W912QR23B0003_Plans-0003.pdf

PDF 2 MB Posted Jun 26, 2023

Attached to: Soccer Field Construction Federal contract opportunity
Solicitation number: W912QR23B0003
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the construction of a soccer field at Fort Campbell, Kentucky. The solicitation number is W912QR23B0003 and was issued by the Department of the Army Corps of Engineers Louisville District. The opportunity type is a solicitation for a fixed price construction contract. Site visit information and technical inquiries are to be submitted through the ProjNet system. Bids are due on May 23, 2023 and will be opened telephonically via a conference call where the names of bidders and bid amounts will be read aloud. The independent government estimate will also be disclosed on the call. The bid abstract will be posted to SAM.gov by close of business on the bid opening date.

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Other files for this federal contract opportunity

Other files attached to Soccer Field Construction, newest first.
File	Type	Posted
Ft. Campbell Soccer FIeld Bid Opening Results_.docx	DOCX document	Jul 25, 2023
W912QR23B0003_Specs-0005.pdf	PDF	Jul 13, 2023
W912QR23B0003-0004.pdf	PDF	Jul 6, 2023
W912QR23B0003_Specs-0003.pdf	PDF	Jun 26, 2023
W912QR23B0003-0002.pdf	PDF	Jun 16, 2023
Sign Atten. Roster DBB Competition Soccer Field.pdf	PDF	May 16, 2023
Sign Atten. Roster DBB Competition Soccer Field.pdf	PDF	May 12, 2023
W912QR23B0003-0001.pdf	PDF	May 12, 2023
W912QR23B0003_Specs-0000.pdf	PDF	Apr 14, 2023
W912QR23B0003_Plans-0000.pdf	PDF	Apr 14, 2023

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E01

E02

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E04 E05

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E06

E05

E07

E08

E09

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E11

EC100

US Army Corps of Engineers ®

SHEET ID

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NOT TO SCALE

X X X X

CONSTRUCTION LIMITS

TEMPORARY CONSTRUCTION

FENCING LIMITS

CONSTRUCTION ENTRANCE

(SEE DETAIL 03/CS500)

SITE ACCESS ROUTE

E01 50' X 400' CONTRACTOR LAYDOWN AREA

E02 SEE SHEET C-002 FOR HAUL ROUTE INFORMATION

E03 SEE SHEET DC500 FOR DUST CONTROL INFORMATION

E04 25' X 40' CONSTRUCTION ENTRANCE. SEE SHEET CS500

FOR CONSTRUCTION ENTRANCE DETAIL

E05 CONTRACTOR SHALL PROTECT CONCRETE AND

ASPHALT PAVEMENT, CONCRETE SIDEWALKS AND

RUNNING TRACK WITH ROAD PLATES, PLYWOOD OR

OTHER MEANS NECESSARY TO PREVENT DAMAGE

WHEN DRIVING EQUIPMENT OVER. ANY DAMAGE TO

CONCRETE OR ASPHALT PAVEMENT SHALL BE

REPAIRED AT THE CONTRACTORS EXPENSE

E06 BUS LOOP TO REMAIN OPEN THROUGHOUT

CONSTRUCTION

E07 SIDEWALK ACCESS TO PARKING LOT SHALL REMAIN

OPEN THROUGHOUT CONSTRUCTION

E08 7' TALL CHAIN LINK TEMPORARY CONSTRUCTION

FENCE

E09 LAYDOWN AREA CONSTRUCTION FENCE ACCESS

GATE LOCATION

E10 UPON COMPLETION OF CONSTRUCTION THE

CONTRACTOR SHALL RETURN ALL DISTURBED AREAS

TO NORMAL. UNUSED OR UNWANTED MATERIALS

SHALL BE REMOVED OR PROPERLY DISPOSED OF.

PAVEMENT SHALL BE CLEANED AND FREE OF MUD OR

DEBRIS. ANY DISTURBED GRASS AREAS SHALL BE FREE

OF RUTS AND RESTORED WITH SOD. SEE SOD DETAIL

01/CS500

E11 SOCCER FIELD CONSTRUCTION FENCE ACCESS GATE

LOCATION

DRAWING NOTES

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N.T.S.

SOD DETAIL01

CS500

INSTALLATION:

SHAPE AND SMOOTH THE SOIL SURFACE TO FINAL GRADE

IN ACCORDANCE WITH THE APPROVED GRADING PLAN.

