W912QR23B0003_Plans-0000.pdf

PDF 18 MB Posted Apr 14, 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. The solicitation includes information on a site visit, instructions for submitting technical inquiries and questions via an online portal, and guidance on completing bid documents. Bids are due by the specified time and date, and must be submitted electronically to the designated contracting officer's email. An optional teleconference will be held thirty minutes after the bid submission deadline, during which the names of bidders and their bids will be read aloud, along with the independent government estimate. The awarded contractor must comply with System for Award Management registration requirements. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Louisville.

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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_Plans-0003.pdf	PDF	Jun 26, 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
W912QR23B0003-0001.pdf	PDF	May 12, 2023
Sign Atten. Roster DBB Competition Soccer Field.pdf	PDF	May 12, 2023
W912QR23B0003_Specs-0000.pdf	PDF	Apr 14, 2023

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US Army Corps of Engineers ®

SHEET ID

U S

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D A

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

M A

R K

D E

S C

G-000

C O

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CERTIFIED FINAL SUBMITTAL

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L L K

LOUISVILLE DISTRICT

20-F-0088

10 JANUARY 2022

DODEA - VARIOUS DESIGNS

FORT CAMPBELL, KY

VICINITY MAP LOCATION MAP

PROJECT

LOCATION

PACKAGE D

COMPETITION SOCCER FIELD

P A

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-2

DRAWING INDEX - PACKAGE D

NO TITLE

CURRENT

ISSUE

GENERAL

G-000 COVER SHEET 1

CIVIL

C-001 GENERAL NOTES 1

C-002 HAUL ROUTE 1

EC100 LAYDOWN AREA 1

VF100 EXISTING CONDITIONS 1

VF101 EXISTING CONDITIONS 1

CD100 DEMOLITION PLAN 1

CS100 SITE PLAN 1

CS500 DETAILS 1

CS501 DETAILS 1

CS502 DETAILS 1

DC500 DUST CONTROL NOTES 1

CF100 FIELD GENERAL NOTES AND DETAILS 1

CF120 FIELD DEMOLITION PLAN 1

CF130 FIELD LOCATION PLAN 1

CF140 FIELD UTILITY PLAN 1

CF150 FIELD GRADING PLAN 1

ELECTRICAL

E-001 SYMBOLS, ABBREVIATIONS, AND

GENERAL NOTES

ES101 SITE ELECTRICAL PLAN 1

01-10-22

P2 509896

G-001

2Q R

Pl an s-

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

14 April 2023

W912QR23B0003

C-001

N O

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY INSTALLATION OF ANY DISCREPANCIES.

2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND

METHODS TO PRODUCE THE WORK.

3. THE CONTRACTOR SHALL FOLLOW ALL LOCAL, STATE & FEDERAL GUIDELINES REGARDING THE DISPOSAL OF DEMOLITION MATERIAL. REMOVE RUBBISH AND DEBRIS FROM GOVERNMENT PROPERTY DAILY, UNLESS OTHERWISE DIRECTED. STORAGE OF

REMOVED MATERIALS ON THE PROJECT SITE IS PROHIBITED.

4. THE CONTRACTOR IS RESPONSIBLE TO PROTECT & PRESERVE ALL ITEMS NOTED TO REMAIN.

5. THE LOCATION OF THE UNDERGROUND UTILITIES INDICATED ON THE PLANS WERE TAKEN FROM SURVEYED UTILITY MARKS, EXISTING SURFACE FEATURES AND AVAILABLE RECORDS. UNLESS OTHERWISE NOTED ON PLANS THESE UTILITY LOCATIONS WERE OBTAINED USING NON-QUALIFIED INFORMATION AND ARE NOT GUARANTEED, BUT SHALL BE INVESTIGATED AND VERIFIED BY THE CONTRACTOR BEFORE STARTING WORK. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO THE

EXISTING UTILITIES EVEN IF THEY ARE NOT SHOWN ON THE PLANS.

6. CONTRACTOR SHALL HAND DIG WITHIN 5 FEET EITHER SIDE OF UTILITY CROSSING UNTIL THE UTILITY IS PHYSICALLY EXPOSED

PRIOR TO EXCAVATION OR TRENCHING.

7. ANY BREACHED UTILITY SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.

8. THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTION ONLY. THE INSTALLATION AND OPERATION OF ALL TEMPORARY TRAFFIC CONTROL AND TEMPORARY TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS SHALL BE

PROVIDED BY THE CONTRACTOR WHETHER INSIDE OR OUTSIDE THESE WORK LIMITS.

