ATTACHMENT_-IVDRAWINGS_-_SRRC_Headhouse_Greenhouse.pdf

PDF 14 MB Posted Jul 10, 2018

Attached to: SRRS HEADHOUSE AND BSL-2P COMPLIANT GREENHOUSE
Solicitation number: 1232SD18B0014
Issued by: Department of Agriculture Agricultural Research Service Central Program Planning Coordination and Support

About this file

From the source

ATTACHMENT - IV DRAWINGS

View the file

Other files

File	Type	Posted
AMENDMENT_004.pdf	PDF	Aug 3, 2018
AMENDMENT_003.pdf	PDF	Aug 3, 2018
AMENDMENT_002.pdf	PDF	Aug 2, 2018
AMENDMENT_001.pdf	PDF	Jul 30, 2018
ATTACHMENT_-_VI___BIO-_PREFERRED_PRODUCT_CATEGORIES.pdf	PDF	Jul 10, 2018
ATTACHMENT_-_II__SF-24_Bid_Bond.pdf	PDF	Jul 10, 2018
ATTACHMENT_-_I__WAGE_DETERMINATIONS.txt	TXT text file	Jul 10, 2018
ATTACHMENT_-__V__SPECIFICATIONS_-_SRRC_Headhouse_Greenhouse.pdf	PDF	Jul 10, 2018
ATTACHMENT_-_III__SF-25_PERFOMANCE_&_SF25A_PAYMENT_BOND.pdf	PDF	Jul 10, 2018
SOLICITATION_PACKAGE.pdf	PDF	Jul 10, 2018

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

USDA

SOUTHERN REGIONAL RESEARCH CENTER

AGRICULTURAL RESEARCH SERVICE

U.S. DEPARTMENT OF AGRICULTURE

NEW ORLEANS, LOUISIANA

SRRC HEADHOUSE &

BSL-2P COMPLIANT GREENHOUSE

AutoCAD SHX Text

PPM

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

AutoCAD SHX Text P.A.

AutoCAD SHX Text

FIRM

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text D

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text A

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text S

AutoCAD SHX Text

USDA

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

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

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

SOUTHERN REGIONAL RESEARCH CENTER

AutoCAD SHX Text

SRRC HEADHOUSE & BSL-2P COMPLIANT GREENHOUSE

AutoCAD SHX Text

NEW ORLEANS, LOUISIANA

AutoCAD SHX Text

TITLE SHEET

AutoCAD SHX Text G100

AutoCAD SHX Text 1 31

AutoCAD SHX Text 6/8/18

AutoCAD SHX Text

REH

AutoCAD SHX Text

REH

AutoCAD SHX Text

FEJ

AutoCAD SHX Text

MID SOUTH AREA

AutoCAD SHX Text

NEW ORLEANS, LOUISIANA

AutoCAD SHX Text

XXX

AutoCAD SHX Text 1447-A

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text N

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text N

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SITE MAP

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

VICKSBURG, MS

AutoCAD SHX Text

NEW ORLEANS

AutoCAD SHX Text G U L F O F M E X I C O

AutoCAD SHX Text p

AutoCAD SHX Text

LAFAYETTE

AutoCAD SHX Text

BATON

AutoCAD SHX Text

ROUGE

AutoCAD SHX Text L O U I S I A N A

AutoCAD SHX Text

AutoCAD SHX Text p

AutoCAD SHX Text

SHREVEPORT

AutoCAD SHX Text

ALEXANDRIA

AutoCAD SHX Text p

AutoCAD SHX Text

AutoCAD SHX Text p

AutoCAD SHX Text

AutoCAD SHX Text p

AutoCAD SHX Text

SOUTHERN REGIONAL RESEARCH CENTER

AutoCAD SHX Text

U.S. DEPT. OF AGRICULTURE

AutoCAD SHX Text

NEW ORLEANS, LOUISIANA

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

MISS.

AutoCAD SHX Text

PONCHARTRAIN

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

METAIRIE

AutoCAD SHX Text

WESTWEGO

AutoCAD SHX Text

GRETNA

AutoCAD SHX Text

ARABI

AutoCAD SHX Text

CHALMETTE

AutoCAD SHX Text

ROBERT E. LEE

AutoCAD SHX Text

W. END BLVD.

AutoCAD SHX Text

WISNER

AutoCAD SHX Text

ROBERT E. LEE BLVD.

AutoCAD SHX Text

ORLEANS AVE.

AutoCAD SHX Text

CITY PARK

AutoCAD SHX Text

PARIS AVE.

AutoCAD SHX Text

ST. BERNARD AVE.

AutoCAD SHX Text

BAYOU ST. JOHN

AutoCAD SHX Text

WISNER BLVD.

AutoCAD SHX Text

SOUTHERN REGIONAL

AutoCAD SHX Text

RESEARCH CENTER

AutoCAD SHX Text

1100 ROBERT E. LEE BLVD.

AutoCAD SHX Text

PPM

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

AutoCAD SHX Text P.A.

AutoCAD SHX Text

FIRM

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text D

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text A

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text S

AutoCAD SHX Text

USDA

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

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

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

SOUTHERN REGIONAL RESEARCH CENTER

AutoCAD SHX Text

SRRC HEADHOUSE & BSL-2P COMPLIANT GREENHOUSE

AutoCAD SHX Text

NEW ORLEANS, LOUISIANA

AutoCAD SHX Text

DRAWING INDEX

AutoCAD SHX Text G101

AutoCAD SHX Text 2 31

AutoCAD SHX Text 6/8/18

AutoCAD SHX Text

REH

AutoCAD SHX Text

REH

AutoCAD SHX Text

FEJ

AutoCAD SHX Text

MID SOUTH AREA

AutoCAD SHX Text

NEW ORLEANS, LOUISIANA

AutoCAD SHX Text

XXX

AutoCAD SHX Text 1447-A

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

BID DESCRIPTION

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

INDEX OF DRAWINGS

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text G100 G101 C100 C101 S000 S100 S101 A000 A100 A101 A110 A111 A200 A201 A300 A301 A302 A303 A400 A401 A402 M000 M100 M200 M300 P000 P100 P200 E000 E100 E200