ADD LIME TO REACH A SOIL PH VALUE REQUIRED BY THE

SPECIFIC GRASS. FERTILIZE ACCORDING TO A SOIL TEST

OR IN THE ABSENCE OF A TEST USE AVAILABLE NITROGEN,

PHOSPHOROUS AND POTASH AS PRESCRIBED FOR

PERMANENT SEEDING. WORK LIME AND FERTILIZER INTO

THE SOIL 3- TO 6-INCHES DEEP AND SMOOTH THE

SURFACE.

CLEAR THE SOIL SURFACE OF TRASH, DEBRIS, ROOTS,

BRANCHES, STONES AND SOIL CLODS IN EXCESS OF

2-INCHES OF LENGTH OR DIAMETER. RAKE SOIL SURFACE

TO BREAK CRUST JUST BEFORE LAYING SOD, OR IRRIGATE

SOIL LIGHTLY IF THE SOIL IS DRY. DO NOT INSTALL SOD ON

HOT, DRY SOIL, COMPACTED CLAY, FROZEN SOIL, GRAVEL,

OR SOIL THAN HAS BEEN TREATED WITH PESTICIDES.

SOD SHOULD BE HARVESTED, DELIVERED, AND INSTALLED

WITHIN A PERIOD OF 36 HOURS. STORE ROLLS OF SOD IN

THE SHADE DURING INSTALLATION. SOD SHOULD BE FREE

OF WEEDS AND BE OF UNIFORM THICKNESS

(APPROXIMATELY 1-INCH) AND SHOULD HAVE A DENSE

ROOT MAT FOR MECHANICAL STRENGTH.

LAY STRIPS OF SOD BEGINNING AT THE LOWEST AREA TO

BE SODDED WITH THE LONGEST DIMENSION OF THE STRIP

PERPENDICULAR TO THE SLOPE, AND STAGGER IN A

BRICK-LIKE PATTERN. WEDGE STRIPS SECURELY IN PLACE.

SQUARE THE ENDS OF EACH STRIP TO PROVIDE FOR A

CLOSE, TIGHT FIT. MATCH ANGLED ENDS CORRECTLY TO

PREVENT VOIDS.

ROLL OR COMPACT IMMEDIATELY AFTER INSTALLATION TO

ENSURE FIRM CONTACT WITH THE UNDERLYING TOPSOIL.

IRRIGATE THE SOD UNTIL THE SOIL IS WET TO A DEPTH OF

4-INCHES, AND KEEP MOIST UNTIL GRASS TAKES ROOT.

IF PLACED ON STEEP SLOPES, SOD SHOULD BE LAID WITH

STAGGERED JOINTS AND/OR BE PEGGED AND STAPLED. IN

AREAS SUCH AS STEEP SLOPES OR NEXT TO RUNNING

WATERWAYS, CHICKEN WIRE, JUTE, OR OTHER NETTING

CAN BE PLACED OVER THE SOD FOR EXTRA PROTECTION

AGAINST LIFTING.

CORRECT

INCORRECT

BUTTING

ANGLED ENDS CAUSED BY THE AUTOMATIC

SOD CUTTER MUST BE MATCHED CORRECTLY.

NOTES:

SHAPE AND SMOOTH SOIL SURFACE TO FINAL GRADE. WORK PRESCRIBED LIME

AND FERTILIZER INTO THE SOIL.

LAY SOD IN A STAGGERED PATTERN. BUTT THE STRIPS TIGHTLY AGAINST EACH

OTHER. DO NOT LEAVE SPACES AND DO NOT OVERLAP. A SHARPENED MASON'S

TROWL IS A HANDY TOOL FOR TUCKING DOWN THE ENDS AND TRIMMING PIECES.

FLOW

INSPECTION AND MAINTENANCE:

WATERING MAY BE NECESSARY AFTER PLANTING AND DURING PERIODS OF

INTENSE HEAT AND/OR LACK OF RAIN (DROUGHT). KEEP SOIL MOIST TO A DEPTH

OF 2-INCHES UNTIL SOD IS FULLY ROOTED.

MOW TO A HEIGHT OF 2- TO 3-INCHES AFTER SOD IS WELL-ROOTED (2-3 WEEKS).