9. SILT FENCING AND/OR TEMPORARY BERMS SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION.

10. TEMPORARY SWALES AND DESILTING BASINS WILL BE PLACED WHERE NECESSARY IN ORDER TO CONVEY STORM WATER

RUN-OFF.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EROSION CONTROL METHODS ARE INSPECTED ON A WEEKLY BASIS OR AFTER EVERY ERODIBLE RAINFALL (1/2" OR MORE). ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE

EFFECTIVENESS OF THE EROSION CONTROL SHALL BE MADE AT THAT TIME.

12. CUT/FILL SLOPES SHALL NOT EXCEED 3 FEET HORIZONTAL TO 1 FOOT VERTICAL AND SHALL BE COMPACTED TO 90% MAXIMUM

DRY DENSITY PER MODIFIED PROCTOR.

13. ALL SURPLUS SOIL FROM EXCAVATIONS SHALL BE DISPOSED OF OFF SITE. SOIL WILL BE TESTED AS PER BASE ENVIRONMENTAL SPECIFICATIONS PRIOR TO DISPOSAL OFF SITE. RESULTS TO BE FORWARDED TO BASE ENVIRONMENTAL.

14. ALL UTILITY MANHOLES AND GRATES ARE TO BE ADJUSTED TO PROPOSED FINISHED GRADE IN ROADWAY, CURB, WALK, AND

DRIVEWAY APRONS.

15. ALL TREES WITHIN THE PROJECT LIMITS SHALL BE PROTECTED (UNLESS CALLED OUT IN THE DEMOLITION PLAN FOR REMOVAL).

ROOT CUTTING SHALL NOT BE PERMITTED WITHOUT APPROVAL FROM CONTRACTING OFFICER REPRESENTATIVE (C.O.R.).

16. CONSTRUCTION FENCING WITH SCREENING TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PHASE AROUND THE

PERIMETER OF WORK.

17. STREET AND PARKING AREAS ARE TO BE KEPT CLEAN OF CONSTRUCTION SOILS AND DEBRIS THROUGHOUT THE CONSTRUCTION

PHASE.

18. ALL EXISTING UTILITY SERVICES: GAS, WATER, MECHANICAL, PLUMBING AND COMMUNICATIONS LINES TO REMAIN ACTIVE DURING

CONSTRUCTION AND AFTER CONSTRUCTION IS COMPLETED.

19. TO THE BEST OF THE CONTRACTORS ABILITY, CONSTRUCTION SCHEDULING MUST BE COORDINATED WITH THE SCHOOL TO MINIMIZE THE IMPACT OF CONSTRUCTION ON THE ATHLETIC PROGRAMS ACCESS AND USE OF THEIR FACILITIES.

GENERAL NOTES

1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS/APPROVALS AND HAVE IN HIS POSSESSION ALL NECESSARY PERMITS, LICENSES AND BONDS. CONTRACTOR SHALL HAVE AT LEAST ONE SET

OF APPROVED ENGINEERING PLANS AND SPECIFICATIONS ON-SITE AT ALL TIMES.

2. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE COR.

3. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS, THE PLAN REQUIREMENTS AND ANY OTHER APPLICABLE STANDARDS OR SPECIFICATIONS RELEVANT TO THE PROPER COMPLETION OF THE WORK SPECIFIED. FAILURE ON THE PART OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL STANDARDS AND SPECIFICATIONS PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFICATIONS.

4. CONSTRUCTION INSPECTION WILL BE PERFORMED BY REPRESENTATIVES OF THE GOVERNMENT REVIEWING AUTHORITIES AND AGENCIES. UNRESTRICTED ACCESS SHALL BE PROVIDED TO THEM AT ALL TIMES. CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING AND SCHEDULING REQUIRED INSPECTIONS. TESTING SAMPLES SHALL BE COLLECTED AND PROCESSED BY

CERTIFIED TECHNICIANS.

5. CONTRACTOR MUST CONFINE ACTIVITIES TO THE WORK AREA. NO ENCROACHMENT OUTSIDE OF CONSTRUCTION LIMITS ONTO DEVELOPED AREAS WILL BE ALLOWED. ANY DAMAGE RESULTING THERE FROM SHALL BE CONTRACTORS RESPONSIBILITY TO

REPAIR.

SITE PLAN NOTES

1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO SPECIFICATIONS AND PLANS EXCEPT AS NOTED HEREIN AND

APPROVED BY THE COR.

2. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC AND PRIVATE UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS ETC. MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER PLACING OF PERMANENT PAVING AND/OR ESTABLISHING FINISHED GRADE IN EARTHEN AREAS. UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING CONSTRUCTION OF THE PAVING FOR

THIS PROJECT.