AutoCAD SHX Text 1 OF 31 2 OF 31 3 OF 31 4 OF 31 5 OF 31 6 OF 31 7 OF 31 8 OF 31 9 OF 31 10 OF 31 11 OF 31 12 OF 31 13 OF 31 14 OF 31 15 OF 31 16 OF 31 17 OF 31 18 OF 31 19 OF 31 20 OF 31 21 OF 31 22 OF 31 23 OF 31 24 OF 31 25 OF 31 26 OF 31 27 OF 31 28 OF 31 29 OF 31 30 OF 31 31 OF 31

AutoCAD SHX Text TITLE SHEET DRAWING INDEX EXISTING SITE PLAN PROPOSED SITE PLAN FOUNDATION LAYOUT: BASE BID FOUNDATION LAYOUT: ALT.#1, #2, #3, #4 FOOTING AND SLAB DETAILS FLOOR AND REFLECTED CEILING PLAN: BASE BID FLOOR AND REFLECTED CEILING PLAN: ALT. #1, #2, #3, #4 ROOF TRUSS PLAN DOOR SCHEDULE AND DETAILS WINDOW SCHEDULE / DETAILS & CASEWORK DETAILS EXTERIOR ELEVATIONS: BASE BID & ALT. #1, #2, #4 EXTERIOR ELEVATIONS: ALT. #1, #2, #3, #4 BUILDING SECTION / DETAIL: BASE BID & ALT. #1, #2, #4 BUILDING SECTIONS: BASE BID & ALT. #1, #2, #4 BUILDING SECTIONS: BASE BID BUILDING SECTIONS: ALT. #1, #2, #4 DETAILS DETAILS DETAILS MECHANICAL: FLOOR PLAN- BASE BID MECHANICAL: FLOOR PLAN- ALT. #1, #2, #3, #4 MECHANICAL: SCHEDULES MECHANICAL: DETAILS & CONTROLS PLUMBING: FLOOR PLAN- BASE BID PLUMBING: FLOOR PLAN- ALT. #1, #2, #3, #4 PLUMBING: SCHEDULES ELECTRICAL: FLOOR PLAN- BASE BID ELECTRICAL: FLOOR PLAN- ALT. #1, #2, #3, #4 PANEL SCHEDULE & SINGLE LINE DIAGRAM

AutoCAD SHX Text BASE BID: (BASE BID) PROVIDE COMPLETE HEADHOUSE AND GREENHOUSE STRUCTURES AS INDICATED ON SHEET A000. INTENT OF BASE BID IS TO PROVIDE AN ADDITION TO THE EXISTING HEADHOUSE AND PROVIDE (1) ONE SINGLE GREENHOUSE BAY (20'X47') WITH ALL PLUMBING, MECHANICAL, AND ELECTRICAL SERVICES AS INDICATED. ALTERNATE BID ITEM #1 (ALT #1) PROVIDE COMPLETE HEADHOUSE AND GREENHOUSE STRUCTURES AS INDICATED ON SHEET A100. INTENT OF ALTERNATE BID ITEM #1 IS TO PROVIDE HEADHOUSE STRUCTURE AS INDICATED IN BASE BID WITH AN ALTERNATE (2) BAY GREENHOUSE STRUCTURE. (GREENHOUSE BAY #1 & #2) ALTERNATE BID ITEM #2 (ALT #2) PROVIDE ADDITIONAL GREENHOUSE BAYS #3 AND #4 AS INDICATED. ALTERNATE BID ITEM #3 (ALT #3) PROVIDE HVAC SYSTEM FOR GREENHOUSE BAY #3. (DELETE UNIT HEATERS AND SHADE SCREEN FROM BAY #3 IN ALTERNATE BID ITEM #2) ALTERNATE BID ITEM #4 (ALT #4) PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO INCREASE AREA OF THE HEADHOUSE AS INDICATED. INTENT IS TO WIDEN HEADHOUSE TO MATCH WIDTH OF EXISTING HEADHOUSE.

AutoCAD SHX Text

BASE BID

AutoCAD SHX Text

ALT. #1

AutoCAD SHX Text THE KEYED PLAN SHOWS BASIC WORK EXTENTS AND IS NOT INTENDED TO INDICATE ALL WORK REQUIRED. ALL WORK FOR EXECUTED WORK ITEMS SHALL BE PROVIDED AS SHOWN ON SPECIFIC DESIGN DOCUMENTS

