Attachment 2 - Project Drawings.pdf

PDF 6 MB Posted Feb 21, 2020

Attached to: Sewer Remediation Repair through a Cured In Place Pipe (CIPP) system along with Cleaning and Epoxy Coating associated manholes
Solicitation number: FDA_20-223-1224034
Issued by: Department of Health and Human Services Food and Drug Administration Office of Acquisition and Grant Services

View the file

Other files

File	Type	Posted
Attachment 7 - Amended Task 1 Statement of Work.pdf	PDF	Mar 26, 2020
Combined Synopsis Solicitation FDA_20-223-1224034.pdf	PDF	Feb 21, 2020
Attachment 4 Video.wmv	WMV file	Feb 21, 2020
Attachment 6 Video.mp4	MP4 file	Feb 21, 2020
Attachment 1 - Statement of Work.pdf	PDF	Feb 21, 2020
Attachment 3 Video.wmv	WMV file	Feb 21, 2020

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928 AIRPORT ROAD

HOT SPRINGS, AR 71913

(PH) 501-767-2366

(FAX) 501-767-6859

(EMAIL) info@bnfeng.com

ISSUE DATE:

B&F PROJ.

ENGINEERING, INC.

B&F

FILE NAME:

REV. # REV. DATE BY REVISIONS

Fld.Bk. #

Survey

Checked

Drawn

Design

DATEBY

Rev. #

7-4329-0109-19-S

C1.0

12/23/19

F O

N W

O F

J E

F F

E R

S O

O U

N T

A R

K A

N S

A S

JWR 7/19

EGB 7/19

LITTLE

TO DALLAS

TEXARKANA

ROCK

PINE

BLUFF

FORT SMITH

TO OKLAHOMA CITY

MEMPHIS

I S

TOXICOLOGICAL RESEARCH

(Jefferson Labs)

NCTR/JEFFERSON

EXIT

PINE

BLUFF

JEFFRSON

R T

LITTLE ROCK

TO TEXARKANA

TO MEMPHIS

NATIONAL CENTER FOR

PROJECT LOCATION

REDFIELD

NORTH LITTLE ROCK40

FINAL DESIGN SUBMITTAL FOR

SEWER REMEDIATION

WEST OF BUILDING 26

OWNER

JEFFERSON LABORATORIES

3900 NCTR ROAD

JEFFERSON, AR 72079

PREPARED BY

B & F ENGINEERING, INC.

928 AIRPORT ROAD

HOT SPRINGS, AR 71913

PHONE: (501) 767-2366

B & F JOB NO. 7-4329-0109

AUGUST 2019

IDIQ CONTRACT NO.:HHSF223201610018I

Task Order 75F40119F19013 NCTR Sewer Design

NCTR ROAD

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DRAWING INDEX

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SHEET NO.

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DESCRIPTION

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COVER SHEET

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WORK ZONE ACCESS & STAGING PLAN

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SANITARY SEWER PLAN & PROFILE

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ISSUES & REVISIONS

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60% SUBMITTAL

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JEFFERSON LABORATORIES @ NCTR

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(PH) 501-767-2366

(FAX) 501-767-6859

(EMAIL) info@bnfeng.com

ISSUE DATE:

B&F PROJ.

ENGINEERING, INC.

B&F

FILE NAME:

