CE101_Revised.pdf

PDF 2 MB Posted Mar 8, 2021

Attached to: Renovate B9 Laundry Federal contract opportunity
Solicitation number: 36C25621R0052
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Dec 28, 2023

This document includes an engineering plan and erosion control plan for the renovation of Building 9 Laundry at the Veterans Health Care System of the Ozarks in Fayetteville, Arkansas. Key details include:

The project involves renovating the laundry facility in Building 9, including site work and storm drainage improvements. Erosion control measures such as silt fencing, inlet protection, and concrete washout areas are specified.
The pre-solicitation for Request for Proposal 36C25621R0052 has an anticipated issue date of February 15, 2021, with proposals due around March 26, 2021. The recommended contract performance period is 365 days from notice to proceed. The construction cost range is between $2-5 million.
The procurement will be set aside 100% for Service-Disabled Veteran-Owned Small Businesses. Interested offerors must be verified as SDVOSBs in the Vendor Information Pages database. Proposals are to be submitted through beta.SAM.gov.

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Other files for this federal contract opportunity

Other files attached to Renovate B9 Laundry, newest first.
File	Type	Posted
02 9-2 Foundation Framing Plans.pdf	PDF	Mar 8, 2021
04 9-4 Plumbing Plan (003).pdf	PDF	Mar 8, 2021
05 9-5 Electrical Plan.pdf	PDF	Mar 8, 2021
AMENDMENT TO POST RFIS - 36C25621R0052 0002.docx	DOCX document	Mar 8, 2021
20-1-5-072.Geotech Report. Laundry Facility Renovation.pdf	PDF	Mar 8, 2021
01 91 00 Commissioning Requirements.pdf	PDF	Mar 8, 2021
RENOVATE B9 LAUNDRY 564-18-107 RFIS VA Responses - revised.docx	DOCX document	Mar 8, 2021
23 08 00 Commissioning of HVAC Systems.pdf	PDF	Mar 8, 2021
01 9-1 Laundry Floor Plans Elevations.pdf	PDF	Mar 8, 2021
20-1-5-125.Geotech Report.Equipment Pad_VA Laundry.pdf	PDF	Mar 8, 2021
03 9-3 Beam Schedule Bldg Section.pdf	PDF	Mar 8, 2021
Fayetteville Building 9 Laundry Revised BD Drawings - v2.pdf	PDF	Feb 25, 2021
AMENDMENT 36C25621R0052 0001.docx	DOCX document	Feb 25, 2021
B9 Laundry - SITE VISIT SIGN IN SHEET.pdf	PDF	Feb 25, 2021
Fayetteville Building 9 Laundry Revised BD Drawings.pdf	PDF	Feb 12, 2021
SOLICITATION 36C25621R0052.docx	DOCX document	Feb 12, 2021
Fayetteville Building 9 Laundry Revised BD Specifications.pdf	PDF	Feb 12, 2021
EXHIBIT B Past and Present Performance Questionnaire.docx	DOCX document	Feb 12, 2021
EXHIBIT C CONTRACTOR EVALUATION FORM CONSTRUCTION SAFETY v2.docx	DOCX document	Feb 12, 2021
WAGE DETERMINATION AR20210035 01-01-2021.pdf	PDF	Feb 12, 2021
Current Parking Plan Visual.pdf	PDF	Feb 12, 2021
EXHIBIT A PERFORMANCE RELEVANCY SURVEY v2.docx	DOCX document	Feb 12, 2021
36C25621R0052_1 - PRESOL.docx	DOCX document	Feb 8, 2021

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INLET PROTECTION

CONCRETE WASHOUT

LIMITS OF DISTURBANCE

STRAW WATTLE

BUILDING 11

CONSTRUCTION

ENTRANCE

SIGN

CONSTRUCTION

FENCING

CONSTRUCTION

GATE

CONSTRUCTION

FENCE

BUILDING 9

LIMITS OF

DISTURBANCE

SILT FENCE

CIVIL EROSION CONTROL PLAN -

CE101

1 2 3 4 5

Drawing Title:Seal:

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320

F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

t h r e e i n c h e s o n e f o o t t h r e e q u a r t e r s i n c h e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e s e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t

HDG PROJECT: 18014

BID DOCUMENTS

U.S. Department of Veterans Affairs

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

Engineering Service

Sheet of

564-18-107

NOVEMBER 18, 2020

VETERANS HEALTHCARE SYSTEM

OF THE OZARKS

RENOVATE BUILDING 9

LAUNDRY

PLAN

NORTH

SEE COVER SHEET FOR COORDINATION NOTES.

COORDINATION DRAWINGS

KEY PLAN

AREA OF

WORK

CKJY

FAYETTEVILLE, ARKANSAS 72701

ENGINEERING - PLANNING

LAND SURVEYING

LANDSCAPE ARCHITECTURE

1 E CENTER ST.

SUITE 290

(479)444-7880

DEVELOPMENT CONSULTANTS INC

I N C O R P O R A T E D

C O N S U L T A N T S

D E V E L O P M E N T

ONE WAY

FULLY SPRINKLED

GENERAL SHEET NOTES

SHEET KEYNOTES

ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE A MINIMUM OF 4-INCHES OF

TOPSOIL AND 2-INCHES OF COMPOST (FOR A TOTAL OF 6-INCHES) AND SOD OR

SEED (AS INDICATED). THESE AREAS MUST BE WATERED BY THE CONTRACTOR

UNTIL THE SOD OR SEED IS GROWING IN A HEALTHY MANNER.

BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR MUST INSTALL A

TEMPORARY ROCK ENTRANCE PAD AT ALL POINTS OF VEHICLE EXIT FROM THE

SITE. SAID ROCK ENTRANCE PADS MUST BE MAINTAINED BY THE CONTRACTOR

FOR THE DURATION OF THE PROJECT.

EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE ESTABLISHED

AROUND THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH BEST

MANAGEMENT PRACTICES, PROJECT DETAILS, AND ALL STATE AND FEDERAL

REGULATIONS. CONTACT THE COR 7 DAYS PRIOR TO BEGINNING ESTABLISHMENT

OF BEING ON-SITE.

EROSION CONTROL MEASURES MUST BE IMMEDIATELY ESTABLISHED UPON

COMPLETION OF CLEARING AND GRUBBING.

THE INTENDED SEQUENCE OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:

INSTALL THE ROCK CONSTRUCTION ENTRANCE IF REQUIRED.

INSTALL INLET PROTECTION AROUND, AND WITHIN, ALL STRUCTURES.

CLEAR AND GRUB.

SURFACE FEATURE REMOVALS.

ROUGH GRADING OF THE SITE.

STABILIZE DENUDED AREAS AND STOCKPILES.

FINE GRADING OF THE SITE

REMOVE ACCUMULATED SEDIMENT FROM STRUCTURES.

WHEN ALL CONSTRUCTION ACTIVITIES ARE COMPLETE AND THE SITE IS

STABILIZED, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED

BY THE REMOVAL WITHIN 30-DAYS OF FINAL STABILIZATION.

THE LOCATION OF THE AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH

FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS.

ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF

POTENTIAL DISCHARGE ARE STABILIZED.

SOLID WASTE MUST BE DISPOSED OF PROPERLY AND COMPLY WITH THE

GOVERNING AGENCY'S DISPOSAL REQUIREMENTS.

EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A

DEFINED AREA OF THE SITE. THE AREA MUST BE IN A CONTAINED LOCATION WITH

A LINER. WASHOUT TO BE REMOVE AND PROPERLY DISPOSED OF FOLLOWING ALL

APPLICABLE REGULATIONS. UNDER NO CIRCUMSTANCES MUST EQUIPMENT BE

ALLOWED TO WASH OFF FRESH CONCRETE IN THE STREET OR IN ANY AREA

WHERE THE WASHOUT MATERIAL WILL ENTER A WETLAND OR DRAINAGEWAY.