DO NOT REMOVE MORE THAN 1/3 OF THE SHOOT IN ANYONE MOWING.

PERMANENT, FINE TURF AREAS REQUIRE YEARLY APPLICATIONS OF FERTILIZER

AND LIME.

INSPECT THE SOD FREQUENTLY AFTER IT IS FIRST INSTALLED, ESPECIALLY

AFTER LARGE STORM EVENTS, UNTIL IT HAS ESTABLISHED A PERMANENT COVER.

N.T.S.

STANDARD HEADER CURB02

CS500

NO.1 CRUSHED STONE

SECTION "A-A"

PLAN VIEW

C R

LENGTH

' M

' R

6 IN. MINIMUM

NOTES:

1. THE ENTRANCE SHALL BE MAINTAINED

IN A CONDITION THAT WILL PREVENT

TRACKING OR FLOWING OF SEDIMENT

ONTO ROADWAYS. THIS MAY REQUIRE

TOP DRESSING, REPAIR AND/OR CLEAN

OUT OF ANY MEASURES USED TO TRAP

SEDIMENT.

2. WHEN NECESSARY, WHEELS SHALL BE

CLEANED PRIOR TO ENTRANCE ONTO

PUBLIC RIGHT OF WAY.

3. WHEN WASHING IS REQUIRED, IT SHALL

BE DONE ON AN AREA STABILIZED WITH

CRUSHED STONE THAT DRAINS INTO AN

APPROVED SEDIMENT TRAP OR

SEDIMENT BASIN.

4. CLEANING OF ROADWAY IS REQUIRED IF

MUD AND SEDIMENT ENTERS ROADWAY.

5. SIZING NOTES:

(1) WIDTH: 20 FEET

(2) LENGTH: 30 FEET

INSTALLATION:

REMOVE ALL VEGETATION AND ANY

OBJECTIONABLE MATERIAL FROM THE

FOUNDATION AREA.

DIVERT ALL SURFACE RUNOFF AND

DRAINAGE FROM STONES TO A SEDIMENT

TRAP OR BASIN.

INSTALL A GEOTEXTILE FABRIC PRIOR TO

PLACING ANY STONE.

INSTALL A CULVERT PIPE ACROSS THE

ENTRANCE WHEN NEEDED TO PROVIDE

POSITIVE DRAINAGE.

THE ENTRANCE SHALL CONSIST OF NO.1

CRUSHED STONE AGGREGATE OR

LARGER WITH A MINIMUM DEPTH OF

6-INCHES.

INSPECTION AND MAINTENANCE:

INSPECT ENTRANCES EVERY SEVEN (7)

CALENDAR DAYS AND WITHIN 24-HOURS AFTER

EACH RAINFALL EVENT THAT PRODUCES

1/2-INCHES OR MORE OF PRECIPITATION, OR

AFTER HEAVY USE. CHECK FOR MUD AND

SEDIMENT BUILDUP AND PAD INTEGRITY. MAKE

DAILY INSPECTIONS DURING PERIODS OF WET

WEATHER.

MAINTENANCE IS REQUIRED MORE

FREQUENTLY IN WET WEATHER CONDITIONS.

RESHAPE THE STONE PAD AS NEEDED FOR

DRAINAGE AND RUNOFF CONTROL.

MAINTAIN AGGREGATE AS NEEDED AND AS

DIRECTED BY THE COR. THE STONE IN THE

ENTRANCE SHALL BE MAINTAINED OR

REPLACED WHENEVER THE ENTRANCE FAILS

TO REDUCE MUD BEING CARRIED OFF-SITE BY

VEHICLES. FREQUENT MAINTENANCE WILL

EXTEND THE USEFUL LIFE OF STONE.

IMMEDIATELY REMOVE MUD AND SEDIMENT

TRACKED OR WASHED ONTO ROADS BY

BRUSHING OR SWEEPING. FLUSHING SHOULD

ONLY BE USED WHEN THE WATER CAN BE

DISCHARGED TO A SEDIMENT TRAP OR BASIN.

REPAIR ANY BROKEN PAVEMENT IMMEDIATELY.

INSPECT AND CLEAN SEDIMENT TRAPS

IMMEDIATELY FOLLOWING EACH RAINFALL.