3. CONTRACTOR TO FIELD VERIFY ELEVATION OF EXISTING PAVEMENT AND LANDSCAPE AREAS PRIOR TO CONSTRUCTION AND

NOTIFY ENGINEER AND COR OF DISCREPANCIES IN FIELD CONDITIONS.

4. PRIOR TO PLACING ANY FILL MATERIAL, ALL EXISTING SURFACES, VEGETATION, LOOSE FILL AND DEBRIS SHOULD BE REMOVED TO A MINIMUM DEPTH OF 4". ALL EXPOSED SURFACES SHOULD THEN BE SCARIFIED, WATERED AS REQUIRED AND

RE-COMPACTED ACCORDING TO EARTHWORK SPECIFICATIONS.

5. ALL GRADES AND CONTOURS SHOWN ARE TOP OF FINISH SURFACE ELEVATIONS, UNLESS OTHERWISE NOTED.

6. POSITIVE DRAINAGE SHALL BE MAINTAINED ON ALL SURFACES WITHIN THE SCOPE OF THE PROJECT. DRAINAGE SHALL BE DIRECTED AWAY FROM ALL BUILDING FOUNDATIONS. CONTRACTOR TO TAKE PRECAUTIONS NOT TO ALLOW ANY PONDING OF WATER. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR OF ANY AREAS WHERE PONDING BECOMES AN ISSUE.

7. CONTRACTOR TO OBTAIN GRADES WITHIN ±FOUR-HUNDREDTHS (0.04) FOOT.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER CONDITION ANY DAMAGE DONE TO

EXISTING BUILDINGS, UTILITIES, FENCES, PAVEMENTS, CURBS OR DRIVEWAYS.

9. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY QUESTIONS THAT MAY ARISE CONCERNING THE INTENT, PLACEMENT, OR LIMITS OF DIMENSIONS OR GRADES NECESSARY FOR CONSTRUCTION OF THE PROJECT.

10. ALL EXCAVATION IS UNCLASSIFIED.

11. SITE AREAS REQUIRING FILL PLACEMENT SHALL BE SCARIFIED AND MOISTURE ACTIVATED TO WITHIN ±3% OF OPTIMUM

MOISTURE CONTENT. COMPACT SUBGRADE TO 90% MAXIMUM DRY DENSITY.

12. EXISTING AND PROPOSED GRADE CONTOURS ARE SHOWN AT ONE FOOT (1.0 FT) INTERVALS.

13. SEE GRADING AND EROSION CONTROL PLANS CG100 AND CG101 FOR TREATMENT OF DISTURBED AREAS.

GRADING NOTES

1. ALL EXISTING UTILITIES UNDERGROUND AND OVERHEAD TO REMAIN UNLESS NOTED OTHERWISE.

2. ALL EXISTING TREES TO REMAIN UNLESS NOTED OTHERWISE.

3. CONCRETE WALKS, DRIVES, CURBS AND PAVEMENT TO BE DEMOLISHED SHALL BE SAWCUT ALONG STRAIGHT LINES

PERPENDICULAR OR RADIAL TO THE EDGES OF PROPOSED WORK.

4. MANHOLES, STRUCTURES AND OTHER MISCELLANEOUS ITEMS TO BE REMOVED SHALL HAVE RESULTING VOIDS BACKFILLED AND

COMPACTED ACCORDING TO SPECIFICATIONS.

5. STATUS AND LOCATION COULD NOT BE DETERMINED FOR ALL UTILITIES IN THE AREA. CONTRACTOR SHALL EXERCISE CARE IN FIELD LOCATING AND DETERMINING STATUS OF ALL UTILITIES ON THE SITE. THE CONTRACTOR SHALL POTHOLE TO VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES AND SHALL NOTIFY THE C.O.R. OF ANY DISCREPANCIES FOR RESOLUTION PRIOR TO COMMENCING WORK AS WELL AS PROVIDE AS-BUILT NOTATIONS OF THE ACTUAL LOCATIONS.

6. EROSION AND SEDIMENT CONTROL BMPS SHALL BE IN PLACE AND APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE

(COR) PRIOR TO INITIATING DEMOLITION WORK.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A BASE DIGGING PERMIT PRIOR TO DEMOLITION OF ANY UTILITY OR

EXCAVATION ON-SITE.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DISPOSAL PERMITS AND REGULATIONS REQUIREMENTS.