CONCRETE WASHOUT WATER MUST NOT BE DISCHARGED INTO WATER/STORM

SYSTEMS.

NO ENGINE DEGREASING IS ALLOWED ON SITE.

SILT FENCE REQUIRED MAINTENANCE MUST BE AS FOLLOWS: *WHEN SEDIMENT

REACHES 1/3 THE HEIGHT OF THE SILT FENCE FABRIC. THE SEDIMENT MUST BE

REMOVED WITHIN 24-HOURS. *REPAIR OR REPLACE DYSFUNCTIONAL SILT FENCE

WITHIN 24-HOURS.

THE CONTRACTOR MUST BE REQUIRED TO OBTAIN ALL PERMITS FROM

AUTHORITIES AND REGULATORY AGENCIES HAVING JURISDICTION OVER THIS

SITE, AS REQUIRED, PRIOR TO BEGINNING WORK.

AFTER CONSTRUCTION BEGINS, SOIL SURFACE STABILIZATION MUST BE APPLIED

WITHIN 7-DAYS TO ALL DISTURBED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT

WILL REMAIN UNDISTURBED FOR PERIODS LONGER THAN AN ADDITIONAL 21

CALENDAR DAYS.

WITHIN 7-DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE,

PERMANENT OR TEMPORARY SOIL SURFACE STABILIZATION MUST BE APPLIED TO

DISTURBED AREAS AND SOIL STOCKPILES.

ALL DISTURBED GROUND LEFT INACTIVE FOR 7 DAYS OR MORE MUST BE

STABILIZED BY SEEDING, SODDING OR MULCHING. TYPE OF SLOPE DAYS TO

STABILIZE STEEPER THAN 3:1 7 DAYS 10:1 TO 3:1 7 DAYS FLATTER THAN 10:1 7

DAYS.

WHEN STABILIZATION MEASURES ARE STOPPED DUE TO SNOW COVER OR ARID

CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS

POSSIBLE. SOIL STABILIZATION MEASURES MUST INCLUDE, BUT ARE NOT LIMITED

TO SURFACE ROUGHENING, TEMPORARY OR PERMANENT VEGETATION,

MULCHING, SODDING, LANDSCAPING AND EROSION CONTROL BLANKETS.

STABILIZATION MEASURES TO BE USED MUST BE APPROPRIATE FOR THE TIME OF

YEAR, SITE CONDITIONS AND ESTIMATED DURATION OF USE.

EXISTING TURF OUTSIDE OF THE CONSTRUCTION LIMITS MUST NOT BE

DISTURBED. ANY TURF MUST BE RE-ESTABLISHED.

ALL STREETS AND PARKING LOTS ADJACENT TO THE SITE MUST BE CLEANED

AND/OR SWEPT AT THE END OF EACH WORKING DAY.

WHEN STABILIZATION MEASURES ARE STOPPED DUE TO SNOW COVER,

STABILIZATION MEASURES MUST BE RE-INITIATED AS SOON AS POSSIBLE.

STABILIZATION MEASURES MUST INCLUDE, BUT ARE NOT LIMITED TO: TEMPORARY

OR PERMANENT VEGETATION, MULCHING, SODDING, LANDSCAPING AND EROSION

CONTROL BLANKETS.

TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES

MUST BE MAINTAINED AND REPAIRED BY THE CONTRACTOR DURING THE

CONSTRUCTION PHASE AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF

THEIR INTENDED FUNCTION.

EROSION CONTROL MEASURES MUST BE MAINTAINED AND REMAIN IN PLACE UNTIL

PERMANENT REVEGETATION IS ESTABLISHED.

