CDPG Greenhouse Final Drawings - Parlier.pdf

NO SCALELOCATION MAP

N

SAN JOAQUIN VALLEY

PACIFIC WEST AREA

USDA / AGRICULTURAL RESEARCH SERVICE

DWG. NO.

INDEX OF DRAWINGS

SHEET NO. TITLE

T-101 B-101 C-100 C-101 C-102 C-501 S-001 S-101 A-101 A-201 A-301 M-001 M-101 P-001 P-101 E-001 E-601

EL-101

EL-102

EP-101

ES-101

TITLE SHEET

BORING LOGS

GENERAL NOTES

SITE SURVEY & DEMOLITION

SITE PLAN

CIVIL DETAILS

GREENHOUSE STRUCTURAL NOTES

GREENHOUSE FOUNDATION PLAN

FLOOR PLAN

EXTERIOR ELEVATIONS

CROSS SECTION & SCHEDULES

MECHANICAL NOTES, ABBREVIATIONS, & LEGEND

MECHANICAL FLOOR PLAN

PLUMBING ABBREVIATIONS, NOTES, & LEGEND

PLUMBING FLOOR PLAN

ELECTRICAL LEGEND

PROPOSED SINGLE LINE DIAGRAM

LIGHTING FIXTURE SCHEDULE

LIGHTING PLAN

POWER PLAN

ELECTRICAL SITE PLAN

CDPG GREENHOUSE

USDA

AGRICULTURAL SCIENCES CENTER

PARLIER, CALIFORNIA

PARLIER, CALIFORNIA

CALIFORNIA, USA NO SCALE

LOCATION

PROJECT

LOCATION

PROJECT

N

A/E DESIGN CONTRACT #12639521D0053

A/E DESIGN TASK ORDER #12905B23F0116

SAN JOAQUIN VALLEY

AGRICULTURAL SCIENCES CENTER

9611 S. RIVERBEND AVE.

PARLIER, CA 93648

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

c P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

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 - ARS - PWA

800 BUCHANAN STREET

ALBANY, CA 94710

SAN JOAQUIN VALLEY

AGRICULTURAL SCIENCES CENTER

PARLIER, CALIFORNIA

CDPG GREENHOUSE

TITLE SHEET

T-101 1 214/3/2024

RPP

RPP

FEJ

XXX

6323-A

T. GOEBEL

P. SMITH

Boring Log No. B1 Location:

Latitude: 36.5953° Longitude: -119.5147°

See Exploration Plan

Depth (Ft.) Elevation: 338 (Ft.) +/-

10-11-11

8-8-6 5.0 121

4.8 120 31

4-5-5

6.3 118

3-4-6 5.9 108

5-7-7 6.2 104 18

13.0 325

5-8-8

3.6 95

6-8-8

21.5 316.5

1.6 90

Gr ap hic Lo g

Mo de l L ay er

De pth

(F t.)

W ate r L ev el Ob se rva tio ns

Sa mp le Ty pe

Fie ld

Te st

Re su lts

W ate r Co nte nt

Dr y U nit W eig ht

(p cf)

Pe rce nt Fin es

Location:

Latitude: 36.5952° Longitude: -119.5146°

See Exploration Plan

Depth (Ft.) Elevation: 338 (Ft.) +/-

9-12-15

7-9-8

7.0

6.3

112 36

4-5-7

27-50/4" 6.7 89

7.4 116

13-14-19 4.4 120

13.0 325

7-9-10

1.5 88

9-8-10

21.5 Boring Terminated at 21.5 Feet

316.5

3.0 97

Water Level Observations Groundwater not encountered

Drill Rig D90 Truck Hammer Type Automatic

Notes Elevation Reference: Elevations Estimated Using Google Earth

Driller E. Santellan Logged by E. McArthur Boring Started 11-20-2023 Boring Completed 11-20-2023

Gr ap hic Lo g

Mo de l L ay er

De pth

(F t.)

W ate r L ev el Ob se rva tio ns

Sa mp le Ty pe

Fie ld

Te st

Re su lts

W ate r Co nte nt

Dr y U nit W eig ht

(p cf)

Pe rce nt Fin es

BORING LOCATIONS

FOR GREENHOUSE

BORING LOCATIONS

LABORATORY (FUTURE PHASE-NOT IN SCOPE)

SILTY SAND (SM), fine to medium grained, brown, medium dense loose reddish brown, very dense, weak cementation medium dense

POORLY GRADED SAND (SP), fine to coarse grained, tan, medium dense fine to medium grained

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations.

Advancement Method 4" Solid Stem Auger Abandonment Method Boring backfilled with cement grout upon completion.

POORLY GRADED SAND (SP), fine to medium grained, tan, medium dense fine to coarse grained

SILTY SAND (SM), fine to medium grained, brown, medium dense loose

SCALE:

BORING LOGS

NONE

B-101

SCALE:

EXPLORATION PLAN

NONE

B-101

Geotechnical Engineering Report Additional Greenhouses and Laboratory Buildings | Parlier, California December 22, 2023 | Terracon Project No. NA235092

Boring Terminated at 21.5 Feet

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

c P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

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 - ARS - PWA

800 BUCHANAN STREET

ALBANY, CA 94710

SAN JOAQUIN VALLEY

AGRICULTURAL SCIENCES CENTER

PARLIER, CALIFORNIA

CDPG GREENHOUSE

BORING LOGS

B-101 2 214/3/2024

RPP

T. GOEBEL

P. SMITH

ALL WORK THIS SHEET IS TO BE INCLUDED AS PART OF THE BASE BID

Boring Log No. B2 holivi Approved holivi Date 04/02/2024 holivi 04/02/2024 holivi

DEMOLITION NOTES

D-1 PROTECT ASSETS AND FINISHES NOT SHOWN TO BE REMOVED. ANY DAMAGE

CAUSED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED TO MATCH THE

EXISTING CONDITIONS AT NO COST TO THE GOVERNMENT.

D-2 AT A MINIMUM, PROVIDE 4' TALL TEMPORARY ORANGE HIGH DENSITY

POLYETHYLENE SAFETY FENCE TO ISOLATE HAZARD AND CONSTRUCTION

FROM UNAUTHORIZED ACCESS.

D-3 CARE SHALL BE TAKEN IN ALL OPEN SUBGRADES TO PREVENT DETERIORATION

CAUSED BY WEATHER. DEWATER ALL OPEN SUBGRADES AS REQUIRED TO

MAINTAIN STABILITY..

D-4 THE CONTRACTOR SHALL CONTROL THE SPREAD OF DUST AND IRRITANTS TO

OTHER SPACES, ADJACENT BUILDINGS AND OUTSIDE OF DESIGNATED WORK

AREAS.

D-5 THE CONTRACTOR SHALL PROVIDE CLEAN, STRAIGHT, NEAT CUTS FOR

DEMOLITION THAT MINIMIZE IMPACTS AND ADVERSE EFFECTS ON EXISTING

FINISHES. COORDINATE THE LOCATION OF THE CUTS TO ACCOMMODATE FINAL

FINISHES. ANY DAMAGED ASSET OR FINISH, NOT SHOWN TO BE REMOVED,

SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE TO MATCH IN A

"LIKE-IN-KIND" CONDITION.

D-6 THE REPAIR IS DESIGNED TO BE VIABLE IN ITS FULLY CONSTRUCTED, FINAL

CONFIGURATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE

SAFETY AND STABILITY OF ALL COMPONENTS DURING CONSTRUCTION.

GENERAL NOTES

GN-1 THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE THE PROJECT

SPECIFICATIONS. REVIEW ALL 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 SHALL

IMMEDIATELY COMMUNICATE, IN WRITING TO THE CONTRACTING OFFICER,

CONCERNS WHERE THEY BELIEVE DESIGN DOCUMENTS ARE INSUFFICIENT,

INADEQUATE OR INCORRECT FOR PERFORMING THE CONSTRUCTION WORK.

GN-2 EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS AS

LOCATED AT THE TIME OF THE DESIGN SITE VISIT.

AT THE BEGINNING OF THE PROJECT AND PRIOR TO ORDERING

MATERIALS:

· THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE

EXACT LOCATION OF EXISTING UTILITIES ON SITE.

· WHERE NEW WORK IS INDICATED TO CROSS EXISTING UTILITIES,

THE CONTRACTOR SHALL ANTICIPATE RELOCATING THE EXISTING

SERVICE TO ACCOMMODATE THE NEW INSTALLATION.

· THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES,

DETERMINE THE POINTS OF CONNECTIONS (SUCH AS WATER,

SEWER, ELECTRIC, GAS, COMMUNICATION AND STORM DRAINAGE).

DOCUMENT ALL FINDINGS AND PROVIDE 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 ALL EXISTING

CONSTRUCTION DURING EXCAVATION.

GN-3 COORDINATE CIVIL WORKS AND OTHER TRADES.

GN-4 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE

TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION

ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS

SHOWN.

GN-5 THE CONTRACTOR SHALL TAKE CARE, BY THE USE OF GRADING, DIVERSION

AND DEWATERING, TO PREVENT PONDING OF WATER ON SITE IN AREAS OF

STRUCTURAL AND PAVEMENT SUBGRADES.

GN-6 THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF ALL OF THE NEW

UTILITIES AND SERVICE.

GN-7 PRODUCTS SHALL BE INSTALLED PER MORE STRINGENT REQUIREMENTS OF

THE DESIGN DOCUMENTS OR THE MANUFACTURER'S PRINTED INSTRUCTIONS

FOR THE INDICATED APPLICATION. THESE INSTRUCTIONS SHALL BE

MAINTAINED ON SITE FOR THE DURATION OF THE CONTRACT AT A MINIMUM.