9. ALL CONTRACTOR GENERATED REFUSE AND WASTE SHALL BE HAULED FROM THE CONSTRUCTION SITE DAILY TO A DISPOSAL AREA OUTSIDE THE PHYSICAL BOUNDARIES OF THE INSTALLATION. THIS REFUSE AND WASTE MATERIAL SHALL BE HAULED IN TRUCKS WITH TIGHT-FITTING BEDS AND COVERS TO PREVENT SPILLAGE ON ROADWAYS. THE CONSTRUCTION SITE SHALL BE KEPT NEAT, ORDERLY AND SAFE FOR WORKMEN AT ALL TIMES. ALL REQUIRED MANIFESTS SHALL BE OBTAINED PRIOR TO THE

TRANSPORTATION OF REFUSE OFF-SITE.

DEMOLITION NOTES

1. ALL DIMENSIONS MUST BE VERIFIED ON THE JOB AND THE COR MUST BE NOTIFIED OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH CONSTRUCTION.

2. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR OF ANY QUESTIONS THAT MAY ARISE CONCERNING THE INTENT, PLACEMENT OR LIMITS OF DIMENSIONS NECESSARY FOR CONSTRUCTION OF THE PROJECT.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL HORIZONTAL CONTROL PER THE CONSTRUCTION DRAWINGS.

DIMENSIONAL CONTROL NOTES

EXISTING EX

FLOOR ELEV FFE

TOP OF CURB TC

GUTTER G

NATURAL GROUND NG

POINT ON LINE POL

POINT ON CURVE POC

BREAKLINE BL

CONCRETE CONC

TOE OF SLOPE TOE

TOP OF SLOPE TOP

EDGE OF PAVEMENT EP

FACE OF CURB FOC

BACK OF CURB BOC

FINISHED GRADE FG

HIGH POINT HP

COMMON ABREVIATIONS

FIRE HYDRANT

SANITARY SEWER MANHOLE

POWER POLE

LIGHT POLE

SIGN

BOLLARD/GUARD POST

GAS METER

WATER VALVE

GUY WIRE

CLEAN OUT

IRRIGATION VALVE

POWER POLE W/TRANS.

TOP OF COVER

TOP OF VALVE

COMMUNICATION MANHOLE

ELECTRIC MANHOLE

TREE

FAUCET

BENCHMARK

DOUBLE SIGN

ELECTRIC BOX

FLAG POLE

ALUMINUM POST

TRAFFIC SIGNAL BOXTSB

WATER METER

DOWNSPOUT

4" X 4" STEEL SQUARE COLUMNS

3" STEEL CYLINDERS PIPES

STORM DRAIN MANHOLE

HANDICAP RAMP

SURVEY LEGEND

US Army Corps of Engineers ®

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction

C-002

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INDIANA AVE.

MORGAN RD. 42

BASTOGNE AVE.

FORT CAMPBELL BLVD

US Army Corps of Engineers ®

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GATE 7

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SITE

ANTICIPATED

HAUL ROUTE

GENERAL NOTES:

1. CONTRACTOR SHALL KEEP HAUL ROUTE CLEAN OF CONSTRUCTION

DEBRIS AND MUD

2. CONTRACTOR SHALL BE AWARE OF LOW HANGING POWER LINES

3. PREFERRED HAUL ROUTE SHALL UTILIZE THE GATE 7 ACCESS POINT.

4. SEE SHEET DC500 FOR DUST CONTROL, SHEET CS500 FOR

CONSTRUCTION ENTRANCE DETAIL AND SHEET CG100 CONSTRUCTION

ENTRANCE LOCATION AND CONTRACTOR LAYDOWN AREA

5. GATE 7 ACCESS IS OPEN 24 HOURS A DAY, WEEKDAYS, WEEKENDS AND

ALL HOLIDAYS

N E

NOT TO SCALE

750'0 750'

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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

O W

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Control Point 10106

Control Point 10107

Control Point 10206

Control Point 10207

BE(B)

W (B)

W(B)

W (D

W (B)

W(D)

BT(B)

2" Tree

3" Tree

2" PINE

16" Deciduous

18" Deciduous

20" Deciduous

21" Deciduous

2" Elm 2" Elm

EXISTING SCHOOL BUILDING

STORM MANHOLE

TOP EL = 527.20'

INV EL = 521.44' 12" CPP

STORM MANHOLE

TOP EL = 526.79'

INV EL = 522.83' 18" RCP

STORM MANHOLE

TOP EL = 525.56'

INV EL = 519.52' (N) 18" RCP

INV EL = 519.57' (W) 6" CPP

INV EL = 519.64' (E) 18" RCP

INV EL = 522.82' (S) 18" RCP

STORM MANHOLE

TOP EL = 526.25'

INV EL = 520.34' (N)

INV EL = 520.73' (NW)

INV EL = 520.59' (S)

PIPES RECESSED

AND FULL OF DEBRIS

STORM MANHOLE

TOP EL = 525.44'

INV EL = 519.96' 18" RCP

STORM INLET

GRATE EL = 524.82'

INV EL = 522.61' 12" CMP

M.E.S.