CONTRACTOR TO LOCATE A CONCRETE WASHOUT AREA ON THE PROJECT SITE

PRIOR TO BEGINNING WORK.

SILT FENCE

a b c d e f g h i

CONCRETE WASHOUT

N.T.S.

30"

SILT FENCE NOTES

NOTES:

RUNOFF

FILTERED

WATER

INLET

SILT FENCE

N.T.S.

INLET PROTECTION

N.T.S.

STAGING AREA

LIMITS OF DISTURBANCE

STRAW WATTLE

INLET PROTECTION

CONCRETE WASHOUT

POST DEVELOPMENT

FLOW DIRECTION

EROSION CONTROL LEGEND

CONSTRUCTION FENCING

SIGNAGE

STAGING AREA

A. LOCATIONS OF THE EXISTING UTILITIES ARE

APPROXIMATE. THE CONTRACTORS MUST

BE RESPONSIBLE FOR DETERMINING

ACTUAL LOCATION.

B. CONTRACTOR TO UNCOVER AND MARK

UTILITY LINES WITH COR APPROVAL

BEFORE CONSTRUCTION BEGINS.

C. CONTRACTOR MUST BEAR ALL

RESPONSIBILITY AND COST OF REPAIR OR

REPLACEMENT OF EXISTING UTILITIES,

DAMAGED OR INTERRUPTED AS A RESULT

OF THIS CONSTRUCTION PROJECT.

D. CONTRACTOR MUST NOTIFY THE THE COR

OF ANY DAMAGED OR INTERRUPTED

UTILITIES IMMEDIATELY.

E. CONTRACTOR MUST NOTIFY COR TWO

WEEKS PRIOR TO BEGINNING WORK.

F. ALL DISTURBED AREAS NOT WITHIN THE

PAVED AREA ARE TO RECEIVE LOOSE

STRAW TO PROVIDE EROSION CONTROL IF

WORK IS NOT PROGRESSING IN AN

ORDERLY MANNER. A RATE OF 1.5

TONS/ACRE IS TO BE APPLIED WITHIN TWO

WEEKS OF FINAL GRADING.

G. CONTRACTOR MUST CONTROL AND

PREVENT OFF-SITE TRACKING OF

CONSTRUCTION RUNOFF AND SEDIMENT TO

ADJACENT PROPERTY AND PUBLIC ROADS.

H. CONTRACTOR IS TO PROTECT EXISTING

STORM DRAINAGE SYSTEM.

I. SURFACE MATERIALS DISTURBED BY THIS

WORK TO BE RETURNED TO BE SODDED IN

ACCORDANCE WITH THE SPECIFICATIONS

AND FAR/VAR REQUIREMENTS.

J. ALL SEWER AND WATER TO BE INSTALLED IN

ACCORDANCE WITH FEDERAL STATE AND

LOCAL REGULATIONS.

03-05-2021

GC TO PROVIDE VA ACCESS

TO CLEAN STORAGE AND

NORTH CLEAN STORAGE

LOADING DOCK AT ALL

TIMES

AutoCAD SHX Text W

AutoCAD SHX Text G

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STORM DRAIN

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GRATE INLET

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ELEV. TOP=1433.41

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ELEV. FL N=1431.31

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STORM DRAIN

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GRATE INLET

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ELEV. TOP=1443.90

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ELEV. FL=1443.55

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ELEV. FL NW=1430.61

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ELEV. FL W=1430.71

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ELEV. FL S=1426.91

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18" RCP

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6" CI

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12" CI

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APPROX STEAM (NOT MARKED)

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ELEC LINES FROM PRIOR ASBUILT SURVEY

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EXTENT OF STORM

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PIPE UNKNOWN

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PIV

AutoCAD SHX Text The locations of buried utilities as shown hereon are based on aboveground structures, record documents and field markings. Surveyor has made best attempt to resolve discrepancies between field markings, record drawings, and structures to indicate most likely locations of underground utilities lines. Locations of underground utilities may vary from locations shown hereon. Additional buried utilities/structures may be encountered. No excavations were made during the progress of the survey to locate buried utilities/structures.

