Attachment 6 - MAHG211131C Division Street Basin DWG 14 Jul 22.pdf

PDF 1 MB Posted Aug 15, 2022

Attached to: Construct Division Street Sidewalks
Solicitation number: FA301022R0040
Issued by: Department of the Air Force Air Education and Training Command

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation package includes construction drawings and specifications for a federal contract opportunity to construct sidewalks, a monument wall, and repair a catch basin at Keesler Air Force Base. The work will be conducted as a HUBZone small business set-aside utilizing performance price trade-off procedures. Interested HUBZone small businesses may submit a proposal for this acquisition, which has an estimated value between $500,000 and $1,000,000. The solicitation is anticipated to be posted on August 15th with a closing date of September 14th and a 120-day period of performance following award. The contracting agency is the Department of the Air Force Air Education and Training Command. All contractors must register in SAM prior to award. Questions should be directed to the named contracting specialist and contracting officer.

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Attachment 9 - WD MS20220133 25 Feb 22.pdf	PDF	Aug 15, 2022
Attachment 10 - Past Performance Reference List (PPRL).docx	DOCX document	Aug 15, 2022
Attachment 14 - SF 1444.pdf	PDF	Aug 15, 2022
Attachment 5 - MAHG211131B Division Street Monument Sign MSS.xls	XLS spreadsheet	Aug 15, 2022
Attachment 3 - MAHG211131A Division Street Sidewalks MSS.pdf	PDF	Aug 15, 2022
Attachment 13 - Submittal Procedures.pdf	PDF	Aug 15, 2022
FA301022R0040.pdf	PDF	Aug 15, 2022
Attachment 4 - MAHG211131B Division Street Monument Sign DWG 14 Jul 22.pdf	PDF	Aug 15, 2022
Attachment 2 - MAHG211131A Division Street Sidewalks DWG 14 Jul 22.pdf	PDF	Aug 15, 2022
Attachment 8 - UFC 3-120-01 Design_ Sign Standard 12 Dec 17.pdf	PDF	Aug 15, 2022
Attachment 12 - Notice of Compliance.pdf	PDF	Aug 15, 2022
Attachment 1 - MAHG211131A-C Division Street Sidewalks SOW 26 Jul 22.pdf	PDF	Aug 15, 2022
Attachment 7 - MAHG211131C Division Street Basin MSS.xls	XLS spreadsheet	Aug 15, 2022

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SET NO. BMA No. 3772

DETENTION BASIN IMPROVEMENTS

BILOXI, MISSISSIPPI

PREPARED FOR

FOR

CONSTRUCTION PLANS

JULY, 2022

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B A

O V

SHEET INDEX

LOCATION MAP

DIVISION STREET-KAFB

C -0

DESCRIPTION SHEET NO.

TITLE / LOCATION MAP / SHEET INDEX

EXISTING CONDITIONS/DEMOLITION PLAN

SITE LAYOUT PLAN

C-001

C-111

C-121

BROWN, MITCHELL

& ALEXANDER, INC.

CONSULTING ENGINEERSPascagoula, MS 39567

(228)864-7612

3221 Market Street

131 Rue Magnolia Biloxi, MS 39530 (228)436-7612

401 Cowan Road, Suite A, Gulfport, MS 39507 (228)864-7612

I-1

KEESLER

AIR FORCE

BASE

HIGHWAY 90

DIVISION ST.

T A

C H

BACK BAY OF BILOXI

CSX RAILROAD

PROJECT

LOCATION

MISSISSIPPI SOUND

KEESLER A.F.B.

BILOXI, MS 39534

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BM6

27+00 28+00 29+00 30+00 31+00 32+00

BM3

BM5

APPROX. 400 S.F. RIP RAP FILL MATERIAL

TO BE EXCAVATED

NOTES:

1. CONTRACTOR TO REMOVE ALL TREES, SHRUBS, AND BRUSH

FROM DETENTION BASIN. ALL DEBRIS SHALL BE REMOVED FROM

PROJECT AREA PRIOR TO PROJECT COMPLETION.

2. EXISTING RIPRAP TO BE RELOCATED TO END OF EXISTING PIPE

OUTFALLS IN BASIN AND PLACED IN A UNIFORM MANNER TO ENSURE

TIRE EQUIPMENT CAN MANEUVER OVER RIPRAP. C-111

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N S/

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1" = 20'

BEARINGS, DISTANCES, AND COORDINATE VALUES ARE

BASED ON THE MISSISSIPPI STATE PLANE GRID

COORDINATE SYSTEM, NAD '83, EAST ZONE (2301), U.S.

SURVEY FEET, AND WERE DERIVED USING A TOPCON

HIPER VR SERIES GPS RECEIVER UTILIZING THE REAL

TIME NETWORK ADMINISTERED BY EARL DUDLEY, INC.

ELEVATIONS ARE NAVD '88, (EPOCH 2009.55), GEOID 18.