GN-8 AT THE COMPLETION OF GRADING, THE CONTRACTOR SHALL RESPREAD 4"

ON ALL DISTURBED UNIMPROVED AREAS, AS REQUIRED TO ESTABLISH

VEGETATIVE COVER. AT THE COMPLETION OF THE PROJECT, HAUL EXCESS

OFF SITE.

GN-9 ALL STORM WATER, DE-WATERING, AND WASH-WATER SHALL BE

PRE-TREATED WITH AN ACCEPTED MANAGEMENT PRACTICE PRIOR TO BEING

DISCHARGED INTO A STORM WATER CONVEYANCE.

PERMIT NOTES

P-1 THE CONTRACTOR SHALL APPLY FOR, OBTAIN AND COMPLY WITH ALL NECESSARY

PERMITS.

P-2 COPIES OF ALL PERMITS SHALL BE MAINTAINED ON SITE. HARD COPIES OF ALL

PERMITS SHALL BE PROVIDED TO THE CONTRACTING OFFICER OR DESIGNATED

REPRESENTATIVE.

RECORD DRAWING NOTES:

RD-1 CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES

THROUGH THE DURATION OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS IN

CADD FORMAT, SHALL BE SUBMITTED TO THE CONTRACTING OFFICER.

RD-2 DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE

FOR KEEPING TRACK OF ANY CONTRACTING OFFICER APPROVED FIELD

CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON APPROVED

CONSTRUCTION DRAWINGS. THESE REVISIONS SHALL BE USED TO PREPARE

RECORD DRAWINGS OF COMPLETED CONSTRUCTION.

RD-3 ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS, AND

ANY OTHER CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED ON THE

ORIGINAL, APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES

BURIED OR CONCEALED CONSTRUCTION AND UTILITY FEATURES THAT WERE

REVEALED DURING CONSTRUCTION.

COORDINATION AND COMMUNICATION

CC-1 CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE

APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE

CONSTRUCTION SITE AT ALL TIMES WHILE WORK IS IN PROGRESS. THE

SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE CONTRACTOR'S

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

CONTRACTOR'S REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE,

AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED.

CC-2 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION

BETWEEN ALL SUBCONTRACTORS AND THE CONTRACTING OFFICER. ALL

CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER.

OTHER SAFETY REQUIREMENTS

SR-1 CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS AND

THE USCAE EM 385-1-1 SAFETY AND HEALTH REQUIREMENT MANUAL".

SR-2 THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS DAILY AND PRIOR TO

LEAVING THE SITE EACH DAY TO REMEDY ANY SAFETY CONCERNS IMMEDIATELY.

SR-3 THERE SHALL BE NO PERMANENT WASTE SITES ON GOVERNMENT PROPERTY. ANY

TEMPORARY WASTE AREA SHALL BE APPROVED BY THE CONTRACTING OFFICER

AND SHALL BE KEPT IN AN ORDERLY CONDITION. ALL WASTE IS SUBJECT TO THE

REMOVAL AT DIRECTION OF THE CONTRACTING OFFICER.

SR-4 LOCATE ALL UTILITIES IN ACCORDANCE WITH STATE & LOCAL REQUIREMENTS.

CONTACT 811 BEFORE YOU DIG.

GT-2 GROUNDWATER:GROUNDWATER WAS NOT ENCOUNTERED IN OUR TEST BORINGS WHILE DRILLING.

GROUNDWATER LEVEL FLUCTUATIONS OCCUR DUE TO SEASONAL VARIATIONS IN THE AMOUNT OF

RAINFALL, RUNOFF, AND OTHER FACTORS NOT EVIDENT AT THE TIME THE BORINGS WERE

PERFORMED. THEREFORE, GROUNDWATER LEVELS DURING CONSTRUCTION OR AT OTHER TIMES IN

THE LIFE OF THE STRUCTURES MAY BE HIGHER OR LOWER THAN ANTICIPATED.

GT-3 FOUNDATIONS:

ALLOWABLE BEARING PRESSURE = 2,500 PSF.

GT-4 SITE PREPARATION:

PRIOR TO PLACING FILL, EXISTING VEGETATION, TOPSOIL, AND ROOT MATS SHOULD BE

REMOVED.REMEDIAL GRADING MUST INCLUDE OVER-EXCAVATION, REPLACEMENT, AND

COMPACTION OF SOILS BENEATH THE NEW CONSTRUCTION. THE SUBGRADE SOILS IN THE

FOOTPRINT AND AT LEAST 10 FEET BEYOND THE FOOTPRINT OF THE PROPOSED GREENHOUSE BE OVER-EXCAVATED TO 5 FEET. THE EXCAVATED SOILS MAY THEN BE REPLACED AND COMPACTED AS STRUCTURAL FILL. IN-SITU SOIL MATERIALS WHICH CONTAIN LESS THAN 3 PERCENT ORGANICS CAN

BE REUSED AS ENGINEERED FILL PROVIDED THE MATERIAL MEETS THE SPECIFICATIONS FOR

GENERAL OR STRUCTURAL FILL. IF EXISTING SOILS ARE USED, THEY SHOULD BE SUBMITTED AND

DOCUMENTED BY THE CONTRACTOR.

GT-5 EARTHWORK:

AS A MINIMUM, EXCAVATIONS SHOULD BE PERFORMED IN ACCORDANCE WITH OSHA 29 CFR, PART

1926, SUBPART P, “EXCAVATIONS” AND ITS APPENDICES, AND IN ACCORDANCE WITH ANY

APPLICABLE LOCAL AND/OR STATE REGULATIONS. STOCKPILES OF SOIL, CONSTRUCTION

MATERIALS, AND CONSTRUCTION EQUIPMENT SHOULD NOT BE PLACED NEAR TRENCHES OR

EXCAVATIONS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STABILITY OF ADJACENT

STRUCTURES DURING CONSTRUCTION.

PRIOR TO STRUCTURAL FILL PLACEMENT, THE UPPER 18 INCHES OF THE RESULTING SUBGRADE

SHOULD BE MOISTURE CONDITIONED AND RECOMPACTED TO MINIMIZE THE EFFECTS OF

COLLAPSIBLE SOILS. TESTED FOR COMPACTION TO VERIFY THE SOILS HAVE ACHIEVED THE

REQUIRED COMPACTION.

ONCE CUTS AND OVER-EXCAVATION OPERATIONS ARE COMPLETE, SUBGRADE THAT WILL RECEIVE

FILL OUTSIDE THE GREENHOUSE FOOTPRINT SHOULD BE PROOFROLLED WITH AN ADEQUATELY

LOADED VEHICLE . THE PROOFROLLING SHOULD BE PERFORMED UNDER THE OBSERVATION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. AREAS EXCESSIVELY DEFLECTING UNDER THE PROOFROLL SHOULD BE DELINEATED AND SUBSEQUENTLY ADDRESSED. EXCESSIVELY WET OR

DRY MATERIAL SHOULD EITHER BE REMOVED, OR MOISTURE CONDITIONED AND RECOMPACTED.

ALL EXPOSED AREAS OUTSIDE THE GREENHOUSE FOOTPRINT WHICH WILL RECEIVE FILL,, SHOULD BE SCARIFIED, MOISTURE CONDITIONED AS NECESSARY, AND COMPACTED PER THE COMPACTION

REQUIREMENTS. THE SCARIFICATION SHOULD BE A MINIMUM OF 18 INCHES.

FOLLOWING SCARIFICATION, MOISTURE CONDITIONING, AND COMPACTION OF THE SUBGRADE

SOILS, COMPACTED STRUCTURAL FILL SOIL SHOULD THEN BE PLACED TO THE PROPOSED DESIGN

GRADE AND THE MOISTURE CONTENT AND COMPACTION OF SUBGRADE SOILS SHOULD BE

MAINTAINED UNTIL FOUNDATION CONSTRUCTION.

ANY IMPORTED FILL MATERIALS (STRUCTURAL ENGINEERED FILL) MUST MEET THE FOLLOWING

MATERIAL PROPERTY REQUIREMENTS:

SOIL TYPE USCS CLASSIFICATIONACCEPTABLE PARAMETERS (FOR STRUCTURAL FILL)

LOW PLASTICITY

GRANULAR

ML (SANDY SILT)

GW, GM, SW, SM

COHESIVE

LIQUID LIMIT LESS THAN 30

LESS THAN 50% PASSING NO. 200 SIEVE

PLASTICITY INDEX LESS THAN 10

LESS THAN 60% PASSING NO. 200 SIEVE

PLACE FILLS IN ACCORDANCE WITH THE FOLLOWING:

- 8 INCHES OR LESS IN LOOSE THICKNESS WHEN HEAVY, SELF-PROPELLED COMPACTION

EQUIPMENT IS USED.

- 4 TO 6 INCHES IN LOOSE THICKNESS WHEN HAND-GUIDED EQUIPMENT (I.E., JUMPING JACK

OR PLATE COMPACTOR) IS USED.

COMPACT FILLS TO A MINIMUM OF 95% OF MAXIMUM DENSITY AND OPTIMUM WATER

CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D 1557).

GT-6 GRADING:

ALL GRADES MUST PROVIDE EFFECTIVE DRAINAGE AWAY FROM THE BUILDING DURING AND

AFTER CONSTRUCTION AND MUST BE ESTABLISHED AND MAINTAINED.

FINDINGS AND RECOMMENDATIONS FOR THIS WORK ARE BASED ON THE

“ADDITIONAL GREENHOUSES AND LABORATORY BUILDINGS GEOTECHNICAL

ENGINEERING REPORT”(DATED JANUARY 10, 2023 - TERRACON PROJECT NO.