REV. # REV. DATE BY REVISIONS

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AutoCAD SHX Text CONSTRUCTION NOTES 1. CONTRACTOR TO MAINTAIN CLEAR AND SAFE ROUTES FOR VEHICULAR AND PEDESTRIAN CONTRACTOR TO MAINTAIN CLEAR AND SAFE ROUTES FOR VEHICULAR AND PEDESTRIAN TRAFFIC AT ALL TIMES. 2. COORDINATE ALL WORK AND CONSTRUCTION SEQUENCE WITH OWNER AND ENGINEER COORDINATE ALL WORK AND CONSTRUCTION SEQUENCE WITH OWNER AND ENGINEER MANAGER TO MINIMIZE AFFECTS OF CONSTRUCTION ON FACILITY OPERATIONS. DAILY OPERATING HOURS ARE 8AM TO 4:30PM. CONTRACTOR TO COORDINATE ANY WORK OUTSIDE OF THESE HOURS IN ADVANCED W/OWNER. 3. COORDINATE LOCATION OF CONSTRUCTION FENCING AND GATES WITH OWNER AND COORDINATE LOCATION OF CONSTRUCTION FENCING AND GATES WITH OWNER AND ENGINEER PRIOR TO ANY CONSTRUCTION. PRIOR TO ANY CONSTRUCTION. TO ANY CONSTRUCTION. 4. COORDINATE ALL DEMOLITION WORK WITH OWNER. VERIFY OWNER DOES NOT WISH TO COORDINATE ALL DEMOLITION WORK WITH OWNER. VERIFY OWNER DOES NOT WISH TO RETAIN MATERIAL BEFORE IT IS REMOVED AND DISPOSED. 5. ALL ITEMS TO BE REMOVED AND DISPOSED SHALL BE HAULED OFFSITE AND DISPOSED AT ALL ITEMS TO BE REMOVED AND DISPOSED SHALL BE HAULED OFFSITE AND DISPOSED AT AN APPROPRIATE FACILITY AT THE CONTRACTOR'S EXPENSE. 6. CONTRACTOR TO NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION CONTRACTOR TO NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION OPERATION THAT MAY REQUIRE THE ENGINEER'S PRESENCE. 7. THE NCTR FACILITY IS A TOBACCO FREE CAMPUS. THIS INCLUDES SMOKELESS TOBACCO. THE NCTR FACILITY IS A TOBACCO FREE CAMPUS. THIS INCLUDES SMOKELESS TOBACCO. 8. ALL STREETS, WALKS, DRIVES, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC. THAT ARE ALL STREETS, WALKS, DRIVES, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC. THAT ARE DISTURBED DURING CONSTRUCTION EITHER INSIDE OR OUTSIDE THE PROPERTY LINE OR DESIGNATED WORK LIMITS SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL. 9. CONTRACTOR SHALL COORDINATE HIS WORK CLOSELY WITH CONCURRENT AND ADJACENT CONTRACTOR SHALL COORDINATE HIS WORK CLOSELY WITH CONCURRENT AND ADJACENT WORK BY OTHERS. COORDINATION WILL BE REQUIRED FOR VARIOUS PORTIONS OF WORK INCLUDING BUT NOT LIMITED TO DEMOLITION, SITE WORK, GRADING, DRAINAGE, AND UTILITIES. 10. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, OR OTHER THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK HOURS. 11. CONTRACTOR TO PROVIDE PORTABLE TOILET AND SEPTIC WASTE REMOVAL SERVICES AT CONTRACTOR TO PROVIDE PORTABLE TOILET AND SEPTIC WASTE REMOVAL SERVICES AT TEMPORARY LOCATION SHOWN. 12. CONTRACTOR TO ATTEND MANDATORY PRE-CONSTRUCTION MEETINGS WITH ALL CONTRACTOR TO ATTEND MANDATORY PRE-CONSTRUCTION MEETINGS WITH ALL SUBCONTRACTORS PRIOR TO CONSTRUCTION. 13. BUILDINGS 26 & 60 HOUSE SENSITIVE RESEARCH SPECIMENS. CONTRACTOR TO LIMIT BUILDINGS 26 & 60 HOUSE SENSITIVE RESEARCH SPECIMENS. CONTRACTOR TO LIMIT FREQUENCY OF VIBRATION AND NOISE POLLUTION.