12" CLAY

INV EL = 521.56'

M.E.S.

12" CMP

INV EL = 521.53'

DIRECTION ONLY

ILD

STORM INLET

GRATE EL = 522.12'

INV EL = 518.07' (W) 24" RCP

STORM INLET

GRATE EL = 522.20'

INV EL = 518.62' (N) 24" RCP

INV EL = 518.68' (W) 24" RCP

BURIED

WATER

LINE (TYP.)

BURIED

ELECTRIC

AND LIGHT

POLE (TYP.)

BURIED

ELECTRIC

AND LIGHT

POLE

BURIED

ELECTRIC

AND 18"

METAL

LIGHT

POLE

BURIED

ELECTRIC

AND LIGHT

POLE

BURIED

ELECTRIC

BURIED

TELEPHONE

(OLD)

BURIED

WATER MAIN

C O

N C

ETE

SID

ALK

CONCRETE SIDEWALK

CONCRETE

GRASS

SCORE

BOARD

STORM INLET

GRATE EL = 522.10'

INV EL = 519.29' (N) 15" RCP

INV EL = 519.33' (NW) 6" PVC

INV EL = 519.10' (W) 24" RCP

INV EL = 519.05' (E) 24" RCP

STORM INLET

GRATE EL = 523.13'

INV EL = 520.42' (S) 18" RCP

INV EL = 520.43' (E) 24" RCP

STORM MANHOLE

TOP EL = 522.96'

(UNABLE TO OPEN)

BLEACHERS

C O

N C

ETE SID

ALK

SID

ALK

BURIED

WATER

MAIN (TYP.)

BURIED ELECTRIC

AND LIGHT POLE

(TYP.)

CURB

AND

GUTTER

GRASS

RAILROAD

TRACKS

TRACK

AGGREGATE

RAILROAD

TRACKS

TRACK

AGGREGATE

BRICK

PAVERS

BRICK

PAVERS

N = 837106.44' E = 1546670.75'

Elev. = 524.49'

N = 836782.29' E = 1546350.96' Elev. = 526.74'

N = 836930.27' E = 1546060.55' Elev. = 527.04'

G C

O N

60'0 30'

MATCHLINE

SHEET VF101

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1) THE COORDINATES SHOWN HEREON ARE

TENNESSEE STATE PLANE COORDINATES, NORTH

AMERICAN DATUM 1983, 2011 ADJUSTMENT

(NAD83/2011), US SURVEY FEET. THE PLANE

COORDINATES WERE DETERMINED USING SURVEY

CONTROL PROVIDED BY FT. CAMPBELL PUBLIC

WORKS.

2) ELEVATIONS SHOWN HEREON ARE BASED ON A

NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88).

3) ALL MEASUREMENTS SHOWN HEREON ARE IN U.S.

SURVEY FEET UNLESS OTHERWISE NOTED.

4) ALL ELEVATIONS SHOWN HEREON ARE IN FEET

UNLESS OTHERWISE NOTED.