NA235092). THESE ARE INCLUDED IN THE APPENDICES OF THE PROJECT

SPECIFICATION. ALL EARTHWORK FOR THIS PROJECT SHALL CONFORM TO THE

MORE STRINGENT REQUIREMENTS OF THE GEOTECHNICAL REPORT OR THE

PROJECT SPECIFICATIONS.

REUSE OF ON-SITE SOIL: EXCAVATED ON-SITE SOIL MAY BE SELECTIVELY REUSED

AS FILL. MATERIAL PROPERTY REQUIREMENTS FOR ON-SITE SOIL FOR USE AS

GENERAL FILL AND STRUCTURAL FILL ARE NOTED IN THE FOLLOWING TABLE:

GT-8 OBSERVATION AND TESTING:

THE EARTHWORK EFFORTS SHOULD BE OBSERVED BY THE THIRD PARTY TESTING

AGENCY. OBSERVATION SHOULD INCLUDE DOCUMENTATION OF ADEQUATE REMOVAL

OF SURFICIAL MATERIALS (VEGETATION, TOPSOIL, DEBRIS) AS WELL AS

PROOFROLLING AND MITIGATION OF UNSUITABLE AREAS DELINEATED BY THE

PROOFROLL.

EACH LIFT OF COMPACTED FILL SHOULD BE TESTED, EVALUATED, AND REWORKED,

AS NECESSARY, AS RECOMMENDED BY THE ENGINEER PRIOR TO PLACEMENT OF

ADDITIONAL LIFTS. EACH LIFT OF FILL SHOULD BE TESTED FOR DENSITY AND WATER

CONTENT AT A FREQUENCY OF AT LEAST ONE TEST FOR EVERY 1,000 SQUARE FEET

OF COMPACTED FILL IN THE BUILDING AREA. WHERE NOT SPECIFIED BY LOCAL

ORDINANCE, ONE DENSITY AND WATER CONTENT TEST SHOULD BE PERFORMED FOR

EVERY 30 LINEAR FEET OF COMPACTED UTILITY TRENCH BACKFILL A MINIMUM OF

ONE TEST PERFORMED FOR EVERY 12 VERTICAL INCHES OF COMPACTED BACKFILL.

IN AREAS OF FOUNDATION EXCAVATIONS, THE BEARING SUBGRADE SHOULD BE

EVALUATED BY THE CONTRACTOR. IF UNANTICIPATED CONDITIONS ARE OBSERVED,

THE ENGINEER SHOULD PRESCRIBE MITIGATION OPTIONS.

GEOTECHNICAL NOTES

THE RECOMMENDATIONS BELOW ARE BASED ON GEOTECHNICAL REPORT

TITLED "ADDITIONAL GREENHOUSES AND LABORATORY BUILDINGS"

(TERRACON PROJECT NO. NA235092) IS TO BE INCLUDED WITH

SPECIFICATIONS AND SHALL BE ADHERED TO BY CONTRACTOR.

GT- 1 CHARACTERIZATION IS GENERALLY DESCRIBED AS:

· LOOSE TO VERY DENSE, POORLY GRADED SAND WITH VARIOUS AMOUNTS OF SILT AND

MEDIUM STIFF TO STIFF, SILT WITH VARIOUS AMOUNTS OF FINE-GRAINED SAND TO THE

MAXIMUM DEPTH EXPLORED OF 21½ FEET.

· BASED ON THIS SOURCE, THE NEAR-SURFACE MATERIALS ARE RATED “LOW” FOR

CORROSION TO CONCRETE AND “LOW” FOR CORROSION OF STEEL.

TRENCH BACKFILLS SHOULD BE MECHANICALLY PLACED AND COMPACTED AS

MENTIONED ABOVE. COMPACTION OF INITIAL LIFTS SHOULD BE ACCOMPLISHED WITH

HAND -OPERATED TAMPERS OR OTHER LIGHTWEIGHT COMPACTORS. FLOODING OR

JETTING FOR PLACEMENT AND COMPACTION OF BACKFILL IS NOT RECOMMENDED.

ALL TRENCH EXCAVATIONS SHOULD BE MADE WITH SUFFICIENT WORKING SPACE TO

PERMIT CONSTRUCTION INCLUDING BACKFILL PLACEMENT AND COMPACTION. CLEAN

GRANULAR FILL SHOULD BE TRACKED OR TAMPED IN PLACE WHERE POSSIBLE IN

ORDER TO LIMIT THE AMOUNT OF FUTURE DENSIFICATION WHICH MAY CAUSE

LOCALIZED SETTLEMENTS OVER TIME.

MATERIAL SUITABILITY MUST BE DETERMINED IN THE FIELD AT TIME OF

CONSTRUCTION.

EXPOSED GROUND SHOULD BE SLOPED AND MAINTAINED AT A MINIMUM 5 PERCENT

AWAY FROM THE BUILDING FOR AT LEAST 10 FEET BEYOND THE PERIMETER OF THE

BUILDING.

STRUCTURAL FILL -

LIFTS 8 INCHES OR LESS IN LOOSE THICKNESS WHEN HEAVY, SELF-PROPELLED

COMPACTION EQUIPMENT IS USED. 4 TO 6 INCHES IN LOOSE THICKNESS WHEN HAND-

GUIDED EQUIPMENT (I.E., JUMPING JACK OR PLATE COMPACTOR) IS USED.

COMPACTION: 95% OF MAX. FOR STRUCTURAL FILL BELOW FOUNDATIONS AND

SLABS, FOR AGGREGATE BASE, AND FOR FILLS THICKER THAN 5 FEET. 90% OF MAX.

FOR ALL OTHER LOCATIONS

WATER CONTENT (MOISTURE CONDITIONING): LOW PLASTICITY COHESIVE: +1% TO

+3% ABOVE OPTIMUM. GRANULAR: -2% TO +2% OF OPTIMUM. MOISTURE CONTENT

AND COMPACTION OF SUBGRADE SOILS SHOULD BE MAINTAINED UNTIL FOUNDATION

AND SLAB CONSTRUCTION.

COMPACT FILLS TO A MINIMUM OF 95% OF MAXIMUM DENSITY AND OPTIMUM WATER

CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D 1557).

GT-6 GRADING:

ALL GRADES MUST PROVIDE EFFECTIVE DRAINAGE AWAY FROM THE BUILDING DURING AND

AFTER CONSTRUCTION AND MUST BE ESTABLISHED AND MAINTAINED.

GT-7 UTILITY TRENCH BACKFILL:

ANY SOFT OR UNSUITABLE MATERIALS ENCOUNTERED AT THE BOTTOM OF UTILITY

TRENCH EXCAVATIONS SHOULD BE REMOVED AND REPLACED WITH STRUCTURAL

FILL OR BEDDING MATERIAL IN ACCORDANCE WITH PUBLIC WORKS SPECIFICATIONS.

THIS RECOMMENDATION IS PARTICULARLY APPLICABLE TO UTILITY WORK REQUIRING

GRADE CONTROL AND/OR IN AREAS WHERE SUBSEQUENT GRADE RAISING COULD

CAUSE SETTLEMENT IN THE SUBGRADE SUPPORTING THE UTILITY. TRENCH

EXCAVATION SHOULD NOT BE CONDUCTED BELOW A DOWNWARD 1:1 PROJECTION

FROM EXISTING FOUNDATIONS WITHOUT ENGINEERING REVIEW OF SHORING

REQUIREMENTS AND GEOTECHNICAL OBSERVATION DURING CONSTRUCTION.

ON-SITE MATERIALS ARE CONSIDERED SUITABLE FOR BACKFILL OF UTILITY AND PIPE

TRENCHES FROM 1 FOOT ABOVE THE TOP OF THE PIPE TO THE FINAL GROUND

SURFACE, PROVIDED THE MATERIAL IS FREE OF ORGANIC MATTER AND

DELETERIOUS SUBSTANCES. WHERE TRENCHES ARE PLACED BENEATH SLABS OR

FOOTINGS, THE BACKFILL SHOULD SATISFY THE GRADATION AND ATTERBERG LIMIT

REQUIREMENTS OF STRUCTURAL ENGINEERED FILL.

PROPERTY STRUCTURAL FILL GENERAL FILL

COMPOSITION FREE OF DELETERIOUS MATERIAL FREE OF DELETERIOUS MATERIAL

MAXIMUM PARTICLE SIZE

FINES CONTENT

PLASTICITY

3 INCHES

LESS THAN 60% PASSING NO. 200

MAXIMUM LIQUID LIMIT OF 30

6 INCHES (OR 2

3 OF THE LIFT THICKNESS)

SIEVE NOT LIMITED

MAXIMUM PLASTICITY INDEX OF 10 NOT LIMITED

EXPANSION INDEX LESS THAN 20

GEOMODEL LAYER

EXPECTED TO BE

SUITABLE

1,2 1,2,3

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

c P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

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 - ARS - PWA

800 BUCHANAN STREET

ALBANY, CA 94710

SAN JOAQUIN VALLEY

AGRICULTURAL SCIENCES CENTER

PARLIER, CALIFORNIA

CDPG GREENHOUSE

GENERAL NOTES

C-100 3 214/3/2024

RPP

T. GOEBEL

P. SMITH

ALL WORK THIS SHEET IS TO BE INCLUDED AS PART OF THE BASE BID

holivi Approved holivi Date 04/02/2024 holivi

SS SS

335.00

340.00

0.0

331.00

337.00

337.00

337.00

337.00

8.0

8.0

338.00

338.00

339.00

4.0

4.0

338.00

339.00

SS SS

SET MAG NAIL337.38

SET 60D 337.45

SS

FL

SSCO

EP/EC

BUILDING

BUILDING

BUILDING

CONCRETE PATIO COVER

EDGE TREE LINE

SCALE:

SITE SURVEY & DEMOLITION

1' = 15'-0"