AutoCAD SHX Text

NORTHWEST CORNER OF EXISTING STRUCTURE

AutoCAD SHX Text

NORTHWEST CORNER OF EXISTING STRUCTURE

AutoCAD SHX Text

NORTHWEST CORNER OF EXISTING STRUCTURE

AutoCAD SHX Text

NORTHWEST CORNER OF EXISTING STRUCTURE

AutoCAD SHX Text

NORTHWEST CORNER OF EXISTING STRUCTURE

AutoCAD SHX Text

ALT. #2

AutoCAD SHX Text

ALT. #3

ALT. #4

-2.4

-2.9

AutoCAD SHX Text -5.0

AutoCAD SHX Text -5.3

AutoCAD SHX Text -3.3

AutoCAD SHX Text -5.4

AutoCAD SHX Text -3.0

AutoCAD SHX Text -5.3

AutoCAD SHX Text -4.5

AutoCAD SHX Text -4.1

AutoCAD SHX Text -4.3

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.5

AutoCAD SHX Text -3.0

AutoCAD SHX Text -5.2

AutoCAD SHX Text -2.8

AutoCAD SHX Text -3.3

AutoCAD SHX Text -5.5

AutoCAD SHX Text -4.7

AutoCAD SHX Text -5.4

AutoCAD SHX Text -4.2

AutoCAD SHX Text -5.7

AutoCAD SHX Text -4.7

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.2

AutoCAD SHX Text -5.3

AutoCAD SHX Text -4.0

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.1

AutoCAD SHX Text -4.8

AutoCAD SHX Text -5.4

AutoCAD SHX Text -5.3

AutoCAD SHX Text -2.6

AutoCAD SHX Text -5.8

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.1

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.4

AutoCAD SHX Text -2.5

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.8

AutoCAD SHX Text -5.2

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.4

AutoCAD SHX Text -4.2

AutoCAD SHX Text -2.5

AutoCAD SHX Text -4.0

AutoCAD SHX Text -5.4

AutoCAD SHX Text -5.0

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.5

AutoCAD SHX Text -4.5

AutoCAD SHX Text -5.3

AutoCAD SHX Text -3.7

AutoCAD SHX Text -5.4

AutoCAD SHX Text -4.2

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.5

AutoCAD SHX Text -4.8

AutoCAD SHX Text -5.4

AutoCAD SHX Text -4.4

AutoCAD SHX Text -3.4

AutoCAD SHX Text -2.9

AutoCAD SHX Text -5.6

AutoCAD SHX Text -3.8

AutoCAD SHX Text -5.0

AutoCAD SHX Text -5.6

AutoCAD SHX Text -4.0

AutoCAD SHX Text -5.1

AutoCAD SHX Text -3.4

AutoCAD SHX Text -3.7

AutoCAD SHX Text -2.4

AutoCAD SHX Text -3.9

AutoCAD SHX Text -4.8

AutoCAD SHX Text -5.2

AutoCAD SHX Text -4.0

AutoCAD SHX Text -4.4

AutoCAD SHX Text -3.9

AutoCAD SHX Text -5.9

AutoCAD SHX Text -2.5

AutoCAD SHX Text -5.7

AutoCAD SHX Text -2.3

AutoCAD SHX Text -5.8

AutoCAD SHX Text -3.4

AutoCAD SHX Text -5.7

AutoCAD SHX Text -5.2

AutoCAD SHX Text -5.8

AutoCAD SHX Text -4.4

AutoCAD SHX Text -2.9

AutoCAD SHX Text -3.1

AutoCAD SHX Text -6.0

AutoCAD SHX Text -4.0

AutoCAD SHX Text -5.7

AutoCAD SHX Text -4.0

AutoCAD SHX Text -4.6

AutoCAD SHX Text -4.0

AutoCAD SHX Text -5.8

AutoCAD SHX Text -2.5

AutoCAD SHX Text -5.9

AutoCAD SHX Text -2.5

AutoCAD SHX Text -5.4

AutoCAD SHX Text -3.8

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.1

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.4

AutoCAD SHX Text -4.5

AutoCAD SHX Text -3.0

AutoCAD SHX Text -3.2

AutoCAD SHX Text -5.4

AutoCAD SHX Text -3.8

AutoCAD SHX Text -5.5

AutoCAD SHX Text W

AutoCAD SHX Text -5.1

AutoCAD SHX Text -3.5

AutoCAD SHX Text -4.6

AutoCAD SHX Text -4.0

AutoCAD SHX Text -5.7

AutoCAD SHX Text -2.5

AutoCAD SHX Text -6.0

AutoCAD SHX Text -2.6

AutoCAD SHX Text -5.7

AutoCAD SHX Text -4.8

AutoCAD SHX Text -5.2

AutoCAD SHX Text -5.4

AutoCAD SHX Text -5.5

AutoCAD SHX Text -4.3

AutoCAD SHX Text -3.0

AutoCAD SHX Text -5.8

AutoCAD SHX Text -3.7

AutoCAD SHX Text -5.0

AutoCAD SHX Text -3.2

AutoCAD SHX Text -4.9

AutoCAD SHX Text -3.9

AutoCAD SHX Text -5.9

AutoCAD SHX Text -2.6

AutoCAD SHX Text -6.0

AutoCAD SHX Text -2.6

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.0

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.7

AutoCAD SHX Text -5.6

AutoCAD SHX Text -3.6

AutoCAD SHX Text -3.3

AutoCAD SHX Text -5.7

AutoCAD SHX Text -3.7

AutoCAD SHX Text -5.1

AutoCAD SHX Text -4.0

AutoCAD SHX Text -5.9

AutoCAD SHX Text -3.3

AutoCAD SHX Text -6.0

AutoCAD SHX Text -2.4

AutoCAD SHX Text -6.0

AutoCAD SHX Text -2.6

AutoCAD SHX Text -5.8

AutoCAD SHX Text -4.9

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.6

AutoCAD SHX Text -3.2

AutoCAD SHX Text -2.5

AutoCAD SHX Text -3.6

AutoCAD SHX Text -5.6

AutoCAD SHX Text -3.6

AutoCAD SHX Text -5.1

AutoCAD SHX Text -4.1

AutoCAD SHX Text -5.7

AutoCAD SHX Text -2.9

AutoCAD SHX Text -5.7

AutoCAD SHX Text -2.1

AutoCAD SHX Text -5.8

AutoCAD SHX Text -2.5

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.4

AutoCAD SHX Text -3.9

AutoCAD SHX Text -4.2

AutoCAD SHX Text M

AutoCAD SHX Text -3.1

AutoCAD SHX Text -5.6

AutoCAD SHX Text -3.7

AutoCAD SHX Text -5.0

AutoCAD SHX Text -3.3

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.4

AutoCAD SHX Text -2.5

AutoCAD SHX Text -5.8

AutoCAD SHX Text -2.7

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.4

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.2

AutoCAD SHX Text -3.1

AutoCAD SHX Text -2.4

AutoCAD SHX Text -3.2

AutoCAD SHX Text -5.5

AutoCAD SHX Text -4.3

AutoCAD SHX Text -4.9

AutoCAD SHX Text -3.7

AutoCAD SHX Text -5.1

AutoCAD SHX Text -2.5

AutoCAD SHX Text -5.3

AutoCAD SHX Text -2.4

AutoCAD SHX Text -5.8

AutoCAD SHX Text -2.5

AutoCAD SHX Text -5.7

AutoCAD SHX Text -5.4

AutoCAD SHX Text -5.2

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.8

AutoCAD SHX Text -5.0

AutoCAD SHX Text -3.2

AutoCAD SHX Text -2.5

AutoCAD SHX Text -3.3

AutoCAD SHX Text -5.6

AutoCAD SHX Text -4.2

AutoCAD SHX Text -4.7

AutoCAD SHX Text -3.8

AutoCAD SHX Text -5.1

AutoCAD SHX Text -2.6

AutoCAD SHX Text -5.5

AutoCAD SHX Text -2.5

AutoCAD SHX Text -5.9