DRAWING NOTES

VF100

N U

D A

T E

M A

R K

D E

S C

T A

S U

B M

A L

-1

-2

2Q R

Pl an s-

10362 526.21

GT1 ST POST 8' METAL

Control Point 10107

Control Point 10108

Control Point 10207

Control Point 10208

10401 523.73

WEW1 ST CONC

10402 526.02

WEW1

10403 526.07

WEW1

10404 526.17

WEW1

10405 526.14

WEW1

10406 523.83

WEW1

10407 523.84

WEW1 WEW2 ST WEW3 ST

10408 523.95

WEW2

10409 526.13

WEW310410

526.04

WEW3

10411 523.87

WEW2

10412 523.73

WEW1 CL WEW2 WEW3

10362 526.21

GT1 ST POST 8' METAL

COCO

UNK

10401 523.73

WEW1 ST CONC

10402 526.02

WEW1

10403 526.07

WEW1

10404 526.17

WEW1

10405 526.14

WEW1

10406 523.83

WEW1

10407 523.84

WEW1 WEW2 ST WEW3 ST

10408

10503 528.89

MHSR

10504 521.31

WEW1 ST END BURIED

10505 523.19

WEW1

10506 523.19

WEW1

10507 523.13

WEW1

10508 523.12

WEW1

10509 521.34

WEW1 END BURIED

10511 521.21

WEW1 WEW2 ST WEW3 ST END BURIED

10512 521.10

WEW3

10513 521.04

WEW3

10514 523.13

WEW2

10515 523.18

WEW2

10516 520.94

WEW1

10517 521.18

WEW1 CL WEW2 WEW3

523.95

WEW2

10409 526.13

WEW310410

526.04

WEW3

10411 523.87

WEW2

10412 523.73

WEW1 CL WEW2 WEW3

10542 529.00

MHSR

10362 526.21

GT1 ST POST 8' METAL

10401 523.73

WEW1 ST CONC

10402 526.02

WEW1

10403 526.07

WEW1

10659 529.35

MHSR

10404 526.17

WEW1

10405 526.14

WEW1

10406 523.83

WEW1

10407 523.84

WEW1 WEW2 ST WEW3 ST

10408

10503 528.89

MHSR

10504 521.31

WEW1 ST END BURIED

10505 523.19

WEW1

10506 523.19

WEW1

10507

10698 527.45

MHSR

523.13

WEW1

10508 523.12

WEW1

10509 521.34

WEW1 END BURIED

10511 521.21

WEW1 WEW2 ST WEW3 ST END BURIED

10512 521.10

WEW3

10513 521.04

WEW3

10514 523.13

WEW2

10515 523.18

WEW2

10516 520.94

WEW1

10517 521.18

WEW1 CL WEW2 WEW3

523.95

WEW2

10409 526.13

WEW310410

526.04

WEW3

10411 523.87

WEW2

10412 523.73

WEW1 CL WEW2 WEW3

10542 529.00

MHSR

10659 529.35

MHSR 10503

528.89

MHSR

10504 521.31

WEW1 ST END BURIED

10505 523.19

WEW1

10506 523.19

WEW1

10507

10698 527.45

MHSR

523.13

WEW1

10508 523.12

WEW1

10509 521.34

WEW1 END BURIED

10511 521.21

WEW1 WEW2 ST WEW3 ST END BURIED

10512 521.10

WEW3

10513 521.04

WEW3

10514 523.13

WEW2

10515 523.18

WEW2

10516 520.94

WEW1

10517 521.18

WEW1 CL WEW2 WEW3

10542 529.00

MHSR

CO10659

529.35

MHSR

10698 527.45

MHSR

SAN

SAN SAN

BE(B)

W (B)

W(B)

W (B)

2" Tree

2.5" Tree

3" Unknown Tree

3" Tree

3"Tree

2" PINE

2" Deciduous

2" Oak

3" Oak

2" Elm

EXISTING

SCHOOL

BUILDING

STORM INLET

GRATE EL = 528.44'

INV EL = 520.81' (N) 18" RCP

INV EL = 520.74' (E) 6" CPP

INV EL = 520.76' (SW) 8" PVC

INV EL = 524.77' (SE) 8" PVC

DIRECTION ONLY

STORM INLET

GRATE EL = 522.12'

INV EL = 518.07' (W) 8" CPP

INV EL = 518.83' (E) 6" CPP

INV EL = 518.18' (S) 6" CPP

DIRECTION ONLY

WINGED ENDWALL

TOP = 523.16'

INV EL = 521.00' 12" RCP

STORM MANHOLE

TOP EL = 527.20'

INV EL = 521.44' 12" CPP

STORM MANHOLE

TOP EL = 527.45'

INV EL = 497.24' (W)

INV EL = 497.24' (SE)

INV EL = 521.21' (S)

STORM MANHOLE

TOP EL = 525.86'

INV EL = 497.77' (N)

INV EL = 512.36' (NW) 15" RCP

INV EL = 514.23' (SW) 36" RCP

INV EL = 497.84' (E) 6'X8' BOX

CULVERT

DIRECTION ONLY

DIRECTION

ONLY

STORM MANHOLE

TOP EL = 526.64'

INV EL = 522.33' (NW) 6" CPP

INV EL = 522.57' (SW) 6" CPP

INV EL = 520.31' (SE) 12" RCP

CURB

AND

GUTTER

STORM MANHOLE

TOP EL = 527.82'

INV EL = 515.09' (NE) 18" RCP

INV EL = 519.12' (NW) 12" RCP

INV EL = 518.95' (S) 18" RCP

BURIED

WATER MAIN

BURIED

WATER

MAIN

STORM MANHOLE

TOP EL = 529.66'

INV EL = 527.03' (N) 8" PVC

INV EL = 527.23' (E) 8" CPP

INV EL = 526.96' (W) 6" CPP

STORM MANHOLE

TOP EL = 526.79'