DISPOSE OF SEDIMENT IN A SUITABLE AREA IN

SUCH A MATTER THAT IT WILL NOT ERODE.

REMOVE STABILIZED CONSTRUCTION

ENTRANCES AS SOON AS THEY ARE NO

LONGER NEEDED TO PROVIDE ACCESS TO THE

SITE. BRING THE DISTURBED AREA TO GRADE,

AND STABILIZE IT USING APPROPRIATE

PERMANENT STABILIZATION METHODS.

INSTALL CULVERT PIPE IF ENTRANCE

SPANS SWALE OR DITCH

- ENTRANCE -

8" CULVERT PIPE

GEOTEXTILE

FABRIC

STONE CHECK DAM

N.T.S.

CONSTRUCTION ENTRANCE03

CS500

US Army Corps of Engineers ®

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NOTES:

BRICK PAVERS

SUBGRADE

1. ALL MATERIALS SHALL MEET KYTC

CONSTRUCTION AND MATERIAL SPECIFICATIONS

AND FORT CAMPBELL TECHNICAL DESIGN GUIDE

SPECIFICATIONS

GATE HINGE WITH

OPPOSING BARREL PINS

LINE

POST

PROVIDE CONCRETE FOOTING.

DIAMETER OF FOOTING SHALL BE

4X POST DIAMETER (TYPICAL

10'-0" MAX SPACING

3'-0" GATE HINGE WITH OPPOSING

BARREL PINS. SEE DETAILS

THIS SHEET (TYPICAL)

GATE POST (TYPICAL)

3'-0" 1'-0"

COMPACT SAND

1" DIA PVC PIPE 3

8" DIA TRUSS

ROD (TYPICAL)

10'-0" MAX SPACING

LINE

POST

3'-0"

8" DIA TRUSS RODBRACE RAILS

GATE HINGE WITH

OPPOSING

BARREL PINS

STANDARD GATE LATCH.

SEE DETAILS THIS SHEET

BLACK VINYL COATED CHAIN

LINK FABRIC (TYPICAL)

GATE UPRIGHT FOR

FRAME (TYPICAL)

POST CAP

TOP RAIL

BRACE RAILS

8" DIA TRUSS ROD

CONCRETE

DROP BAR2"

DOUBLE SWING GATE PLAN

N.T.S.

TYPICAL DOUBLE SWING GATE ELEVATION04

CS500

GEOTEXTILE FABRIC

ON SUITABLE MATERIAL

FENCE SHALL BE GROUNDED PER UFC

4-022-03, PARAGRAPH 2-10. SEE ELECTRICAL

DETAIL 01/E-601 FOR MORE INFORMATION

1 1

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(TYPICAL)

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US Army Corps of Engineers ®

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WELDED BRACE RAILS SHALL

BE INSTALLED AS PER THE

PLANS AND AWS D1.1

(STRUCTURAL WELDING CODE -

STEEL) AT CORNER, END, GATE,

AND PULL POSTS. DAMAGE TO

THE GALVANIZED SURFACE,

DUE TO WELDING, SHALL BE

REPAIRED WITH "REPAIR

STICKS" OF ZINC-CADMIUM

ALLOYS OR ZINC-TIN LEAD

ALLOYS AS PER AWS WZC.

ANCHOR POST

LINE POST

FENCE FABRIC A

NOT SHOWN

FOR CLARITY

PULL POST (CORNER

POST, END POST, OR

LAST LINE POST )

WELD TO POSTS (TYP)

BOTTOM SELVAGE, KNUCKLED

1 5 8" OD TOP RAIL

CHAIN LINK FABRIC,

TOP SELVAGE TWISTED

2"Ø TRUSS ROD

ASSEMBLIES. INSTALL

PER MANUFACTURER'S

RECOMMENDATIONS.

NOTE: PROVIDE ONE DROP BAR FOR EACH

LEAF (TYP). ASSOCIATED GALV SLEEVES TO BE

INSTALLED FLUSH WILL GRADE AT FULLY OPEN

AND CLOSED POSITIONS.

CONTRACTOR SHALL PROVIDE 6" LAYER OF

#10 STONE BELOW BOTTOM OF SLEEVE TO

ALLOW FOR DRAINAGE.