C-101

BOTTOM OF POND 330.65

6" INLET PIPE INV 334.12

TOP OF DIRT MOUND 345.17

PLAN

NORTH

SCALE:

LEGEND (EXISTING FEATURES):

EXISTING SHADE OVERHANG

EXISTING BUILDING

PILE OF DEBRIS OUTLINE TO BE REMOVED

SURVEY CONTROL POINT

WATER VALVE

SANITARY SEWER MANHOLE

GUY POLE

SPOT ELEVATION & DESCRIPTION

WATER STRUCTURES

CONTOUR

SANITARY SEWER CLEAN OUT

FLOW LINE

EDGE OF PAVEMENT / EDGE OF CONCRETE

APRON

WATER VALVE

EP 337.29

EP 337.41

EP 337.43

EP/EC AP 337.58

SET N/T 337.47

SET N/T 337.46

CONC. PAD

SHED

GENERATOR PAD (E)

SSCO 338.61 SSCO 338.72

AIR SYSTEM

EDGE ORCH/PP E/W336.45

EP 336.18

EP 336.20

EP 336.19

EP 336.17

EDGE ORCHARD 336.12

EP 336.27

EP 336.31

EDGE ORCHARD 336.21PP GUYWIRE 336.16

ELEC. PANEL

EP AP 337.56 EP 337.85

TMP 342.37

EP 337.39

RIM 337.83

EP/EC AP 337.72

EP/EC AP 337.74

EP/EC AP 337.75

TP GUY WIRE 337.76

RIM 337.75

EP 337.84

RIM 337.70

DI GRT 336.91

DI GRT 337.07

ELEC PANELS

PIPE RISER

GAS PIPE

RISER

SSCO

SSCO

EM BOX

EV

WV

SSCO SSCO

THE PLANS ARE BASED ON A SURVEY PERFORMED BY CENTRAL VALLEY ENGINEERING AND SURVEYING, INC. ON 11/2/2023.

HORIZONTAL (BASIS OF BEARINGS):

STATE PLAN COORDINATES CCS 1983 ZONE IV

VERTICAL (BENCH MARK):

NAVD 1988 DATIM (DERIVED FROM GPS METHOD)

THIS SURVEY DOES NOT ADDRESS THE EXISTENCE OR NONEXISTENCE OF WETLANDS, ENVIRONMENTAL HAZARDS, CEMETERIES OR ANY UNDERGROUND STRUCTURE NOT OBSERVED DURING THE COURSE OF THE SURVEY.

GENERAL NOTES:

337.00

SET 60D 337.63

INVERTER PAD

REMOVE AND DISPOSE OF PILE CONSISTING OF CONCRETE, DEBRIS, SOILS, ETC. REFERENCE NEW GRADING PLAN. REMOVE TO THE APPROXIMATE ELEVATION OF 337.50 AND GRADE UNIFORMLY TO DRAIN TO THE SOUTH.

REFERENCE PHOTO ON DETAIL 2/C-101. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL THE SPOIL PILE FROM THE SITE AND DISPOSING PROPERLY OF ALL MATERIAL "OFF OF PROPERTY". GRADE TO

FACILITATE NEW CONSTRUCTION AND ESTABLISH POSITIVE DRAINAGE.

KEYED NOTES:

WV

WATER LINE INTO BUILDING

PYLONPYLON

EP AP 337.51

PVMT 337.57

CONCRETE LINED DITCH

AP

GENERATOR ON

CONCRETE PAD

PYLONS

ELEC. SWITCHGEAR

AIR SYSTEM

SCALE: 1" =

015 15

15'

SCALE:

PILE OF DEBRIS

NONE

C-101

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

c P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

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 - ARS - PWA

800 BUCHANAN STREET

ALBANY, CA 94710

SAN JOAQUIN VALLEY

AGRICULTURAL SCIENCES CENTER

PARLIER, CALIFORNIA

CDPG GREENHOUSE

SITE SURVEY AND DEMOLITION

C-101 4 214/3/2024

RPP

T. GOEBEL

P. SMITH

ALL WORK THIS SHEET IS TO BE INCLUDED AS PART OF THE BASE BID

holivi Approved holivi Date 04/02/2024 holivi

SS SS SS SS

GASGASGAS

G

AS

G

AS

G

AS

GVW

V

N: 2,100,231.51 E: 6,410,602.05

N: 2,100,171.51 E: 6,410,602.05N: 2,100,171.51

E: 6,410,556.05

N: 2,100,231.51 E: 6,410,556.05

EP

BUILDING (E)

CONCRETE PATIO COVER

EDGE TREE LINE

SCALE:

SITE PLAN

1' = 15'-0"

C-102

BOTTOM OF POND 330.65

6" INLET PIPE INV 334.12

PLAN

NORTH

SCALE:

335.00

331.00

337.00

337.00

LEGEND:

EXISTING SHADE OVERHANG

EXISTING BUILDING

NEW BUILDING

EXISTING CONTOUR

NEW CONTOUR

SANITARY SEWER CLEAN OUT

EDGE OF PAVEMENT

EDGE OF CONCRETE

SANITARY SEWER LINE

WATER LINE

GAS OR WATER VALVE

EP 337.29

EP 337.41

337.00

EP 337.43

337.00

EP/EC AP 337.58

CONC. PAD

SHED (E)

GENERATOR PAD (E)

AIR SYSTEM

EDGE ORCH/PP E/W336.45

EP 336.18

EP 336.20

EP 336.19

EP 336.17

EDGE ORCHARD 336.12

EP 336.27

EP 336.31

EDGE ORCHARD 336.21PP GUYWIRE 336.16

ELEC PANEL

EP AP 337.56 EP 337.85

8.0

EP 337.39

RIM 337.83

EP/EC AP 337.72

EP/EC AP 337.74

EP/EC AP 337.75

TP GUY WIRE 337.76

RIM 337.75

EP 337.84

RIM 337.70

DI GRT 336.91

DI GRT 337.07

ELEC PANELS

PIPE RISER

GAS PIPE

RISER

SSCO SSCO

EM BOX

EV

WV

SSCO SSCO

GENERAL NOTES:

339.00

338.00

338.00

339.00

INVERTER PAD

NEW GREENHOUSE. REFERENCE DETAIL 4/C-501 FOR SUBGRADE

AND BACKFILL REQUIREMENTS. LIMITS OF UNDERCUT/BACKFILL

SHALL BE 10' BEYOND FOOTPRINT OF BUILDING AS SHOWN.

POINT OF CONNECTION FOR NEW 2" GAS LINE IS LOCATED ABOVE

GROUND. ROUTE LINE DOWN FACE OF EXISTING BUILDING

UNDERGROUND TO NEW GREENHOUSES. PROVIDE NEW VALVE

AS INDICATED. SEE 1/C-501 & 3/C-501.

POINT OF CONNECTION FOR WATER IS LOCATED ABOVE GROUND.

ROUTE LINE DOWN FACE OF EXISTING BUILDING UNDERGROUND

TO NEW GREENHOUSES. PROVIDE NEW VALVE AS INDICATED.

SEE 1/C-501 & 3/C-501.

POINT OF CONNECTION FOR SANITARY SEWER. 4" SANITARY LINE

BELOW GRADE @ -2.042' IE. GRADE NEW 4" SANITARY SEWER TO

DRAIN. PROVIDE CLEANOUTS AT EACH POINT OF CONNECTION.

REFERENCE DETAIL 1/C-501 & 2/C-501.

REFERENCE ELECTRICAL DRAWINGS FOR POWER AND

COMMUNICATIONS ROUTING AND REQUIREMENTS.

KEYED NOTES:

F.F.E. = 339.00

BUILDING (E)

BUILDING (E)

1. ANTICIPATED UTILITY POINTS OF CONNECTION ARE INDICATED ON THE PLANS. THESE INCLUDE.

A. SANITARY SEWER

B. WATER

C. NATURAL GAS

D. ELECTRIC

2. THE CONTRACTOR SHALL FIELD VERIFY SIZES, DEPTHS AND LOCATION OF ALL POINTS OF CONNECTION DURING THE INITIAL STAGES OF PROJECT MOBILIZATION AND IMMEDIATELY PROVIDE ANY DISCREPANCIES TO THE PRIME

CONTRACTOR IN WRITING.

3. ALL UTILITIES/PIPING SHOWN SHALL HAVE FLEXIBLE CONNECTIONS TO ACCOUNT FOR MOVEMENT OF NEW BUILDING.

PROVIDE MASON TYPE FFL FLEX CONNECTORS RATED FOR 3" OF MOVEMENT. SUBMIT PRODUCT DATA FOR APPROVAL.

4. REFERENCE ELECTRICAL DRAWINGS FOR POWER INFORMATION.

5. REFERENCE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DETAILS OF BOLLARDS AT CORNERS OF BUILDING.

338.00

338.00

EC

338.00

ROAD CENTERLINE

AIR SYSTEM

SCALE: 1" =

015 15

15'

CO

1-1/2" W

GAS

SS

SS

1 - 1/2" W

338.00

337.00

GV/WV

COORDINATES ARE PROVIDED TO ESTABLISH THE APPROXIMATE BUILDING LOCATION. COORDINATE THE FINAL DIMENSIONS

WITH ARCHITECTURAL DRAWINGS.

F.E.E. NOTE:

CIVIL 339.00 (NAVD 88) = ARCHITECTURAL 0' 0" F.F.E.