INV EL = 522.83' 18" RCP

INV EL = 519.57' (W) 6" CPP

INV EL = 519.64' (E) 18" RCP

INV EL = 522.82' (S) 18" RCP

DIRECTION ONLY

ILD

BURIED

ELECTRIC

AND LIGHT

POLE

BURIED

ELECTRIC

AND 18"

METAL

LIGHT

POLE

CONCRETE PAVEMENT

CONCRETE

C O

N C

ETE SID

ALK

C O

N C

ETE PAVEM

CONCRETE PAVEMENT

SANITARY MANHOLE

TOP EL = 527.45'

INV EL = 522.25' (E) 8" PVC

INV EL = 522.22' (S) 6" PVC

INV EL = 522.14' (W) 8" PVC

DIRECTION ONLY

SANITARY MANHOLE

TOP EL = 529.35'

INV EL = 523.43' (E) 8" PVC

INV EL = 523.35' (S) 4" PVC

INV EL = 523.33' (W) 8" PVC

DIRECTION ONLY

SANITARY MANHOLE

TOP EL = 528.89'

INV EL = 524.12' (S) 8" PVC

INV EL = 524.15' (NW) 8" PVC

SANITARY 6"

CLEANOUT

(TYP.)

BLEACHERS

STORM MANHOLE

TOP EL = 527.45'

INV EL = 497.05' (NW) 6'X8'

BOX CULVERT

INV EL = 517.14' (E) 8" CPP

DIRECTION ONLY

SIDEWALK

D R

AIN

E SW

ALE

STORM HEADWALL

TOP = 526.15'

INV EL = 524.12' 8" CPP

BURIED

ELECTRIC

AND LIGHT

POLE

NCRETE

SID

ALK

2.5" Tree

STORM MANHOLE

TOP EL = 527.45'

INV EL = 497.19' (W) 6'X8' BOX CULVERT

INV EL = 497.19' (E) 6'X8' BOX CULVERT

INV EL = 512.83' (SW) 18" RCP

SANITARY MANHOLE

TOP EL = 528.99'

INV EL = 524.00' (SE) 8" PVC

INV EL = 523.92' (W) 8" PVC

D R

AIN

E SW

ALE

CURB

AND

GUTTER

GRASS

RAILROAD

TRACKS

TRACK

AGGREGATE

BRICK

PAVERS

N = 836542.27' E = 1546768.96' Elev. = 527.55'

N = 836782.29' E = 1546350.96' Elev. = 526.74'

VF101

G C

O N

60'0 30'

MATCHLINE

SHEET VF100

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

D R

B Y:

D B

H T

C H

D B

. M C

C O

N N

D O

U S

E D

D R

L U

G P

E, K Y

T, C

I, O H

-F

-0

O N

D T

CERTIFIED FINAL SUBMITTAL

L, K Y

E D

C O

O N

S O

C C

-1 0-

1) THE COORDINATES SHOWN HEREON ARE

TENNESSEE STATE PLANE COORDINATES, NORTH

AMERICAN DATUM 1983, 2011 ADJUSTMENT

(NAD83/2011), US SURVEY FEET. THE PLANE

COORDINATES WERE DETERMINED USING SURVEY

CONTROL PROVIDED BY FT. CAMPBELL PUBLIC

WORKS.

2) ELEVATIONS SHOWN HEREON ARE BASED ON A

NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88).

3) ALL MEASUREMENTS SHOWN HEREON ARE IN U.S.

SURVEY FEET UNLESS OTHERWISE NOTED.

4) ALL ELEVATIONS SHOWN HEREON ARE IN FEET

UNLESS OTHERWISE NOTED.