AutoCAD SHX Text -2.6

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.2

AutoCAD SHX Text -5.4

AutoCAD SHX Text -4.8

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

CONPNT

AutoCAD SHX Text

TREE

AutoCAD SHX Text

CONPNT

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

ELBOX

AutoCAD SHX Text

TREE

AutoCAD SHX Text

FFE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

ELBOX

AutoCAD SHX Text

TREE

AutoCAD SHX Text

NATGASVLV

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

ELBOX

AutoCAD SHX Text

TREE

AutoCAD SHX Text

WTRVLV

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

CONCHECK

AutoCAD SHX Text

FENC ST

AutoCAD SHX Text

TREE

AutoCAD SHX Text

CONCHECK

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

CONCHECK

AutoCAD SHX Text

TREE

AutoCAD SHX Text

CONCHECK

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

ELMH

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

WALL ST

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

CONPNT

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

CONCEDGE

AutoCAD SHX Text

CONCEDGE

AutoCAD SHX Text

CONCEDGE

AutoCAD SHX Text

CONCEDGE

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

FENC

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

ROADGRVL

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

CYCLONE FENCE

AutoCAD SHX Text

WOODEN FENCE

AutoCAD SHX Text

ELECTRIC SERVICE PANEL

AutoCAD SHX Text

WOOD CAPPED RETAINING WALL

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

NATURAL GAS VALVE

AutoCAD SHX Text

PAVED DRIVE

AutoCAD SHX Text

GRAVEL DRIVE

AutoCAD SHX Text

FFE = -2.41

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

EXISTING GREEN HOUSE

AutoCAD SHX Text

EXISTING HEAD HOUSE

AutoCAD SHX Text TREE LINE FENCE CONTROL POINT EXISTING BUILDING EDGE OF PAVEMENT CONTOUR (2' INTERVALS)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

PPM

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

AutoCAD SHX Text P.A.

AutoCAD SHX Text

FIRM

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text D

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text A

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text S

AutoCAD SHX Text

USDA

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

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

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

SOUTHERN REGIONAL RESEARCH CENTER

AutoCAD SHX Text

SRRC HEADHOUSE & BSL-2P COMPLIANT GREENHOUSE

AutoCAD SHX Text

NEW ORLEANS, LOUISIANA

AutoCAD SHX Text

EXISTING SITE PLAN

AutoCAD SHX Text C100

AutoCAD SHX Text 3 31

AutoCAD SHX Text 6/8/18

AutoCAD SHX Text

REH

AutoCAD SHX Text

REH

AutoCAD SHX Text

FEJ

AutoCAD SHX Text

MID SOUTH AREA

AutoCAD SHX Text

NEW ORLEANS, LOUISIANA

AutoCAD SHX Text

XXX

AutoCAD SHX Text 1447-A

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

EXISTING SITE PLAN

AutoCAD SHX Text 1" = 20'-0"

AutoCAD SHX Text

AutoCAD SHX Text C100

AutoCAD SHX Text GENERAL NOTES A. SEE SHEET G101 FOR BID ALTERNATES. SEE SHEET G101 FOR BID ALTERNATES. B. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK OR ORDERING ANY MATERIAL. ALL DISCREPANCIES SHALL BE REPORTED TO THE CONTRACTING OFFICER PRIOR TO PROCEEDING. C. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE-GROUND STRUCTURES, ABOVE-GROUND LOCATIONS BY OTHERS, AND/OR RECORD DRAWINGS PROVIDED THE SURVEYOR. LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES OR STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES OR STRUCTURES. D. SOME VEGETATION IS NOT SHOWN FOR CLARITY. SOME VEGETATION IS NOT SHOWN FOR CLARITY. E. THE CONTRACTOR SHALL MINIMIZE DISRUPTIONS TO THE CONTRACTOR SHALL MINIMIZE DISRUPTIONS TO GOVERNMENT UTILITIES AND OPERATIONS. F. PROTECT ALL ITEMS NOT INDICATED TO BE REMOVED. PROTECT ALL ITEMS NOT INDICATED TO BE REMOVED. DAMAGED ITEMS, NOT INTENDED FOR REMOVAL, SHALL BE REPLACED TO MATCH OR EXCEED EXISTING CONDITIONS AT NO COST TO THE GOVERNMENT. G. THE CONTRACTOR SHALL HAVE THE OPTION TO PROVIDE THE CONTRACTOR SHALL HAVE THE OPTION TO PROVIDE TEMPORARY FENCE, INSIDE THE LIMITS OF DISTURBANCE TO SECURE THE WORK AREA. H. PROVIDE 4' TALL TEMPORARY ORANGE HIGH DENSITY PROVIDE 4' TALL TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE SAFETY FENCE TO ISOLATE HAZARD AND CONSTRUCTION FROM UNAUTHORIZED ACCESS. I. PROVIDE TRAFFIC SIGNAGE AND DELINEATION WHERE HAZARDS PROVIDE TRAFFIC SIGNAGE AND DELINEATION WHERE HAZARDS TO VEHICULAR TRAFFIC ARE PRESENT. J. CARE SHALL BE TAKEN IN ALL OPEN SUBGRADES TO PREVENT CARE SHALL BE TAKEN IN ALL OPEN SUBGRADES TO PREVENT DETERIORATION CAUSED BY WEATHER. DEWATER ALL OPEN SUBGRADES AS REQUIRED TO MAINTAIN STABILITY.

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text SITE SURVEY NOTES A. THE SITE SURVEY WAS PERFORMED BY JOHNSON - McADAMS THE SITE SURVEY WAS PERFORMED BY JOHNSON - McADAMS SURVEY AND MAPPING ON 20 NOVEMBER 2017 AND 21 NOVEMBER 2017. B. VERTICAL DATUM NAVD 88 GEOID 12B VERTICAL DATUM NAVD 88 GEOID 12B C. HORIZONTAL DATUM NAD 83 LOUISIANA SOUTH STATE PLANE, HORIZONTAL DATUM NAD 83 LOUISIANA SOUTH STATE PLANE, US SURVEY FEET.

AutoCAD SHX Text KEYED NOTES 1. REMOVE EXISTING WEATHER STATION AND ELECTRICAL REMOVE EXISTING WEATHER STATION AND ELECTRICAL SERVICE. 2. REMOVE TOPSOIL AND RE-SPREAD AT THE REMOVE TOPSOIL AND RE-SPREAD AT THE COMPLETION OF CONSTRUCTION AS REQUIRED TO ESTABLISH POSITIVE DRAINAGE. (EXTENTS SHALL BE PERFORMED AS REQUIRED TO ACCOMMODATE EXECUTED WORK ITEMS) 3. REMOVE AND DEMOLISH TREE AND GRUB ROOTS TO A REMOVE AND DEMOLISH TREE AND GRUB ROOTS TO A MINIMUM 36" BELOW GRADE.