LIMITS OF UNDERCUT AND BACKFILL

LIMITS OF UNDERCUT AND BACKFILL

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

c P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

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 - ARS - PWA

800 BUCHANAN STREET

ALBANY, CA 94710

SAN JOAQUIN VALLEY

AGRICULTURAL SCIENCES CENTER

PARLIER, CALIFORNIA

CDPG GREENHOUSE

SITE PLAN

C-102 5 214/3/2024

RPP

T. GOEBEL

P. SMITH

ALL WORK THIS SHEET IS TO BE INCLUDED AS PART OF THE BASE BID

holivi Approved holivi Date 04/02/2024 holivi

MIN

SCALE:

TYPICAL UTILITY TRENCH DETAIL

NONE

C-501

20 0 2010

20 'SCALE: 1" =

BRASS PLUG

C.I. BOX W/

COVER

FINISHED GRADE

1" MIN. CLEARANCE BETWEEN PLUG & COVER

6" (MIN.)

4" 45 DEGREE C.I. BEND

1" MIN. CLEAR

5 - 1 / 2"

1 / 2"

C.I. WYE BRANCH

TIE NEW PIPING AS

REQUIRED

CONCRETE 6" THICK X 1'-0" WIDE

VERIFY ELEVATION AND CONNECT

TO EXISTING PIPING.

4" CAST IRON PIPE

SQUARE CONCRETE PAD

SCALE:

SANITARY CLEANOUT DETAIL

NONE

C-501

WARNING TAPE (ALL PIPE) TRACER WIRE

(NONMETALLIC PIPE)

PLACE 4" OF TOPSOIL,

FERTILIZE AND SEED (OVER 6"

CLAY TOP LAYER)

TURFED AREA

WARNING MINIMUM COVER FOR ALL UTILITIES SHALL

BE 30 INCHES OR AS SPECIFIED.

PLACE BACKFILL IN 4" LIFTS AND COMPACT TO A

MIIMUM 95% ASTM D 1557 DENSITY.

HAUNCHING

INITIAL

BACKFILL

FINAL

BACKFILL30" TYP.

(FOR NATURAL GAS &

DOMESTIC WATER)

PIPE

ZONE

SPRINGLINE

18"

OD 8"8"

D

NOTE: BUILDING FOOTPRINT AND 10' BEYOND THE GREENHOUSE SHOULD RECEIVE OVER-EXCAVATION AND 6'-6", SUBGRADE STABILIZATION, AND RECOMPACTED IN SITU SOIL OR ENGINEERED FILL. SLOPE SOILS IN ACCORDANCE WITH OSHA 29 CFR DURING CONSTRUCTION. LIFTS SHOULD BE COMPACTED IN NO LARGER THAN 8" IN LOOSE THICKNESS WHEN HEAVY EQUIPMENT IS USED. IN SITU SOIL MAY BE USED PENDING IT MEETS THE REQUIREMENTS OF THE GEOTECHNICAL REPORT, IS TESTED AND IS SUBMITTED FOR APPROVAL.

STRUCTURAL FILL :

LIFTS: 8 INCHES R LESS IN LOOSE THICKNESS WHEN HEAVY, SELF-PROPELLED COMPACTION EQUIPMENT IS USED. 4 TO 6 INCHES

IN LOOSE THICKNESS WHEN HAND- GUIDED EQUIPMENT (I.E., JUMPING JACK OR PLATE COMPACTOR) IS USED.

COMPACTION: 95% OF MAX. FOR STRUCTURAL FILL.

WATER CONTENT (MOISTURE CONDITIONING): LOW PLASTICITY COHESIVE: +1% TO +3% ABOVE OPTIMUM. GRANULAR: -2% TO +2%

OF OPTIMUM. MOISTURE CONTENT AND COMPACTION OF SUBGRADE SOILS SHOULD BE MAINTAINED UNTIL FOUNDATION

AND SLAB CONSTRUCTION.

SCALE:

TYPICAL UNDERCUT & BACKFILL DETAIL

BELOW NEW BUILDING FOOTPRINT

NONE

C-501

SCALE:

TYPICAL WATER/GAS VALVE DETAIL

NONE

C-501

VALVE

VALVE BOX

CONCRETE SLAB

FINISHED GRADE

LETTERS "WATER"/"GAS" CAST IN

METAL COVER

6" 6"

MIN

S 1/2" S 1/2"

6"

" M

IN

(T

YP

PIPING SIZE / VALVE TYPES:

2" OR LESS = GLOBE VALVE

GREATER THAN 2" = OS&Y GATE

VALVES SHALL BE CERTIFIED PER AMERICAN WATER WORKS ASSOCIATION C509.

WATER PIPING INSTALLATION PARALLEL WITH SEWER PIPING

(1) NORMAL CONDITIONS: LAY WATER PIPING AT LEAST 10 FEET HORIZONTALLY FROM A SEWER OR SEWER MANHOLE

WHENEVER POSSIBLE. MEASURE THE DISTANCE EDGE-TO-EDGE.

(2) THE BOTTOM (INVERT) OF THE WATER PIPING SHALL BE AT LEAST 18 INCHES ABOVE THE TOP (CROWN) OF THE SEWER

PIPING.

(3) WHERE THIS VERTICAL SEPARATION CANNOT BE OBTAINED, THE SEWER PIPING SHALL BE CONSTRUCTED OF

AWWA-APPROVED WATER PIPE AND PRESSURE TESTED IN PLACE WITHOUT LEAKAGE PRIOR TO BACKFILLING.

APPROVED WASTE WATER DISPOSAL METHOD SHALL BE UTILIZED.

INSTALLATION OF WATER PIPING CROSSING SEWER PIPING

(1) NORMAL CONDITIONS: WATER PIPING CROSSING ABOVE SEWER PIPING SHALL BE LAID TO PROVIDE A SEPARATION OF

AT LEAST 18 INCHES BETWEEN THE BOTTOM OF THE WATER PIPING AND THE TOP OF THE SEWER PIPING.

(2) UNUSUAL CONDITIONS: WHEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION DESCRIBED ABOVE, USE THE

FOLLOWING CONSTRUCTION:

(A) SEWER PIPING PASSING OVER OR UNDER WATER PIPING SHALL BE CONSTRUCTED OF AWWA-APPROVED DUCTILE IRON WATER PIPING, PRESSURE TESTED IN PLACE WITHOUT LEAKAGE PRIOR TO BACKFILLING.

(B) WATER PIPING PASSING UNDER SEWER PIPING SHALL, IN ADDITION BE PROTECTED BY PROVIDING A VERTICAL SEPARATION OF AT LEAST 18 INCHES BETWEEN THE BOTTOM OF THE SEWER PIPING AND THE TOP OF THE WATER PIPING; ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER PIPING TO PREVENT EXCESSIVE DEFLECTION OF THE JOINTS AND THE SETTLING ON AND BREAKING OF THE WATER PIPING; AND THAT THE LENGTH, MINIMUM 20 FEET, OF THE WATER PIPING BE CENTERED AT THE POINT OF THE CROSSING SO THAT JOINTS SHALL BE EQUIDISTANT AND AS

FAR AS POSSIBLE FROM THE SEWER PIPING.

3000 PSI CONCRETE ENCASEMENT W/ 4-#4

BARS LONGITUDINAL 10' EITHER SIDE

CROSSING WHEN <18" VERTICAL

SEPARATION

WHERE WATER AND SEWER LINES

18" MIN. VERTICAL SEPARATION

LINE

SEWER

6" TYP.

AROUND PIPE

INTERSECT

LINE

WATER

SCALE:

WATER & SEWER LOCATION DETAIL

NONE

C-501

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

c P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

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 - ARS - PWA

800 BUCHANAN STREET

ALBANY, CA 94710

SAN JOAQUIN VALLEY

AGRICULTURAL SCIENCES CENTER

PARLIER, CALIFORNIA

CDPG GREENHOUSE

CIVIL DETAILS

C-501 6 214/3/2024

RPP

T. GOEBEL

P. SMITH

ALL WORK THIS SHEET IS TO BE INCLUDED AS PART OF THE BASE BID

1 MIN.

16'- 6"

REFERENCE STRUCTURAL

DRAWINGS FOR SLAB ON GRADE

5% MIN. (10' MIN.)

18" OF MOISTURE CONDITIONED

COMPACTED SUB-GRADE

IN SITU SOIL OR IMPORTED

MATERIAL MEETING THE

SPCIFICED CRITERIA PLACED

AS STRUCTURAL FILL

10'-0"

DRILLED PIER

SEE STRUCTURAL

holivi Approved holivi Date 04/02/2024 holivi

MINIMUM STRUCTURAL LOADING REQUIREMENTS

GENERAL INFORMATION

ELEVATION: 337 FT (NAVD 88)

LAT 36.595318

LONG -119.514641

STANDARD: ASCE/SEI 7-22RISK

CATEGORY: II

USE / OCCUPANCY GREENHOUSE / GROUP 'U'

SOILS

SOIL CLASS: D

ALLOWABLE PRESSURE 2500 PSF

LATERAL BEARING 150 PSF

ROOF LOADS

DEAD PER VENDOR REQUIREMENTS

LIVE 20 PSF

COLLATERAL 5 PSF

WIND

WIND SPEED (BASIC) 94 MPH

SEISMIC DATA

SS 0.65

S1 0.22

SMS 0.93

SM1 0.59

SDS 0.62

SD1 0.4

TL 12

R 1.25

PGAM 0.34

VS30 260

SEISMIC DESIGN CATEGORY D

SNOW

GROUND SNOW LOAD, PG 5 LB/FT2

20-YEAR MRI VALUE, PG 1.08 LB/FT2

WINTER WIND PARAMETER, W20.25

SNOW IMPORTANCE 0.8

THERMAL FACTOR 0.85

RAIN

15-MINUTE RAINFALL INTENSITY2.1 IN./HR

GENERAL NOTES

G-1 THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE THE PROJECT

SPECIFICATIONS. SEE PROJECT SPECIFICATIONS FOR REQUIREMENTS IN ADDITION

TO GENERAL NOTES. REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND

START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO

PROCEEDING WITH WORK. DIMENSIONS RELATING TO EXISTING CONSTRUCTION ARE

TO BE FIELD VERIFIED. THE CONTRACTOR SHALL IMMEDIATELY COMMUNICATE, IN

WRITING TO THE CONTRACTING OFFICER, CONCERNS WHERE THEY BELIEVE DESIGN

DOCUMENTS ARE INSUFFICIENT, INADEQUATE OR INCORRECT FOR PERFORMING THE

CONSTRUCTION WORK.

