBSTITUTIONS TO THE CONTRACTING OFFICER FOR REVIEW

BEFORE FABRICATION.

PIPES, DUCTS, SLEEVES, CHASES, ETC.: MUST NOT BE PLACED IN SLABS,

BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR MUST ANY

STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS

SPECIFICALLY SHOWN. OBTAIN PRIOR WRITTEN APPROVAL FOR INSTALLATION

OF ANY ADDITIONAL PIPES, DUCTS, ETC.

EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT,

PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED.

CONSTRUCTION LOADS: MATERIALS MUST BE EVENLY DISTRIBUTED IF PLACED

ON FRAMED FLOORS OR ROOFS. LOADS MUST NOT EXCEED THE ALLOWABLE

LOADING FOR THE SUPPORTING MEMBERS AND THEIR CONNECTIONS.

CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS

AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT

INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. THE

CONTRACTOR MUST TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND

INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. NEITHER

THE OWNER, ARCHITECT NOR ENGINEER WILL ENFORCE SAFETY MEASURES OR

REGULATIONS. THE CONTRACTOR MUST DESIGN, CONSTRUCT AND MAINTAIN

ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND BE SOLELY

RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY

AND HEALTH STANDARDS, LAWS AND REGULATIONS.

PROVIDE TEMPORARY BRACING AS REQUIRED DURING THE ERECTION OF THE

STRUCTURAL FRAME, ROOF AND FLOOR MEMBERS. BRACING MUST BE FULLY

EFFECTIVE UNTIL ROOF AND FLOOR DEAD LOADS ARE IN PLACE.

PROCEED WITH BACK FILLING OPERATIONS IN A SAFE AND UNIFORM MANNER.

SEE SPECIFICATIONS FOR REQUIREMENTS. CONCRETE GRADE WALLS MUST

BE TEMPORARILY BRACED IF BACKFILL IS ONLY ON ONE SIDE OR BACK

FILLED ON BOTH SIDES SIMULTANEOUSLY, WHERE REQUIRED, TO PREVENT

DEFLECTION, CRACKING OR FAILURE OF CONCRETE GRADE WALLS.

DO NOT SCALE DRAWINGS.

IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE

ARS SAFETY REQUIREMENTS AND ALL OSHA REQUIREMENTS.

12.1

12.2

12.3

12.4

12.5

12.8

12.9

12.10

12.6

12.7

CONSTRUCTION JOINTS IN GRADE BEAMS MUST BE LOCATED WITHIN THE MIDDLE

THIRD OF THE BEAM SPAN.

8.11

U

D A

S

STRUCTURAL GENERAL NOTES

S-001

TENSION AND DEVELOPMENT SPLICE LENGTHS - 4000 PSI CONCRETE

DEVELOPMENT LENGTH SPLICE LENGTH STANDARD 90° HOOK

#3

#4

#5

#6

#7

#8

2.25

3.75

4.5

5.25

BAR

SIZE

TOP

BAR

(INCHES)

OTHER

BAR

(INCHES)

TOP

BAR

(INCHES)

OTHER

BAR

(INCHES)

EMBED

(INCHES)

LEG

LEGNTH

(INCHES)

BEND DIA.

(INCHES)

NOTES:

1. STRAIGHT DEVELOPMENT LENGTH AND SPLICE LENGTHS ARE BASED ON

UNCOATED BARS ASSUMING CENTER TO CENTER BAR SPACING GREATER

THAN 3 BAR DIAMETERS WITHOUT TIES OR STIRRUPS OR 2 BAR DIAMETER

WITH TIES OR STIRRUPS, AND CLEAR CLOVER OF 1 BAR DIAMETER.

2. TOP BARS ARE HORIZONTAL BARS WITH MORE…