AutoCAD SHX Text GEOTECHNICAL NOTES: SITE PREPARATION THE SITE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE RELATIVELY THIN "CRUST" (I.E., UPPER 1 TO 2 FEET OF SOILS BELOW THE EXISTING GROUND SURFACE) DURING SITE PREPARATION/CONSTRUCTION SINCE THE "CRUST" IS UNDERLAIN BY WEAK AND HIGHLY ORGANIC CLAY SOILS. THESE SOILS ARE EXTREMELY SENSITIVE TO CHANGES IN MOISTURE AND IF DISTURBED COULD EASILY BECOME UNSTABLE. POSITIVE GRADING SHALL BE MAINTAINED TO PREVENT THE MOISTURE FROM SATURATING THE SUBGRADE. EXISTING VEGETATION AND THE ROOT MAT SHALL BE REMOVED. COMPLETE STRIPPING OF THE TOPSOIL SHALL BE PERFORMED IN THE PROPOSED BUILDING AREAS. STRIPPED MATERIALS CONSISTING OF VEGETATION AND ORGANIC MATERIALS SHOULD BE WASTED OFF SITE OR USED TO VEGETATE LANDSCAPED AREAS. FILL MATERIAL REQUIREMENTS FILL MATERIALS BY ALLOWABLE USCS SOIL CLASSIFICATION TYPE AND LOCATION. LEAN CLAY (CL) OR CLAYEY SAND (SC) (BOTH WITH LL<45, 10<PI<25) ALL LOCATIONS AND ELEVATIONS. RIVER SAND (SP, SM-SP (NOTE THAT FINES DEFINED AS RIVER SAND PERCENT PASSING THE NO. 200 SIEVE SHALL BE LESS THAN 10 PERCENT)) ALL LOCATIONS AND ELEVATIONS. FILL COMPACTION REQUIREMENTS 9 INCHES LIFTS OR LESS IN LOOSE THICKNESS WHEN HEAVY, SELF-PROPELLED COMPACTION EQUIPMENT IS USED. 4 TO 6 INCHES LIFTS IN LOOSE THICKNESS WHEN HAND GUIDED EQUIPMENT (I.E. JUMPING JACK OR PLATE COMPACTOR) IS USED. COMPACTION REQUIREMENTS AS DETERMINED BY STANDARD PROCTOR TEST (ASTM D698) 92% OF MAX WITHIN THE FOOTPRINT OF PILE-SUPPORTED BUILDING. 95% OF MAX IN AREAS WITH GRADE-SUPPORTED COMPONENTS. 92% GENERAL FILL REQUIREMENTS. COMPACTION TESTING THE CONTRACTOR SHALL TEST EACH LIFT OF FILL FOR DENSITY AND WATER CONTENT AT A FREQUENCY OF AT LEAST ONE TEST FOR EVERY 2,500 SQUARE FEET OF COMPACTED FILL IN THE BUILDING AREAS. DEEP FOUNDATION REQUIREMENTS MINIMUM PILE EMBEDMENT DEPTH BELOW EXISTING GRADE ~30' AND SHALL BE 'TIPPED' IN THE DENSE SAND STRATUM WAS ENCOUNTERED AT A DEPTH OF ABOUT 30 FEET. PILES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM D25 CLASS B TIMBER PILE (12-INCH BUTT, 7-INCH TIP) ALLOWABLE LOADS WITHOUT PILE TESTING PER THE CITY OF NEW ORLEANS BUILDING CODE. ALLOWABLE COMPRESSIVE RESISTANCE - 5 TONS ALLOWABLE UPLIFT RESISTANCE - 5 TONS THE TIMBER PILES SHALL BE INSTALLED USING A CONVENTIONAL AIR DRIVEN OR DROP WEIGHT PILE HAMMER WITH A MAXIMUM ENERGY RATING 15,000 FT-LB FOR CLASS B PILES. MORE DIFFICULT DRIVING CONDITIONS WILL BE ENCOUNTERED AS THE PILE IS INSTALLED INTO THE SAND STRATUM ENCOUNTERED AT A DEPTH OF ABOUT 28 TO 30 FEET BELOW THE EXISTING GRADE. IT IS ANTICIPATED THAT TIMBER PILES COULD ONLY BE DRIVEN A FEW FEET INTO THE SAND WITHOUT DAMAGE, THE PILES SHOULD BE CLOSELY OBSERVED AND IF 'REFUSAL' OR LITTLE OR NO PENETRATION UNDER SEVERAL SUCCESSIVE BLOWS OCCURS, DRIVING SHOULD BE CEASED. REFUSAL WITH THE ABOVE RATED HAMMER IS USUALLY DEFINED AS MORE THAN 25 BPF FOR THREE CONSECUTIVE FEET OR 35 BPF FOR ANY GIVEN FOOT OF DRIVING. THE DRIVING CRITERIA, INCLUDING REFUSAL CRITERIA, SHALL BE ESTABLISHED AT THE TIME OF CONSTRUCTION BASED ON THE CHARACTERISTICS OF THE PILE DRIVING HAMMER USED AND THE REQUIRED PILE CAPACITY. VIBRATION MONITORING THE CONTRACTOR SHALL PERFORM VIBRATION MONITORING DURING INSTALLATION OF DRIVEN PILES. A MAXIMUM THRESHOLD OF 0.25 IPS HAS BEEN ADOPTED BY THE US ARMY CORPS OF ENGINEERS NEW ORLEANS DISTRICT, IS RECOGNIZED BY THE LOCAL ENGINEERING COMMUNITY, AND IS RECOMMENDED FOR THE PROJECT.