G-2 THE STRUCTURE IS DESIGNED TO BE VIABLE IN ITS FINAL, FULLY ERECTED

CONFIGURATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY

AND STABILITY OF THE BUILDING AND ITS COMPONENT PARTS DURING THE

CONSTRUCTION PHASE OF THE PROJECT.

G-3 THE EXTENT OF UNDERGROUND UTILITIES IS UNKNOWN. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO PROTECT ALL EXISTING CONSTRUCTION DURING EXCAVATION.

G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN

SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE CONTRACTING

OFFICER.

G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE

CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH

MAY AFFECT THE STRUCTURAL DRAWINGS.

G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND

SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE

PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN.

G-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY

DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION IS

MISSING OR IS IN CONFLICT, BRING THE CONFLICT TO THE ATTENTION OF THE

CONTRACTING OFFICER.

G-8 USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR IN PART IN SHOP

DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM

THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE

AND INSTALL A COMPLETE STRUCTURE.

G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT

DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED

QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS

TO ARCHITECT FOR REVIEW.

G-10 PRODUCTS SHALL BE INSTALLED PER MORE STRINGENT REQUIREMENTS OF THE

DESIGN DOCUMENTS OR THE MANUFACTURER'S PRINTED INSTRUCTIONS FOR THE

INDICATED APPLICATION. THESE INSTRUCTIONS SHALL BE MAINTAINED ON SITE FOR

THE DURATION OF THE INSTALLATION AT A MINIMUM.

REINFORCED CONCRETE

RC-1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH

THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTUAL CONCRETE," ACI 318.

RC-2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL

DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3,600 PSI AT 28 DAYS.

RC-3 USE REGULAR WEIGHT CONCRETE.

RC-4 SUBMIT DESIGN MIX FOR REVIEW PRIOR TO PLACEMENT OF CONCRETE. ALL MIX

DESIGNS MUST CLEARLY INDICATE INTENDED USE AND LOCATION.

RC-5 CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" UNLESS NOTED OTHERWISE.

RC-6 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN

ACCORDANCE WITH ACI 318 AND ACI DETAILING MANUAL, ACI-315 MOST CURRENT

EDITIONS.

RC-6 SHOP DRAWINGS FOR PLACEMENT SHALL BE SUBMITTED FOR REVIEW PRIOR TO

REBAR FABRICATION.

RC-8 WELDED WIRE FABRIC SHALL CONFORM TO ASTM-A185.

RC-8 PROVIDE THE FOLLOWING CONCRETE COVERAGES OVER REINFORCING:

FOOTINGS: BOTTOM AND UNFORMED EDGES3" CLR.

TOP AND FORMED EDGES 2" CLR.

RC-10 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL

CONCRETE. LIMIT MAXIMUM FREE FALL DROP TO 3'-0". ALL PRECAUTIONS SHOULD

BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT.

RC-11 MINIMUM REQUIRED REBAR DEVELOPMENT

FY = 60 KSI AND F'C = 3600 PSI

BAR DL (INCHES)

#3 16 #4 22 #5 32 #6 43 #7 69 #8 86

DELEGATED DESIGN NOTE:

GREENHOUSES AND RELATED PRE-FABRICATED COMPONENTS ARE DELEGATED DESIGN

ENGINEERED SYSTEMS. THE MANUFACTURER SHALL SUBMIT SHOP DRAWINGS THAT ARE

SEALED BY A LICENSED ENGINEER, EMPLOYED BY THE CONTRACTOR/MANUFACTURER,

INDICATING THAT THE SUPPLIED COMPONENTS ARE IN COMPLIANCE WITH THE CONTRACT

DOCUMENTS AND THE SPECIFIED CRITERIA. PROVIDE A COMPLETE DESIGN ANALYSIS

SHOWING ALL CALCULATIONS FOR ALL STRUCTURAL COMPONENTS AND ANY MODIFIED

FOUNDATION REQUIREMENTS. FULLY COORDINATE THE LAYOUT OF THE FOUNDATION AND

EMBEDDED ITEMS. DELEGATED DESIGNS MUST COMPLY WITH THE REQUIREMENTS OF THE

AIA A201-2017 SECTION 3.12.10, AND THE INTERNATIONAL BUILDING CODE. ALL SUBMITTALS

MUST BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO ANY FABRICATION OR

RELATED FIELD CONSTRUCTION.

DETAILS SHOWN ON THESE CONSTRUCTION DRAWINGS ARE THE DESIGNER OF RECORD'S

ESTIMATE OF REQUIREMENTS BASED ON ANTICIPATED SYSTEMS AND CONFIGURATION.

ITEMS SPECIFIED IN THESE CONTRACT DOCUMENTS, SUCH AS THICKNESS AND GAUGES,

SHALL BE INCORPORATED AS THE MINIMUM ALLOWED.

COMMON STRUCTURAL ABBREVIATIONS :

@ - AT

AFF - ABOVE FINISHED FLOOR

BFF - BELOW FINISHED FLOOR

CJ - CONTROL JOINT

Ø - DIAMETER

EW - EACH WAY

FF - FINISHED FLOOR (SEE CIVIL/ARCHITECTURAL FOR ELEVATIONS)

FT - FEET OR FOOT

FT2 - SQUARE FEET

HR - HOUR

IN - INCH

K - KIP

KSI - KIPS PER SQUARE INCH

LB - POUND FORCE

MIN - MINIMUM

MPH - MILES PER HOUR

OC - ON CENTER

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

TYP - TYPICAL

UNO - UNLESS NOTED OTHERWISE

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

c P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

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 - ARS - PWA

800 BUCHANAN STREET

ALBANY, CA 94710

SAN JOAQUIN VALLEY

AGRICULTURAL SCIENCES CENTER

PARLIER, CALIFORNIA

CDPG GREENHOUSE

GREENHOUSE STRUCTURAL NOTES

S-001 7 214/3/2024

RPP

T. GOEBEL

P. SMITH

ALL WORK THIS SHEET IS TO BE INCLUDED AS PART OF THE BASE BID

lhenderson Parlier lhenderson

6"

6"

'-0

6'-

0" 8'-

0" 4'-

0"

'-0

5'-

10'-0"

10'-0"

10'-0"10'-0"

6'- 2"

6'- 0"

S-101

2 FOUNDATION SECTION

SCALE: 1/2"= 1'-0"

VARIES

#4 AT 16" OC,EW

2" TOP COVER

+0'-0" (FF)

T.O. SLAB

S-101

3 DRILLED PIER DETAIL

SCALE: 1/2"= 1'-0"

4'

SCALE: 1/2"=1'-0"

0 1' 2' 6'

4'

SCALE: 1/2"=1'-0"

0 1' 2' 6'

1'-4"1'-10"

(2) #4 TOP, MID,

BOTTOM. #3

TIES AT 12" O.C.

6"

SLAB

SLOPE WITH 1" FALL

TO FLOOR DRAIN

1" SAND

10 MIL VAPOR

BARRIER

3" CAPILLARY

BARRIER

GREENHOUSE STRUCTURE

AND FOUNDATION PLACEMENT

MUST BE COORDINATED TO

MEET THE GREENHOUSE

MANUFACTURER'S

REQUIREMENTS FOR MODULAR

CONSTRUCTION AND

OPTIMIZED TO ALLOW FOR

FUTURE EXPANSION

REMOVE AND RE-COMPACT

TO A STABLE SUBGRADE

-REFERENCE CIVIL

DRAIWNGS FOR

REQUIREMENTS

ENGINEERED

SUBGRADE

(SEE CIVIL

DRAWINGS)

2'- 0"

2' Ø TYPE A, TYP (UNO)

1'-6" TYPE B

(6) #5 VERT.

W/ #4 TIES

DRILLED

PIER

(4 ) A

T 3"

(4 ) A

T 101 2"

TYPICAL AT ALL UPRIGHT

LOCATIONS. COORDINATE WITH

MANUFACTURER

-0'-1" BFF

T.O. SLAB

0'-0"" (FF)

1'-4"

SLOPE WITH 1" FALL

S-101

1 GREENHOUSE (GH2) FOUNDATION PLAN

SCALE: 1/4"= 1'-0"

NORTH

8'0 2' 4' 12'

SCALE: 1/4"= 1'-0"

TYP. AT

LEAN-TO

#3 TIES AT 12"

O.C.

4'- 9"

M

IN

2"

#5 AT 16" OC

2" COVER

1" BFF

6"

S-101

5 TRENCH DRAIN DETAIL

SCALE: 1"= 1'-0"

COMPACTED AND

STABLE SUBGRADE

- REFERENCE CIVIL

DRAWINGS.