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(PH) 501-767-2366

(FAX) 501-767-6859

(EMAIL) info@bnfeng.com

ISSUE DATE:

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B&F

FILE NAME:

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AutoCAD SHX Text EXIST. SSMH 219 RIM ELEV. = 274.88' 12" VC INV. IN (N) ELEV. = 260.58' 6" VC INV. IN (W) ELEV. = 260.84' 12" VC INV. OUT (S) ELEV. = 260.49'

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CONSTRUCTION NOTES: CONTRACTOR TO CLEAN AND COAT FIVE STORM SEWER MANHOLES: MH215, MH219A, MH219, MH311B, MH223

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AutoCAD SHX Text EXIST. SSMH 215 RIM ELEV. = 274.02' 12" VC INV. IN (N) ELEV. = 259.86' 6" VC INV. IN (W) ELEV. = 260.02' 15" VC INV. OUT (E) ELEV. = 259.82'

AutoCAD SHX Text EXIST. SSMH 311B RIM ELEV. = 274.79' 12" VC INV. IN (N) ELEV. = FIELD VERIFY 8" VC INV. IN (E) ELEV. = FIELD VERIFY 12" VC INV. OUT (S) ELEV. = FIELD VERIFY

AutoCAD SHX Text EXIST. SSMH 311A RIM ELEV. = 275.39' *CENTERLINE INV. ELEV. = 261.07' 12" VC INV. IN (N) ELEV. = FIELD VERIFY 12" VC INV. OUT (S) ELEV. = FIELD VERIFY

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EXIST. SANITARY SEWER PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5'

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EXIST. SANITARY SEWER PLAN SCALE: 1" = 20'

AutoCAD SHX Text SEWER LINE NOTES SEWER LINE NOTES 1. CONTRACTOR TO NOTIFY NCTR AND ENGINEER PRIOR TO CONSTRUCTION. ALL SEWER CONTRACTOR TO NOTIFY NCTR AND ENGINEER PRIOR TO CONSTRUCTION. ALL SEWER LINE MATERIALS AND INSTALLATION TO CONFORM TO SPECIFIED NCTR REQUIREMENTS. ANY DEFECTS SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE. 2. SEWER SERVICES SHALL INCLUDE LOW PRESSURE AIR TESTS (GRAVITY SEWER LINES) SEWER SERVICES SHALL INCLUDE LOW PRESSURE AIR TESTS (GRAVITY SEWER LINES) AND INFILTRATION/EX-FILTRATION TESTS (MANHOLES). 3. CONTRACTOR SHALL COORDINATE INSTALLATION WITH THE OWNER/ENGINEER FOR ALL CONTRACTOR SHALL COORDINATE INSTALLATION WITH THE OWNER/ENGINEER FOR ALL ASPECTS OF THE WORK. 4. ALL SEWER WORK SHALL BE PERFORMED BY A CONTRACTOR PROPERLY LICENSED BY ALL SEWER WORK SHALL BE PERFORMED BY A CONTRACTOR PROPERLY LICENSED BY THE STATE OF ARKANSAS FOR UTILITY CONSTRUCTION.

AutoCAD SHX Text ABBREVIATION AW AIR CONDITIONING WATER AWR AIR CONDITIONING WATER RETURN AWS AIR CONDITIONING WATER SUPPLY B BRINE BRINE CD CONCENTRATED DETERGENT CONCENTRATED DETERGENT CIPP CAST-IN-PLACE PIPE CAST-IN-PLACE PIPE CW COOLING WATER CWR COOLING WATER RETURN COOLING WATER RETURN CWS COOLING WATER SUPPLY COOLING WATER SUPPLY DIA DIAMETER DIAMETER DO DIESEL OIL DIESEL OIL DS DILUTE DECON SOLUTION DILUTE DECON SOLUTION DW DEIONIZED WATER DEIONIZED WATER EG EXISTING GRADE EXISTING GRADE EL ELECTRICAL LINE ELECTRICAL LINE ELEV ELEVATION ELEVATION EXIST EXISTING EXISTING HWR HEATED WATER RETURN HEATED WATER RETURN HWS HEATED WATER SUPPLY HEATED WATER SUPPLY INV INVERT INVERT MAX MAXIMUM MAXIMUM NG NETURAL GAS NETURAL GAS NWP NEW POTABLE WATER NEW POTABLE WATER OC ON CENTER ON CENTER PH PHONE LINE PHONE LINE PHN NEW PHONE LINE NEW PHONE LINE PS PROCESS SEWER PROCESS SEWER PW PROCESS WATER PROCESS WATER SS SANITARY SEWER SANITARY SEWER SSMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE STA STATION STATION STS STORM SEWER STORM SEWER SW SERVICE WATER SERVICE WATER TWP TREATED POTABLE WATER TREATED POTABLE WATER TW TREATED WASTES TREATED WASTES TYP TYPICAL TYPICAL VC VITRIFIED CLAY VITRIFIED CLAY WC DETERGENT COND. WATER DETERGENT COND. WATER WP POTABLE WATER POTABLE WATER