AutoCAD SHX Text

GENERAL SUBSURFACE PROFILE (CPT-1)

AutoCAD SHX Text

STRATUM

AutoCAD SHX Text

APROX DEPTH TO BOTTOM OF STRATUM (FEET)

AutoCAD SHX Text

MATERIAL DESCRIPTION

AutoCAD SHX Text

CONSISTENCY/ DENSITY

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

0 TO 14

AutoCAD SHX Text

TOPSOIL

AutoCAD SHX Text N/A

AutoCAD SHX Text

FILL

AutoCAD SHX Text

ORGANIC CLAY/FAT CLAY

AutoCAD SHX Text

VERY SOFT TO SOFT

AutoCAD SHX Text

AutoCAD SHX Text 28-30

AutoCAD SHX Text

CLAY/SILT

AutoCAD SHX Text

SOFT

AutoCAD SHX Text

SAND

AutoCAD SHX Text

DENSE

AutoCAD SHX Text

UNDETERMINED

AutoCAD SHX Text

CLAY

AutoCAD SHX Text

MEDIUM STIFF

AutoCAD SHX Text

NOTABLE VARIATIONS

AutoCAD SHX Text

SAMPLE TERMINATED AT 40'

AutoCAD SHX Text

GROUND WATER 3.5' BELOW GRADE

AutoCAD SHX Text

EXIST. GRADE

CPT-1

-2.4

-2.9

CONTROL

E 3674705.748 N 554026.168

CONTROL

E 3674643.843N 553884.037CONTROL

E 3674528.601 N 553896.692

AutoCAD SHX Text -5.0

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.4

AutoCAD SHX Text -3.0

AutoCAD SHX Text -5.3

AutoCAD SHX Text -4.5

AutoCAD SHX Text -4.1

AutoCAD SHX Text -4.3

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.2

AutoCAD SHX Text -2.8

AutoCAD SHX Text -3.3

AutoCAD SHX Text -5.5

AutoCAD SHX Text -4.7

AutoCAD SHX Text -5.4

AutoCAD SHX Text -4.2

AutoCAD SHX Text -5.7

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.2

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.5

AutoCAD SHX Text -4.8

AutoCAD SHX Text -5.4

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.8

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.1

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.4

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.8

AutoCAD SHX Text -5.2

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.4

AutoCAD SHX Text -4.2

AutoCAD SHX Text -5.4

AutoCAD SHX Text -5.0

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.5

AutoCAD SHX Text -4.5

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.4

AutoCAD SHX Text -4.2

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.5

AutoCAD SHX Text -4.8

AutoCAD SHX Text -5.4

AutoCAD SHX Text -2.9

AutoCAD SHX Text -5.6

AutoCAD SHX Text -3.8

AutoCAD SHX Text -5.0

AutoCAD SHX Text -5.6

AutoCAD SHX Text -4.0

AutoCAD SHX Text -5.1

AutoCAD SHX Text -2.4

AutoCAD SHX Text -3.9

AutoCAD SHX Text -4.8

AutoCAD SHX Text -5.2

AutoCAD SHX Text -4.0

AutoCAD SHX Text -5.9

AutoCAD SHX Text -5.7

AutoCAD SHX Text -5.8

AutoCAD SHX Text -3.4

AutoCAD SHX Text -5.7

AutoCAD SHX Text -5.2

AutoCAD SHX Text -5.8

AutoCAD SHX Text -2.9

AutoCAD SHX Text -3.1

AutoCAD SHX Text -6.0

AutoCAD SHX Text -5.7

AutoCAD SHX Text -4.0

AutoCAD SHX Text -5.8

AutoCAD SHX Text -5.9

AutoCAD SHX Text -5.4

AutoCAD SHX Text -3.8

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.1

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.4

AutoCAD SHX Text -3.0

AutoCAD SHX Text -3.2

AutoCAD SHX Text -5.4

AutoCAD SHX Text -5.5

AutoCAD SHX Text W

AutoCAD SHX Text -3.5

AutoCAD SHX Text -4.0

AutoCAD SHX Text -5.7

AutoCAD SHX Text -6.0

AutoCAD SHX Text -5.7

AutoCAD SHX Text -4.8

AutoCAD SHX Text -5.2

AutoCAD SHX Text -5.4

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.8

AutoCAD SHX Text -3.2

AutoCAD SHX Text -3.9

AutoCAD SHX Text -5.9

AutoCAD SHX Text -6.0

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.0

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.7

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.7

AutoCAD SHX Text -4.0

AutoCAD SHX Text -3.3

AutoCAD SHX Text -6.0

AutoCAD SHX Text -5.8

AutoCAD SHX Text -4.9

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.6

AutoCAD SHX Text -2.5

AutoCAD SHX Text -5.6

AutoCAD SHX Text -4.1

AutoCAD SHX Text -2.9

AutoCAD SHX Text -5.7

AutoCAD SHX Text -5.8

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.4

AutoCAD SHX Text -4.2

AutoCAD SHX Text M

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.4

AutoCAD SHX Text -5.8

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.4

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.2

AutoCAD SHX Text -2.4

AutoCAD SHX Text -3.2

AutoCAD SHX Text -5.5

AutoCAD SHX Text -4.3

AutoCAD SHX Text -5.3

AutoCAD SHX Text -5.8

AutoCAD SHX Text -5.7

AutoCAD SHX Text -5.4

AutoCAD SHX Text -5.2

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.8

AutoCAD SHX Text -5.0

AutoCAD SHX Text -2.5

AutoCAD SHX Text -3.3

AutoCAD SHX Text -5.6

AutoCAD SHX Text -4.2

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.9

AutoCAD SHX Text -5.6

AutoCAD SHX Text -5.5

AutoCAD SHX Text -5.2

AutoCAD SHX Text -5.4

AutoCAD SHX Text -4.8

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

CYCLONE FENCE

AutoCAD SHX Text

WOODEN FENCE

AutoCAD SHX Text

ELECTRIC SERVICE PANEL

AutoCAD SHX Text

WOOD CAPPED RETAINING WALL

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

NATURAL GAS VALVE

AutoCAD SHX Text

PAVED DRIVE

AutoCAD SHX Text

GRAVEL DRIVE

AutoCAD SHX Text

FFE = -2.41

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

EXISTING GREEN HOUSE

AutoCAD SHX Text

EXISTING HEAD HOUSE

AutoCAD SHX Text

BLDG

AutoCAD SHX Text E : 3674603.81

AutoCAD SHX Text N : 553942.67

AutoCAD SHX Text

BLDG

AutoCAD SHX Text E : 3674605.99

AutoCAD SHX Text N : 553859.20

AutoCAD SHX Text

BLDG

AutoCAD SHX Text E : 3674648.22

AutoCAD SHX Text N : 553860.03

AutoCAD SHX Text

PPM

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

AutoCAD SHX Text P.A.