(2) #5

(3) #5

HEAVY -DUTY TYPE "P" ABA CAST

IRON TRENCH GRATE (NON-BOLTED)

CAST IRON SEAT ANCHOR ACCORDING

TO THE MANUFACTURER'S WRITTEN

INSTRUCTIONS FOR THIS APPLICATION

SLAB

REINFORCING

(TYPICAL)

8"

1'- 0"

SLAB CONTROL JOINT

(TYP)

SLOPE WITH 1" FALL

6'-10 1/2"

S-101

S-101

S-101

TYP

S-101

#3 TIE

(OR SIMILAR)

CONTINUE THE

TURNDOWNS (6) #4

CONTINUOUS THROUGH

THE PIER (ADJUST TO

AVOID GREENHOUSE

UPRIGHT/SUPPORT)

CONCRETE SLAB ON GRADE

REINFORCING NOT SHOWN

6" GRAVEL PAD

6" GRAVEL PAD

TYPE B

TYPE B

TYPE B

TYPE B

TYPE B

TYPE B TYPE B

TYPE B

TYPE B

TYPE B

TYPE B

TYPE B

TYPE B

2'

SCALE: 1"=1'-0"

0 6" 1' 3'

TYPE A TYP, UNLESS

NOTED OTHERWISE

** FIRST SAWCUT-SHALL BE MADE AS SOON AS

CONCRETE HAS HARDENED SUFFICIENTLY TO

PREVENT RAVELING OR SPAWLING AND PRIOR TO

THE FORMATION OF ANY RANDOM CRACKING IN

THE CONCRETE.

STRUCTURAL SLAB ON GRADE NOTES

1. CAPILLARY BARRIER SHALL BE A COMPACTED DURABLE COARSE AGGREGATE WITH #57 GRADATION OR APPROVED EQUAL.

2. VAPOR RETARDERS SHALL MEET THE REQUIREMENTS OF ASTM E1745. ALL LAPS SHALL BE FULLY SEALED IN ACCORDANCE WITH THE

MANUFACTURERS WRITTEN INSTRUCTIONS.

3. CONCRETE SHALL OBTAIN A MINIMUM 4000 PSI STRENGTH AT 28 DAYS. CONCRETE SLUMP SHALL NOT EXCEED 5" WITHOUT THE WRITTEN

APPROVAL OF THE CONTRACTING OFFICER.

4. THE MINIMUM DENSITY OF SUBGRADE SHALL BE 95% MODIFIED PROCTOR (ASTM D698).

5. IMPORTED SOIL (REFER TO CIVIL DRAWINGS)

6. CONCRETE AGGREGATES SHALL BE SELECTED TO MINIMIZE SHRINKAGE, FACILITATE CONSTRUCTION AND CONFORM TO ASTM C33/C33M, UNIFORMLY GRADED AND AS FOLLOWS: NOMINAL MAXIMUM AGGREGATE SIZE OF 1 INCH. A COMBINED SIEVE ANALYSIS MUST INDICATE A WELL GRADED AGGREGATE FROM COARSEST TO FINEST WITH NOT MORE THAN 18 PERCENT AND NOT LESS THAN 8 PERCENT RETAINED ON AN INDIVIDUAL SIEVE, EXCEPT THAT LESS THAN8 PERCENT MAY BE RETAINED ON COARSEST SIEVE AND ON NO. 50 SIEVE,AND LESS THAN 8

PERCENT MAY BE RETAINED ON SIEVES FINER THAN NO. 50.

8. REINFORCING SHALL BE CONTINUOUS, UNLESS NOTED OTHERWISE (U.N.O.)

9. SECURE REINFORCEMENT WITH HIGHCHAIRS, TIES AND ANCHORAGE AS REQUIRED TO PREVENT MOVEMENT OR DISPLACEMENT DURING

CONSTRUCTION.

2" CL

R.

6"

SEE 'STRUCTURAL SLAB

ON GRADE' NOTES

4000 PSI

CONCRETE

#4 @ 16" OC (EACH WAY,

TOP AND BOTTOM)

1" SAND,

VAPOR RETARDER,

3" CAPILLARY BARRIER

REFERENCE CIVIL

DRAWINGS

* SECOND SAWCUT

1/8" 1 1 /2"

**5/8

TY

PI

CA

L

3/1 6"

1/1 6"

LIQUID JOINT

SEALANT

SEPARATING TAPE

3/8"

S-101

4 SLAB ON GRADE DETAIL

SCALE:NONE

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

c P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

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 - ARS - PWA

800 BUCHANAN STREET

ALBANY, CA 94710

SAN JOAQUIN VALLEY

AGRICULTURAL SCIENCES CENTER

PARLIER, CALIFORNIA

CDPG GREENHOUSE

GREENHOUSE FOUNDATION PLAN

S-101 8 214/3/2024

RPP

T. GOEBEL

P. SMITH

ALL WORK THIS SHEET IS TO BE INCLUDED AS PART OF THE BASE BID

S-101 SIMILAR

1'-

SEE 'SLAB

ON GRADE'

DETAIL

1'-8"

6" TY

P

A-A

SECTION A-A

CONTROL JOINT

lhenderson Parlier lhenderson

3'- 4"

22"

2"

4'- 0"

2"

6" SCH. 40 STEEL BOLLARD

CONCRETE FILLED. PAINT AN

APPROVED YELLOW

CONCRETE

MOUND 1" AROUND BASE

(2) 12" #4 BARS THREADED

THROUGH AN APPROX. 3/4"

HOLE AND TACK WELDED

FINISHED GRADE

A-101

1 GREENHOUSE FLOOR PLAN

SCALE: 1/4"= 1'-0"

NORTH

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

c P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

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 - ARS - PWA

800 BUCHANAN STREET

ALBANY, CA 94710

SAN JOAQUIN VALLEY

AGRICULTURAL SCIENCES CENTER

PARLIER, CALIFORNIA

CDPG GREENHOUSE

FLOOR PLAN

A-101 9 214/3/2024

RPP

T. GOEBEL

P. SMITH

8'0 2' 4' 12'

SCALE: 1/4"= 1'-0"

1 2 3

A

B

C

D

E

F

4 5 6

5'-8" 4" 10'-0" 10'-0" 10'-0" 4" 9'-8" 4" 6'-0" 30'-8" 10'-0"

'-0

'-0

'-0

'-0

'-0

4"

'-8

VESTIBULE

GH-A EXHAUST

CORRIDOR

GH-B EXHAUST

CORRIDOR

8 MM DIFFUSED POLY-

CARBONATE ENDWALL

SKIN ON 18 GA WALL GIRTS

STAINLESS

STEEL SERVICE

SINK

STAINLESS

STEEL SERVICE

SINK

36" HIGH

COOLING

PADS W/

CONT. PAD

VENT

INSECT CLOTH

ENCLOSURE

(CLIN 3)

INSECT CLOTH

ENCLOSURE

(CLIN 3)

8 MM DIFFUSED

POLYCARBONATE

ENDWALL SKIN ON 18 GA

WALL GIRTS

8 MM DIFFUSED POLY-

CARBONATE ENDWALL

SKIN ON 18 GA WALL GIRTS

A-301 1A-301

A-201

A-201

A-201

A-201

GREENHOUSE A

8 MM WHITE OPAL POLY-

CARBONATE SKIN ON

18 GA WALL GIRTS

TRENCH DRAIN

TRENCH DRAIN

GREENHOUSE B

CONCRETE FILLED

STEEL PIPE BOLLARDS--

THREE PER CORNER.

SEE 2/A-101

CONCRETE FILLED

STEEL PIPE BOLLARDS--

THREE PER CORNER.

SEE 2/A-101.

CONCRETE FILLED

STEEL PIPE BOLLARDS--

THREE PER CORNER.

SEE 2/A-101

CONCRETE FILLED

STEEL PIPE BOLLARDS--

THREE PER CORNER.

SEE 2/A-101

INSECT CLOTH

ENCLOSURE

(CLIN 3)

INSECT CLOTH

ENCLOSURE

(CLIN 3)

INSECT CLOTH

ENCLOSURE

(CLIN 3)

INSECT CLOTH

ENCLOSURE

(CLIN 3)

8 MM WHITE OPAL POLY-

CARBONATE SKIN ON

18 GA WALL GIRTS

UNISTRUT FRAME

FOR MOUNTING

ELEC. PANELS &

ENVIRONMENTAL

CONTROL SYSTEM

E.F.

E.F.

E.F.

E.F.

E.F.

C.F.

C.F. C.F.

C.F.

C.F. C.F.

U.H.

U.H.

LEGEND

E.F.

C.F.

U.H.

GREENHOUSE TABLES

(CLIN 2)

WALL MOUNTED

EXHAUST FAN

SUSPENDED CIRCULATING

FAN

SUSPENDED UNIT HEATER

CONCRETE FILLED

STEEL PIPE

BOLLARDS. SEE

2/A-101

CONDENSING UNIT ON

CONCRETE PAD--SEE

MECHANICAL DWGS.

A.1

INSECT CLOTH

ENCLOSURE

(CLIN 3)

INSECT CLOTH

ENCLOSURE

(CLIN 3)

A

B

C

C.1

D

E.1

E

D.1

F

4" 6'-

2" 5'-

'-0

4'-

0" 8'-

0" 6'-

0" 6'-

0" 6'-

0" 6'-

0" 4"

TRENCH DRAIN

COOLING PADS

W/ CONTINUOUS

TOP HINGED

PAD VENT

36" HIGH

COOLING

PADS W/

CONT. PAD

VENT

36" HIGH

COOLING

PADS W/

CONT. PAD

VENT

36" HIGH

COOLING

PADS W/

CONT. PAD

VENT

COOLING PAD

CORRIDOR

4"

" T

YP

28" TYP.