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CONTRACTOR TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION ACTIVITY.

NOTE::

(PH) 501-767-2366

(FAX) 501-767-6859

(EMAIL) info@bnfeng.com

ISSUE DATE:

B&F PROJ.

ENGINEERING, INC.

B&F

FILE NAME:

REV. # REV. DATE BY REVISIONS

Fld.Bk. #

Survey

Checked

Drawn

Design

DATEBY

Rev. #

7-4329-0109-19-S

C5.0

12/23/19

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N T

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N S

A S

JWR 7/19

EGB 7/19

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AutoCAD SHX Text No. 11260

AutoCAD SHX Text SEWER SITE WEST OF BLDG 26 SEWER SITE WEST OF BLDG 26 FIELD OBSERVATION PHOTOGRAPHS

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LOADING AREA WEST OF BLDG 26: VANTAGE SOUTH

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LOADING AREA WEST OF BLDG 26: VANTAGE SOUTH FROM MH 219A

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LOADING AREA WEST OF BLDG 26: VANTAGE NORTH FROM MH 219A

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LOADING AREA WEST OF BLDG 26: VANTAGE NORTH OF LOADING AREA TO MH219

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WEST OF BLDG 26: VANTAGE NORTH @ MH219

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EAST OF BLDG 14: VANTAGE SOUTH TOWARD MH219

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%%USECTION

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%%UPLAN VIEW

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%%UNOTE%%U:

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1. FURNISH WITH MACHINED

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HORIZONTAL BEARING SURFACES.

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%%UMANHOLE COVER DETAILS

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SCALE: N.T.S.

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(2) CONCEALED PICKS

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2. PROVIDE GASKET OR IN-FLOW

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PROTECTOR TO PREVENT STORMWATER

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FROM ENTERING SANITARY SEWER SYSTEM

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~EXISTING CONCRETE~

AutoCAD SHX Text LOADING AREA WEST OF BLDG 26: MH 219A, REMOVE WOOD AND REPAIR TOP FRAME AND COVER

AutoCAD SHX Text REUSE EXISTING FRAME RING & COVER WHERE PRACTICAL. OTHERWISE, FURNISH NEW RING & COVER.

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LEAVE 2" FOR CONCRETE OR ASPHALT IN PAVED AREAS.

AutoCAD SHX Text SET FRAME RING IN PORTLAND CEMENT GROUT AND FILL AROUND TO PROVIDE WATER-TIGHT INSTALLATION.

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EXISTING MANHOLE

AutoCAD SHX Text NOTE: : CLEAN BROKEN BRICK & OTHER DEBRIS FROM INSIDE MANHOLE TO PREVENT STOPPAGES IN SEWER LINE.

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CONCRETE RISER RING

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RAMNECK OR NON-SHRINK GROUT AT ALL JOINTS.

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NON-SHRINK GROUT INSIDE AND OUTSIDE.

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%%UMANHOLE ADJUSTMENT

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(MANHOLE TOP SECTION TO BE RECONSTRUCTED)

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MANHOLE COVER

Sheets and Views

004-C1.0

004-C2.0

004-C3.0

004-C4.0

004-C5.0

File details come from the government source that posted it. Updated Feb 21, 2020.