BVN

BJS

07/14/2022

DWG\3772 - DTN BASIN

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SEE NOTE 1 SEE NOTE 1

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EXIST. DETENTION BASIN

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EXIST. PERIMETER FENCE

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EXIST. CONCRETE FLUME

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RIP RAP FILL MATERIAL

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WASHOUT AREA

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WASHOUT AREA

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WASHOUT AREA

AutoCAD SHX Text COORDINATES & ELEVATIONS ARE BASED ON THE MISSISSIPPI STATE PLANE GRID, EAST ZONE (2301), NAD '83 U.S. FEET, GEOID 2012B

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SITE CONTROL / BENCH MARK TABLE

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BM3 MAG NAIL SET IN PAVEMENT N= 328,331.19 E= 960,518.05 ELEV= 15.27'

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BM5 IRON ROD SET N= 328,146.36 E= 961,802.66 ELEV= 14.08'

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BM6 IRON ROD SET N= 328,119.55 E= 961,111.67 ELEV= 16.88'

AutoCAD SHX Text THE PROFESSIONAL ENGINEERING SERVICES PROVIDED BY BROWN, MITCHELL & ALEXANDER, INC.,(BMA) ARE RELATIVE TO THESE FINAL DRAWINGS AS SHOWN. ANY MODIFICATIONS TO THE DRAWINGS & ASSOCIATED SPECIFICATIONS AS PREPARED BY BMA WITHOUT THE WRITTEN CONSENT OF BMA, SHALL RELIEVE BMA OF ANY & ALL LIABILITY AS A RESULT OF ANY SUCH MODIFICATIONS.

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27+00 28+00 29+00 30+00 31+00 32+00

BM3

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75.00'

45.00'

RE-ESTABLISH SLOPE & PROVIDE

SLOPE TREATMENT

(SEE DETAIL)

N= 328094.40 E= 961291.94

N= 328113.34 E= 961253.44

N= 328150.24 E= 960886.81

BEGIN NEW 5' WIDE FLUME

N= 328081.51 E= 961190.64

5.00'RE-ESTABLISH SLOPE & PROVIDE

SLOPE TREATMENT

(SEE DETAIL)

NEW 5' WIDE

FLUME REQ'D

END NEW 5' WIDE FLUME

N= 328083.97 E= 961389.02

±3.50'

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CONC. FLUME AND RIPRAP

REQ'D (TYP.)

30.00'

CONC. FLUME AND RIPRAP

REQ'D (TYP.)

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L A

1" = 20'

BEARINGS, DISTANCES, AND COORDINATE VALUES ARE

BASED ON THE MISSISSIPPI STATE PLANE GRID

COORDINATE SYSTEM, NAD '83, EAST ZONE (2301), U.S.

SURVEY FEET, AND WERE DERIVED USING A TOPCON

HIPER VR SERIES GPS RECEIVER UTILIZING THE REAL

TIME NETWORK ADMINISTERED BY EARL DUDLEY, INC.

ELEVATIONS ARE NAVD '88, (EPOCH 2009.55), GEOID 18.

BVN

BJS

07/14/2022

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CAD

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4" TOPSOIL REQ'D

STRAW ROLL REQ'D

UNTIL VEGETATION

HAS ESTABLISHED

CONC. FLUME

REQ'D

±10'

±3.50' ±30.00'

BORROW MATERIAL REQ'D

TO RE-ESTABLISH

PLAN SLOPE

NOTES:

1. CONTRACTOR SHALL INSPECT BASIN SLOPES AND BOTTOM AND RE-GRADE

AS NEEDED TO ENSURE A SMOOTH SURFACE, FREE OF GRADE CHANGES

UNSUITABLE FOR LOW PROFILE MAINTENANCE EQUIPMENT.

2. CONTRACTOR SHALL SOD AND STAKE ALL AREAS WITHIN PROJECT LIMITS

WHERE GROUND COVER IS INSUFFICIENT TO PREVENT SOIL EROSION.

10.00'

(TYP.) 10

.0 0'

SOD ALL DISTURBED

AREAS. SOD STAKES

REQ'D.

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EXIST. DETENTION BASIN

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EXIST. PERIMETER FENCE

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EXIST. CONCRETE FLUME

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SITE CONTROL / BENCH MARK TABLE

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BM3 MAG NAIL SET IN PAVEMENT N= 328,331.19 E= 960,518.05 ELEV= 15.27'

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BM5 IRON ROD SET N= 328,146.36 E= 961,802.66 ELEV= 14.08'

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BM6 IRON ROD SET N= 328,119.55 E= 961,111.67 ELEV= 16.88'

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FLUME SECTION

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TREATMENT DETAIL

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BASIN SLOPE

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CONC. FLUME

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FLUME SECTION AT SLOPE

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MATCH SLOPE OF BASIN

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RIPRAP REQ'D

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GEOTEXTILE FABRIC REQ'D

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1. GEOTEXTILE FABRIC SHALL BE A NON-WOVEN FABRIC MEETING AASHTO CLASS 1 REQUIREMENTS AND HAVING AN UNIT WEIGHT OF 7 OZ/SY. 2. RIPRAP SHALL BE 50 LBS NOMINAL SIZE STONE WITH NO STONES LARGER THAN 150 LBS AND NO MORE THAN 10% OF TOTAL WEIGHT LESS THAN 2 LBS.

3772 - DTN BASIN-C-001

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C-001

3772 - DTN BASIN-C-111

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C-111

3772 - DTN BASIN-C-121

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C-121

File details come from the government source that posted it. Updated Aug 15, 2022.