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AutoCAD SHX Text STORM DRAIN GRATE INLET TOP ELEV=1451.04 BOTTOM ELEV=1446.74 FL (6") ELEV=1447.44

AutoCAD SHX Text STORM DRAIN GRATE INLET TOP ELEV=1451.31 BOTTOM ELEV=1449.21 FL (8") ELEV=1449.61

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6" CLAY

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8" PVC

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STORM DRAIN GRATE INLET TOP ELEV=1448.17

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STORM DRAIN GRATE INLET TOP ELEV=1448.11

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ABANDONED WATER LINES

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NEW FLOOR DRAIN, GC TO ENSURE POSITIVE DRAINAGE AWAY FROM DRAIN

AutoCAD SHX Text NEW 4 INCH HDPE PIPE TO BE TRENCHED TO TIE INTO EXISTING STORM PIPE WITH A 90° FITTING

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TANKS

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TANKS

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DAV

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GATE

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AutoCAD SHX Text H14

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ITS

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AutoCAD SHX Text 0+50

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GRAPHIC SCALE 1" = 10'

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5' MIN

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5' MIN.

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10 MIL PLASTIC LINER

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STRAW BALES

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STAKES (TYP)

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%%UPLAN

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10 MIL PLASTIC LINER

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BINDING WIRE

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STRAW BALES

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WOOD OR METAL STAKES

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%%USECTION

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SANDBAG

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SANDBAG

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SANDBAG

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10 MIL PLASTIC LINER

AutoCAD SHX Text WASHOUT NOTES 1. NO WASHING OUT OF CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS IS ALLOWED. 2. EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON-SITE, EXCEPT IN DESIGNATED TEMPORARY CONCRETE WASHOUT PIT AREAS. 3. ON-SITE TEMPORARY CONCRETE WASHOUT AREAS WILL BE LOCATED AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES AS DETERMINED IN THE FIELD. 4. TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. 5. WASHOUT FACILITIES WILL BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75% FULL. 6. PLASTIC LINING MATERIAL WILL BE MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND WILL BE FREE OF HOLES, TEARS, OR OTHER DEFECTS. 7. WHEN WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR WORK, THE HARDENED CONCRETE WILL BE REMOVED AND DISPOSED OF OFFSITE. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF.

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NATIVE MATERIAL (OPTIONAL)

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OTHER MATERIAL MAY BE USED AS APPROVED BY CITY

AutoCAD SHX Text 6"x6" TRENCH

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6" BURIED END OF FABRIC

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GEOTEXTILE FABRIC (TYPE 4) IN ACCORDANCE WITH SPECIFICATIONS

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POST (EMBEDDED 1'-0" MIN.)

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1. POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. HERE FENCE CANNOT BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL. 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN IS ATTACHED TO THE FENCE POST. THERE SHALL BE A 3 FOOT OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. 5. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION.

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AutoCAD SHX Text 2 (or less)

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1. THE SLOPE LENGTH SHOWN IS THE DISTANCE FROM THE FENCE TO THE DRAINAGE DIVIDE OR THE NEAREST UPSLOPE CHANNEL. 2. SLOPE LENGTH CANNOT BE ADDRESSED BY USE OF MULTIPLE ROWS OF SILT FENCE.

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CONCRETE BLOCKS

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WIRE SCREEN

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AGGREGATE

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CONCRETE BLOCKS

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AGGREGATE

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GRATED INLET

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WIRE SCREEN

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%%UPLAN

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%%USECTION

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AutoCAD SHX Text Reinforced (30" High)(30" High)

AutoCAD SHX Text Maximum Slope Length (ft) Above Fence

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RFI #3 03-05-2021

Sheets and Views

CE101

File details come from the government source that posted it. Updated Mar 8, 2021.