3'-0"

8" DIA TRUSS

ROD (TYP UON)

8" DIA

TRUSS ROD

(TYP UON)

BRACE RAILS

(TYP UON)

TOP RAIL OR

TENSION WIRE

(TYP UON)

POST CAP

GATE HINGE WITH OPPOSING

BARREL PINS. SEE DETAILS THIS

SHEET (TYP UON)

STANDARD

GATE LATCH.

SEE DETAILS

THIS SHEET POST CAP

OPPOSING BARREL

HINGE PIN AND PLATE

FENCE POST HINGE ASSEMBLY

STANDARD U-BOLT

OFFSET HINGE

ASSEMBLY

STANDARD U-BOLT

LATCH ASSEMBLY

SECURING HOLE

FOR LOCK

16"

STANDARD U-BOLT

LATCH ASSEMBLY

SECURING HOLE

FOR LOCK

LATCH

HINGE BOLT

HINGE COLLAR

RETAINER BOLT

STANDARD U-BOLT

GATE LEAF POST

OPPOSING BARREL

HINGE PIN AND PLATE

16"

GATE POST

(*)NOTE: WELD HINGES TO POST IF

INSTALLING CABLE REINFORCEMENT

ON GATES. ENSURE CORRECT HEIGHT

FOR FULL OPERATION PRIOR TO

WELDING (TYPICAL)

SINGLE SWING GATE PLAN

BLACK VINYL COATED CHAIN

LINK FABRIC (TYPICAL)

NOTE:

SEE DETAIL 05/CS502 FOR

FENCE PLAN VIEW.

SINGLE LEAF GATES

OPENING GATE POSTS HINGE SPACE (S)

FACE TO FACE SQUARE & ROUND SIZES POST TO UPRIGHT

3'-0"

THROUGH

6'-0"

2.5" SQ x 316"TH

2.875" OD

FOR SQUARE &

ROUND GATE

POSTS: 2 14"

6'-0"

THROUGH

12'-0"

4" SQ x 316"TH

4" OD

FOR SQUARE &

ROUND GATE

POSTS: 2 14"

GATE POSTS & FOUNDATIONS: GATE POST SIZE AND ASSOCIATED

FOOTING DIAMETER TO BE DETERMINED BY MANUFACTURER, BASED

ON LEAF WEIGHT & DIMENSION, BUT NOT LESS THAN DIAMETER SHOWN

ON THESE DRAWINGS. MINIMUM FOOTING DIAMETERS (TO BE FILLED

W/4000 PSI CONC): 40"Ø FOR 8" POST; 36"Ø FOR 6" POST; 24"Ø FOR 4"

POST; OTHER SIZES TO BE DESIGNED BY MFR OR KTR. NO FOOTING

WIDTH SHALL BE LESS THAN 4(X) THE POST WIDTH.

NOTE: IF GATE HINGES ARE NOT OPPOSING (AS SHOWN ABOVE) OR

LEAF IS NOT LOCKED MECHANICALLY TO THE HINGES, WELD AN ANGLE,

PLATE, OR BLOCK ABOVE HINGE TO RESTRICT LEAF FROM BEING

REMOVED OR LIFTED OFF. RESTRICTION SHALL NOT HINDER

OPERATION OF GATE.

N.T.S.

FENCE DETAIL01

CS501 N.T.S.

TYPICL FENCE SINGLE SWING GATE ELEVATION02

CS501

N.T.S.

DROP BAR03

CS501

N.T.S.

OFFSET HINGE DETAIL04

CS501

N.T.S.

GATE LATCH DETAIL05

CS501

N.T.S.

GATE HINGE DETAIL06

CS501 N.T.S.

FULCRUM LATCH DETAIL07

CS501

FENCE SHALL BE GROUNDED

PER UFC 4-022-03,

PARAGRAPH 2-10. SEE

ELECTRICAL DETAIL 01/E-601

FOR MORE INFORMATION

FENCE SHALL BE GROUNDED

PER UFC 4-022-03,

PARAGRAPH 2-10. SEE

ELECTRICAL DETAIL 01/E-601

FOR MORE INFORMATION

1 5 8" OD BOTTOM RAIL1

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509896_03_EC100 LAYDOWN AREA_Amendment0002

509896_08_CS500 DETAILS_Amendment0002

509896_09_CS501 DETAILS_Amendment0002

File details come from the government source that posted it. Updated Jun 26, 2023.