AutoCAD SHX Text

FIRM

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text D

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text A

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text S

AutoCAD SHX Text

USDA

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

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

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

SOUTHERN REGIONAL RESEARCH CENTER

AutoCAD SHX Text

SRRC HEADHOUSE & BSL-2P COMPLIANT GREENHOUSE

AutoCAD SHX Text

NEW ORLEANS, LOUISIANA

AutoCAD SHX Text

PROPOSED SITE PLAN

AutoCAD SHX Text C101

AutoCAD SHX Text 4 31

AutoCAD SHX Text 6/8/18

AutoCAD SHX Text

REH

AutoCAD SHX Text

REH

AutoCAD SHX Text

FEJ

AutoCAD SHX Text

MID SOUTH AREA

AutoCAD SHX Text

NEW ORLEANS, LOUISIANA

AutoCAD SHX Text

XXX

AutoCAD SHX Text 1447-A

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROPOSED SITE PLAN

AutoCAD SHX Text 1" = 20'-0"

AutoCAD SHX Text

AutoCAD SHX Text C101

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text KEYED NOTES 1. PROVIDE NEW GREENHOUSE ADDITION. SEE SHEET PROVIDE NEW GREENHOUSE ADDITION. SEE SHEET G101 FOR BID ALTERNATES. FFE (FINISHED FLOOR ELEVATION) SHALL MATCH EXISTING BUILDING'S FFE. EXTENTS SHALL BE ADJUSTED TO ACCOMMODATE EXECUTED CONTRACT ITEMS. 2. GRADE TO DRAIN. GRADE TO DRAIN. 3. PROVIDE EQUIPMENT PAD, SEE 5/S101. SEE PROVIDE EQUIPMENT PAD, SEE 5/S101. SEE ARCHITECTURAL SHEETS FOR BASE BID AND ALTERNATE BID ITEM LIMITS. 4. PLACE COMPACTED FILL AS REQUIRED TO SUPPORT PLACE COMPACTED FILL AS REQUIRED TO SUPPORT NEW FOUNDATION. FILL SHALL MEET THE REQUIREMENTS SPECIFIED ON SHEET C100.

AutoCAD SHX Text PROVIDE SOLID SOD ALONG THE FACE OF THE BUILDING ADDITION EXTENDING 5' FEET FROM THE EXTERIOR ENVELOPE AND 3' FROM EQUIPMENT PADS. SODDING MATERIAL AND METHOD SHALL BE PROVIDED IN ACCORDANCE WITH LADOTD'S STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES (2006) [SECTION 717], SUITABLE FOR LAWN APPLICATION AND GRADED AT APPROXIMATELY 5% AWAY FROM THE FACE OF THE BUILDING FOR 5'.

AutoCAD SHX Text

6" TYP.BELOW F.F.E.

AutoCAD SHX Text F.F.E.

AutoCAD SHX Text

BUILDING FACE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

GENERAL GRADING DETAIL

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text C101

AutoCAD SHX Text 4'

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 8'

AutoCAD SHX Text

COMPACTED FILL.

AutoCAD SHX Text 3H

#5 12" O.C., E.W.

AutoCAD SHX Text #4 12" O.C., E.W.

AutoCAD SHX Text

TYP. AT GREENHOUSE

AutoCAD SHX Text

WOOD PILES (LENGTH - 35')

AutoCAD SHX Text

TYP. AT HEADHOUSE

AutoCAD SHX Text

HEADHOUSE LEDGE FOR GREENHOUSE SLAB (SEE DETAIL 3/S101)

AutoCAD SHX Text

EXPANSION MATERIAL

AutoCAD SHX Text

EXPANSION MATERIAL

AutoCAD SHX Text

4" THICK #57 CAPILLARY STONE

AutoCAD SHX Text #5 12" O.C., E.W.

AutoCAD SHX Text

8" (MIN) EQUIPMENT PAD TYP 2' LARGER THAN EQUIPMENT ON ALL SIDES

AutoCAD SHX Text

EQUIPMENT PAD

AutoCAD SHX Text

SCALE: 3/16" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 12'

AutoCAD SHX Text #5 @ 16" O.C.

AutoCAD SHX Text

#4 @ 16" O.C., TOP

AutoCAD SHX Text

EXPANSION MATERIAL

AutoCAD SHX Text SEE ARCHITECTURAL PLANS FOR ELEVATIONS, GRADES, SLOPES, SUMP PIT AND APPURTENANCES

AutoCAD SHX Text

LEDGER FOR GREENHOUSE SLAB

AutoCAD SHX Text

EXPANSION MATERIAL, TYP. BETWEEN BUILDING SLAB AND EQUIPMENT PAD

AutoCAD SHX Text

AutoCAD SHX Text S100

AutoCAD SHX Text S101

AutoCAD SHX Text

AutoCAD SHX Text S101

AutoCAD SHX Text

AutoCAD SHX Text S101

AutoCAD SHX Text

BASE BID

AutoCAD SHX Text

ANTICIPATED PILE BEARING SAND STRATA

AutoCAD SHX Text

PILES FOR SLAB SUPPORT, NOT SHOWN

AutoCAD SHX Text

FLOOR DRAIN (SEE ARCHITECTURAL FOR GRADES AND DETAILS)

AutoCAD SHX Text #4 12" O.C., E.W.

AutoCAD SHX Text

VAPOR BARRIER

AutoCAD SHX Text

PPM

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

AutoCAD SHX Text P.A.