A-101

2 BOLLARD DETAIL

SCALE: 3/4"= 1'-0"

8 MM DIFFUSED

POLYCARBONATE

SIDEWALL SKIN ON 18 GA

WALL GIRTS

8 MM DIFFUSED

POLYCARBONATE

SIDEWALL SKIN ON 18 GA

WALL GIRTS

8 MM DIFFUSED

POLYCARBONATE

SIDEWALL SKIN ON 18 GA

WALL GIRTS

8 MM DIFFUSED

POLYCARBONATE

SIDEWALL SKIN ON 18 GA

WALL GIRTS

6" SCH. 40 STEEL BOLLARD

CONCRETE FILLED. PAINT AN

APPROVED YELLOW

CONCRETE

MOUND 1" AROUND BASE

(2) 12" #4 BARS THREADED

THROUGH AN APPROX. 3/4"

HOLE AND TACK W

ELDED

FINISHED GRADE

A-201

2 GREENHOUSE SOUTH ELEVATION

SCALE: 3/8"= 1'-0"

SCALE: 3/8"=1'-0"

0 1' 2' 4' 8'

8 MM DIFFUSED POLY-

CARBONATE

GLAZING AT ROOF

INSECT CLOTH

INSECT CLOTH

CONTINUOUS STEEL

BASE STRINGER

BURIED INTO GRADE

INSECT CLOTH

INSECT CLOTH

3 4

5 6

8 MM DIFFUSED POLYCARBONATE

ENDWALL GLAZING

METAL DOWNSPOUTMETAL DOWNSPOUT

'-0

" G

RE

EN

HO

US

E

EA

VE

LEAN-TO

FRAMING

LEAN-TO

FRAMING

A-201

1 GREENHOUSE EAST ELEVATION

SCALE: 3/8"= 1'-0"

F E D C1 B AC

'-0

" G

RE

EN

HO

US

E

EA

VE

8 MM DIFFUSED POLYCARBONATE

GLAZING AT ROOF

8 MM DIFFUSED POLY-

CARBONATE SIDEWALL

GLAZING

STAINLESS STEEL

SINK AND

DRAINBOARD

STAINLESS STEEL

SINK & DRAINBOARD

GREENHOUSE B GREENHOUSE A

METAL

DOWNSPOUT

TRANSITION BOX

AT GUTTER END

BOTTOM OF BOTTOM CHORD

OF TRUSS = EAVE HEIGHT

VESTIBULE

8 MM DIFFUSED POLYCARBONATE

SIDEWALL GLAZING

FEDCBA

A-201

4 GREENHOUSE WEST ELEVATION

SCALE: 3/8"= 1'-0"

GREENHOUSE A GREENHOUSE B

8 MM DIFFUSED POLYCARBONATE

GLAZING AT ROOF

8 MM DIFFUSED POLY-

CARBONATE

SIDEWALL GLAZING

METAL DOWNSPOUT

TRANSITION BOX

AT GUTTER END

COOLING PADS

WITH CONTINUOUS

TOP HINGED VENT

6 5

INSECT CLOTH

LEAN-TO

FRAMING

INSECT CLOTH

8 MM DIFFUSED POLY-

CARBONATE

ENDWALL GLAZING

INSECT CLOTH

CONTINUOUS STEEL

BASE STRINGER

BURIED INTO GRADE

A-201

3 GREENHOUSE NORTH ELEVATION

SCALE: 3/8"= 1'-0"

VESTIBULE DOOR

BEYOND

VESTIBULE DOOR

BEYOND

8 MM WHITE OPAL POLYCARBONATE

GLAZING AT VESTIBULE WALLS

INSECT CLOTH & FRAMING AT EXHAUST

CORRIDOR OMITTED FOR CLARITY

INSECT CLOTH & FRAMING AT EXHAUST

CORRIDOR OMITTED FOR CLARITY

INSECT CLOTH & FRAMING AT COOLING

PAD CORRIDOR OMITTED FOR CLARITY

A.1D.1E.1

TRANSITION BOX

AT GUTTER END

TRANSITION BOX

AT GUTTER END

'-0

" L

EA

N-

TO

E

AV

E

'-0

'-0

" L

EA

N-

TO

E

AV

E

'-0

'-0

" L

EA

N-

TO

V

ES

TI

BU

LE

E

AV

E

'-0

'-0

' L

EA

N-

TO

E

AV

E

'-0

EXHAUST FAN BY

GHSE MFR.--TYP.

5 1 4 6 7

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

c P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

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 - ARS - PWA

800 BUCHANAN STREET

ALBANY, CA 94710

SAN JOAQUIN VALLEY

AGRICULTURAL SCIENCES CENTER

PARLIER, CALIFORNIA

CDPG GREENHOUSE

EXTERIOR ELEVATIONS

A-201 10 214/3/2024

RPP

T. GOEBEL

P. SMITH

2.5

2.512

ROOM NO ROOM NAME FLOOR BASE

MAT'L FINISH

EAST WALL

MAT'L FINISH

WEST WALL

MAT'L FINISH

NORTH WALL

MAT'L FINISH

SOUTH WALL

WALLS

MAT'L HEIGHT

CEILING NOTES

101 SC WOPC

COOLING PAD CORRIDOR

SC

- DPC - IS - IS - IS -

IS IS

IS

- DPC - IS - DPC -102

VARIES

VARIES

VARIES

G

VESTIBULE

GH-A EXHAUST CORRIDOR

SC IS - DPC IS

SC DPC - DPC - DPCDPC -

VARIESGH-B EXHAUST CORRIDOR

GREENHOUSE B

- DPC - WOPC - WOPC -

DPC - IS

FINISH SCHEDULE

WOPC

DPC

- VARIES-

SC DPC DPC- DPC - DPC - DPC -103 VARIESGREENHOUSE A -

DPC DIFFUSED POLYCARBONATE PANEL

G WASHED GRAVEL

IS INSECT SCREEN

WOPC WHITE OPAL POLYCARBONATE PANEL

SC SEALED CONCRETE

ABBREVIATIONS

A-301

1 GREENHOUSE CROSS SECTION

SCALE: 3/8"= 1'-0"

1 2

3 4

5 6

GREENHOUSE A

COOLING PAD

CORRIDOR

GREENHOUSE A EXHAUST

CORRIDOR

SCALE: 3/8"=1'-0"

0 1' 2' 4' 8'

8 MM DIFFUSED POLY-

CARBONATE

GLAZING AT ROOF

GREENHOUSE ROOF

TRUSSES

SIDEWALL KNEE

BRACE

4" SQUARE SIDEWALL

COLUMNS 12' O.C. BEYOND

4" SQUARE ENDWALL

COLUMNS AT ENDWALL

BEYOND

' E

AV

E

HE

IG

HT

A

T

GH

SE

S

ID

EW

AL

LS

COOLING PADS

LEAN-TO COLUMN

MATCH GREENHOUSE

COLUMN SPACING

INSECT CLOTH

CONTINUOUS STEEL

BASE STRINGER BURIED

INTO GRADE

CONCRETE FLOOR SLAB

LEAN-TO COLUMN

MATCH GREENHOUSE

COLUMN SPACING

INSECT CLOTH

ALUMINUM RIDGE

FLASHING

TRENCH DRAIN

EXHAUST FAN

HOOD

EQUIPMENT BARS

48" O.C.

ENERGY CURTAIN

SYSTEM

SLOPE FLOOR SLAB 1"SLOPE FLOOR SLAB 1"

CONTINUOUS TOP

HINGED VENT

CONCRETE FLOOR

SLAB

'-0

"12 '-0

'-0

" 12 '-0

GUTTER

GUTTER

A-301

2 DOOR SCHEDULE

SCALE: 3/8"= 1'-0"

3'-0"

7'- 0"

3'-0"

7'- 0"

1-3/4" THICK FLUSH HOLLOW CORE

METAL DOOR AND FRAME

1-1/4" THICK STILE AND RAIL

SCREEN DOOR AND FRAME

61 THRU 7

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

c P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

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 - ARS - PWA

800 BUCHANAN STREET

ALBANY, CA 94710

SAN JOAQUIN VALLEY

AGRICULTURAL SCIENCES CENTER

PARLIER, CALIFORNIA

CDPG GREENHOUSE

CROSS SECTION & SCHEDULES

A-301 11 214/3/2024

RPP

T. GOEBEL

P. SMITH

2.512

4'- -V

ER

IF

Y 3'-

0"

6" DEEP GRAVEL

1. COORDINATE MECHANICAL AND ELECTRICAL SUCH THAT MECHANICAL PIPING, DUCTWORK AND EQUIPMENT IS NOT LOCATED OVER OR

ABOVE ANY ELECTRICAL, COMMUNICATIONS, OR DATA EQUIPMENT.

2. AT START OF CONSTRUCTION, PREPARE TYPED LISTS OF EQUIPMENT THAT IS BEING SUPPLIED REQUIRING ELECTRICAL WORK, AND

SEND LISTS TO THE ELECTRICAL CONTRACTOR FOR REVIEW AND COORDINATION.

3. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S APPROVED CLEARANCE, UNIFIED FACILITIES CRITERIA, AND INTERNATIONAL BUILDING CODE / INTERNATIONAL MECHANICAL CODE.

4. INSTALLATION OF EQUIPMENT SHALL PERMIT ACCESSIBILITY FOR SERVICE AND/OR REPLACEMENT WITHOUT NECESSITATING

REMOVAL OR MODIFICATION TO OTHER PIPING, WIRING, OR EQUIPMENT.

5. CEILING-MOUNTED EQUIPMENT SHALL BE INSTALLED IN SUCH A MANNER THAT LIGHTS, PIPING, DUCTWORK, ETC., DO NOT BLOCK

ACCESS TO EQUIPMENT AND RELATED ACCESSORIES.

6. COORDINATE WALL, FLOOR, AND ROOF PENETRATIONS WITH APPLICABLE TRADES.

7. CAULK WITH SILICONE ALL GAPS BETWEEN WALL, CEILING, AND FLOOR OPENINGS AND HVAC EQUIPMENT PENETRATIONS. PATCH

LARGE GAPS BEFORE CAULKING IS APPLIED.

8. SUPPLEMENTAL STEEL MEMBERS REQUIRED TO SUPPORT HVAC EQUIPMENT FROM MAIN STRUCTURE SHALL BE PROVIDED BY THE

HVAC CONTRACTOR UNLESS SPECIFICALLY NOTED…