Attch5_FinalSurvey-2319-Legal_Exhibit_3pp.pdf

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VA-FWS BMGR ASSEMBLE/INSTALL PREFAB METAL BLDG
Solicitation number
140FC124R0029
Issued by

About this file

This solicitation requests proposals for a prefabricated metal building and concrete pad installation project at the Barry M Goldwater Refuge in Arizona. The General Contractor will assemble and install the prefabricated metal building, including site preparation, grading, a concrete pad, electrical work, and extensions to specified sizes. The project must meet applicable Maricopa County codes. Proposals are due by February 28, 2024.

The solicitation is a total small business set aside conducted under simplified acquisition procedures by the U.S. Fish and Wildlife Service. The contract value is estimated between $25,000 to $100,000, and will be a firm fixed-price construction purchase order. Payment and performance bonds are required for any amounts over $35,000 and $150,000, respectively. Proposals must include all information listed in Section L to be considered responsive. The basis for award will be best value considering technical capabilities, past performance, and price.

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H&J Job#2319 SHEET 1 OF 3

LEGAL DESCRIPTION

US FISH & WILDLIFE NEW BUILDING SITE LOCATION AREA

PART OF THE GILA BEND AUXILIARY FIELD, ACCORDING TO BOOK 1088 OF SURVEYS, PAGE 49, MARICOPA COUNTY RECORDER’S OFFICE, LOCATED IN THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 6 SOUTH, RANGE 5 WEST, GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, DESCRIBED AS FOLLOWS:

COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 25, BEING A FOUND BRASS CAP IN SIDEWALK, PROPERLY STAMPED “RLS47302” 2011 FLUSH, FROM WHICH THE NORTH ONE-QUARTER CORNER BEING AN ALUMINUM CAP PROPERLY STAMPED “RLS47302” 2011, BEARS SOUTH 89°47'56" EAST

2641.97 FEET DISTANT;

THENCE SOUTH 54°18'24" EAST 1476.05 FEET TO A SET ½” REBAR WITH 2 ½” ALUMINUM CAP STAMPED

“LS21765 2024” 0.1’ UP, BEING THE POINT OF BEGINNING;

THENCE SOUTH 59°29'11" EAST 50.00 FEET TO A SET ½” REBAR WITH 2 ½” ALUMINUM CAP STAMPED

“LS21765 2024” 0.1’ UP;

THENCE SOUTH 30°30'49" WEST 45.00 FEET A SET ½” REBAR WITH 2 ½” ALUMINUM CAP STAMPED

“LS21765 2024” 0.1’ UP;

THENCE NORTH 59°29'11" WEST 50.00 FEET TO A SET ½” REBAR WITH 2 ½” ALUMINUM CAP STAMPED

“LS21765 2024” 0.1’ UP;

THENCE NORTH 30°30'49" EAST 45.00 FEET THE POINT OF BEGINNING;

1/24/2024

30.3'

7.

3'

N

1N

N

3 N

EXISTING

BUILDING

BACK OF

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LINE TABLE

LINE NO.

L1

L2

L3

L4

DIRECTION

S59°29'11"E

S30°30'49"W

N59°29'11"W

N30°30'49"E

LENGTH

50.00'

45.00'

50.00'

45.00'

H&J CONSULTING, LLC

20165 North 67th Avenue, Suite 122A

Glendale, Arizona 85308 Phone:(602) 882-2371 hal@hnjsurvey.com www.hnjsurvey.com

EXHIBIT

NEW BUILDING SITE

LOCATED IN THE NW 1/4,SEC. 25, T6S, R5W, G&SRM,

MARICOPA COUNTY, ARIZONA.

N

1/2 4/

"I" S

T

4th ST

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HNE

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CFEDS #1047

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H&J CONSULTING, LLC

20165 North 67th Avenue, Suite 122A

Glendale, Arizona 85308 Phone:(602) 882-2371 hal@hnjsurvey.com www.hnjsurvey.com

EXHIBIT

NEW BUILDING SITE

LOCATED IN THE NW 1/4,SEC. 25, T6S, R5W, G&SRM,

MARICOPA COUNTY, ARIZONA.

1/2 4/

BASIS OF SURVEY

THE FOLLOWING PARAMETERS WERE SET FOR THE BASIS OF THIS SURVEY:

SYSTEM: UNITED STATES STATE PLANE NAD83 (2007)

ZONE: ARIZONA CENTRAL

DATUM: NAVD88

UNITS = INTERNATIONAL FEET

GPS CALIBRATION AND TRANSLATION TO THE SURFACE WAS PERFORMED BY

LAND SURVEY SOFTWARE. A GRID ADJUSTMENT FACTOR OF 1.000035395 AND

SCALE ORIGIN VALUES OF N=0000.00, E=0000.00.

ALL BEARINGS ARE GRID/GROUND BEARINGS

ALL DISTANCES ARE MEASURED GROUND DISTANCES (INTERNATIONAL FEET)

ALL COORDINATES ARE MEASURED GROUND VALUES (INTERNATIONAL FEET)

TIE LINE

SUBJECT PARCEL(S)

PROPOSED BUILDING

BACK OF CURB

CADASTRAL LINE

EXISTING BUILDING

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CFEDS #1047

2319 LEGAL DESCRIPTION.pdf
LEGAL DESCRIPTION
US FISH & WILDLIFE NEW BUILDING SITE LOCATION AREA
2319 THOMAS SYLVESTER USF&W EXHIBIT
Sheets and Views
2319 THOMAS SYLVESTER USF&W-EXHIBIT2
2319 THOMAS SYLVESTER USF&W-EXHIBIT3

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