AutoCAD SHX Text

FIRM

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text D

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text A

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text S

AutoCAD SHX Text

USDA

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

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

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

SOUTHERN REGIONAL RESEARCH CENTER

AutoCAD SHX Text

SRRC HEADHOUSE & BSL-2P COMPLIANT GREENHOUSE

AutoCAD SHX Text

NEW ORLEANS, LOUISIANA

AutoCAD SHX Text

FOUNDATION LAYOUT

AutoCAD SHX Text

BASE BID

AutoCAD SHX Text S000

AutoCAD SHX Text 5 31

AutoCAD SHX Text 6/8/18

AutoCAD SHX Text

REH

AutoCAD SHX Text

REH

AutoCAD SHX Text

FEJ

AutoCAD SHX Text

MID SOUTH AREA

AutoCAD SHX Text

NEW ORLEANS, LOUISIANA

AutoCAD SHX Text

XXX

AutoCAD SHX Text 1447-A

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

FOUNDATION PLAN: BASE BID

AutoCAD SHX Text 3/16" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S100

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

FOUNDATION SECTION: BASE BID

AutoCAD SHX Text 3/16" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S100

AutoCAD SHX Text FOUNDATIONS SF-1 SOIL BENEATH SITE WALLS, ETC., SHALL BE STRIPPED, SOIL BENEATH SITE WALLS, ETC., SHALL BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. SF-2 NOTIFY CONTRACTING OFFICER IF SOIL CONDITIONS ARE NOTIFY CONTRACTING OFFICER IF SOIL CONDITIONS ARE UNCOVERED THAT PREVENT THE REQUIRED SOIL BEARING PRESSURE FROM BEING OBTAINED. SF-3 COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFERENCE. SF-4 EXCAVATING UNDER OR NEAR IN-PLACE EXCAVATING UNDER OR NEAR IN-PLACE FOOTINGS/FOUNDATIONS WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/FOUNDATIONS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY DETAILED. REINFORCED CONCRETE RC-1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318. RC-2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. RC-3 CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" UNLESS NOTED OTHERWISE. RC-4 LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE. LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT MIDSPAN UNLESS OTHERWISE SPECIFIED. RC-5 SLEEVE ALL PENETRATIONS THROUGH BEAMS INDIVIDUALLY. SLEEVE ALL PENETRATIONS THROUGH BEAMS INDIVIDUALLY. CORE DRILLING SHALL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ARCHITECT FOR REVIEW PRIOR TO CASTING CONCRETE. RC-6 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. RC-7 ALL REINFORCEMENT SHALL BE EPOXY COATED IN ALL REINFORCEMENT SHALL BE EPOXY COATED IN ACCORDANCE WITH ASTM A775 GRADE 60 (UNO).

AutoCAD SHX Text DEEP FOUNDATIONS DF-1 PILES SHALL BE TIMBER 12" DIA BUTT, 7" DIA TIP (35' MIN) PILES SHALL BE TIMBER 12" DIA BUTT, 7" DIA TIP (35' MIN) 12" DIA BUTT, 7" DIA TIP (35' MIN) DF-2 ALL PILES SHALL BE DRIVEN IN ACCORDANCE WITH THE ALL PILES SHALL BE DRIVEN IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT AND PROVIDE THE FOLLOWING CAPACITIES: 15 TONS COMPRESSION (FS = 2.0) 5 TONS TENSION (FS = 3.0) PILE CAPACITIES SHALL BE VERIFIED BY AN APPROVED DRIVING FORMULA PER IBC 2012, 1808.2.8.2 DF-3 TIMBER PILES SHALL BE TREATED [SOUTHERN PINE/OTHER] AND TIMBER PILES SHALL BE TREATED [SOUTHERN PINE/OTHER] AND SHALL PROVIDE THE FOLLOWING MINIMUM DESIGN STRENGTHS: ASTM D25 CLASS 'B' Fc (PARALLEL) = 1,200 PSI = 1,200 PSI 1,200 PSI Fb = 2,400 PSI = 2,400 PSI 2,400 PSI Fv = 110 PSI = 110 PSI 110 PSI E = 1,500,000 PSI = 1,500,000 PSI 1,500,000 PSI DF-4 PRIOR TO CONSTRUCTION OF ANY ADDITIONAL PILE, PROVIDE A PRIOR TO CONSTRUCTION OF ANY ADDITIONAL PILE, PROVIDE A MINIMUM OF ONE LOAD TEST PILE WITHIN THE BUILDING FOOTPRINT. PILE SHALL BE LOCATED AS DIRECTED BY THE CONTRACTING OFFICER. LOAD TEST THE PILE TO A MINIMUM OF 250% OF THE DESIGN CAPACITY OR UNTIL FAILURE. PROVIDE RESULTS TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO PROCEEDING WITH PILE DRIVING OPERATIONS. DF-5 AMERICAN WOOD PRESERVATIVE ASSOCIATION (AWPA) TREATMENT SHALL BE PROVIDED IN AWPA UC4C, MINIMUM

GENERAL NOTES G-1 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 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 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 STRUCTURE AND ITS COMPONENT PARTS 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 STRUCTURE 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. 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 ARCHITECT. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE ARCHITECT. 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. 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. 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 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 ARCHITECT. 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, 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 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 COORDINATE ALL STRUCTURAL ANCHORAGE, LAYOUT AND SUPPORT REQUIREMENTS WITH THE GREENHOUSE MANUFACTURER/SUPPLIER. THE GREENHOUSE STRUCTURE AND ANCHORAGE IS INTENDED TO BE A DELEGATED DESIGN AND STAMPED AND SEALED BY THE MANUFACTURER'S PROFESSIONAL ENGINEER IN STATE OF LOUISIANA.

#5 12" O.C., E.W.

AutoCAD SHX Text #4 12" O.C., E.W.

AutoCAD SHX Text

TYP. AT GREENHOUSE

AutoCAD SHX Text

WOOD PILES (LENGTH - 35')

AutoCAD SHX Text

#4 TIES 9" O.C.

AutoCAD SHX Text #4 12" O.C., E.W.

AutoCAD SHX Text

TYP. AT HEADHOUSE

AutoCAD SHX Text

HEADHOUSE LEDGE FOR GREENHOUSE SLAB (SEE DETAIL 3/S101)

AutoCAD SHX Text

EXPANSION MATERIAL

AutoCAD SHX Text

EXPANSION MATERIAL

AutoCAD SHX Text

VAPOR BARRIER

AutoCAD SHX Text

4" THICK #57 CAPILLARY STONE

AutoCAD SHX Text #5 12" O.C., E.W.

AutoCAD SHX Text

(4) #5 CONTINUOUS

AutoCAD SHX Text

8" (MIN) EQUIPMENT PAD TYP 2' LARGER THAN EQUIPMENT ON ALL SIDES

AutoCAD SHX Text

EQUIPMENT PAD (ALT. #3)

AutoCAD SHX Text

EQUIPMENT PAD

AutoCAD SHX Text

SCALE: 3/16" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 12'

AutoCAD SHX Text #5 @ 16" O.C.

AutoCAD SHX Text

#4 @ 16" O.C., TOP

AutoCAD SHX Text

EXPANSION MATERIAL

AutoCAD SHX Text SEE ARCHITECTURAL PLANS FOR ELEVATIONS, GRADES, SLOPES, SUMP PIT AND APPURTENANCES

AutoCAD SHX Text

LEDGER FOR GREENHOUSE SLAB

AutoCAD SHX Text

EXPANSION…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.

ATTACHMENT_-__IV__DRAWINGS_-_SRRC_Headhouse_Greenhouse.pdf

About this file

View the file

Other files

Work with this file

Text version

ATTACHMENT_-IVDRAWINGS_-_SRRC_Headhouse_Greenhouse.pdf