DRAWING NOTES

N U

D A

T E

M A

R K

D E

S C

T A

S U

B M

A L

-1

-2

2Q R

Pl an s-

10504 521.31

WEW1 ST END BURIED

10505 523.19

WEW1

10506 523.19

WEW1

10507 523.13

WEW1

10508 523.12

WEW1

10509 521.34

WEW1 END BURIED

10511 521.21

WEW1 WEW2 ST WEW3 ST END BURIED

10512 521.10

WEW3

10513 521.04

WEW3

10514 523.13

WEW2

10515 523.18

WEW2

10516 520.94

WEW1

10517 521.18

WEW1 CL WEW2 WEW3

10504 521.31

WEW1 ST END BURIED

10505 523.19

WEW1

10506 523.19

WEW1

10507 523.13

WEW1

10508 523.12

WEW1

10509 521.34

WEW1 END BURIED

10511 521.21

WEW1 WEW2 ST WEW3 ST END BURIED

10512 521.10

WEW3

10513 521.04

WEW3

10514 523.13

WEW2

10515 523.18

WEW2

10516 520.94

WEW1

10517 521.18

WEW1 CL WEW2 WEW3

10504 521.31

WEW1 ST END BURIED

10505 523.19

WEW1

10506 523.19

WEW1

10507 523.13

WEW1

10508 523.12

WEW1

10509 521.34

WEW1 END BURIED

10511 521.21

WEW1 WEW2 ST WEW3 ST END BURIED

10512 521.10

WEW3

10513 521.04

WEW3

10514 523.13

WEW2

10515 523.18

WEW2

10516 520.94

WEW1

10517 521.18

WEW1 CL WEW2 WEW3

10504 521.31

WEW1 ST END BURIED

10505 523.19

WEW1

10506 523.19

WEW1

10507 523.13

WEW1

10508 523.12

WEW1

10509 521.34

WEW1 END BURIED

10511 521.21

WEW1 WEW2 ST WEW3 ST END BURIED

10512 521.10

WEW3

10513 521.04

WEW3

10514 523.13

WEW2

10515 523.18

WEW2

10516 520.94

WEW1

10517 521.18

WEW1 CL WEW2 WEW3

BE(B)

W (B)

W(B)

W (D

W (B)

W(D)

BT(B)

2" Tree

2.5" Tree

3" Unknown Tree

3" Tree

3"Tree

3" Tree

2" PINE

18" Deciduous

20" Deciduous

2" Elm

2" Elm 2" Elm

STORM INLET

GRATE EL = 522.12'

INV EL = 518.07' (W) 8" CPP

INV EL = 518.83' (E) 6" CPP

INV EL = 518.18' (S) 6" CPP

WINGED ENDWALL

TOP = 523.16'

INV EL = 521.00' 12" RCP

STORM MANHOLE

TOP EL = 527.20'

INV EL = 521.44' 12" CPP

STORM MANHOLE

TOP EL = 527.45'

INV EL = 497.24' (W)

INV EL = 497.24' (SE)

INV EL = 521.21' (S)

STORM MANHOLE

TOP EL = 525.86'

INV EL = 497.77' (N)

INV EL = 512.36' (NW) 15" RCP

INV EL = 514.23' (SW) 36" RCP

INV EL = 497.84' (E) 6'X8' BOX

CULVERT

DIRECTION ONLY

STORM MANHOLE

TOP EL = 526.79'

INV EL = 522.83' 18" RCP

STORM MANHOLE

TOP EL = 525.56'

INV EL = 519.52' (N) 18" RCP

INV EL = 519.57' (W) 6" CPP

INV EL = 519.64' (E) 18" RCP

INV EL = 522.82' (S) 18" RCP

STORM MANHOLE

TOP EL = 526.25'

INV EL = 520.34' (N)

INV EL = 520.73' (NW)

INV EL = 520.59' (S)

PIPES RECESSED

AND FULL OF DEBRIS

STORM MANHOLE

TOP EL = 525.44'

INV EL = 519.96' 18" RCP

STORM INLET

GRATE EL = 524.82'

INV EL = 522.61' 12" CMP

M.E.S.

12" CLAY

INV EL = 521.56'

M.E.S.

12" CMP

INV EL = 521.53'

DIRECTION ONLY

ILD

WATER

LINE (TYP.)

BURIED

ELECTRIC

AND LIGHT

POLE

BURIED

ELECTRIC

AND LIGHT

POLE

BURIED

ELECTRIC

AND 18"

METAL

LIGHT

POLE

BURIED

ELECTRIC

AND LIGHT

POLE

BURIED

ELECTRIC

BURIED

TELEPHONE

(OLD)

BURIED

WATER MAIN

C O

N C

ETE SID

ALK

C O

N C

ETE

SID

ALK

CONCRETE

SCORE

BOARD

GRATE EL = 522.10'

INV EL = 519.29' (N) 15" RCP

INV EL = 519.33' (NW) 6" PVC

INV EL = 519.10' (W) 24" RCP

INV EL = 519.05' (E) 24" RCP

STORM INLET

GRATE EL = 523.13'

INV EL = 520.42' (S) 18" RCP

INV EL = 520.43' (E) 24" RCP

STORM MANHOLE

TOP EL = 522.96'

(UNABLE TO OPEN)

BLEACHERS

C O

N C

ETE SID

ALK

SID

ALK

BURIED

ELECTRIC

AND LIGHT

POLE

BURIED

WATER

MAIN (TYP.)

NCRETE

SID

ALK

2.5" Tree

STORM MANHOLE

TOP EL = 527.45'

INV EL = 497.19' (W) 6'X8' BOX CULVERT

INV EL = 497.19' (E) 6'X8' BOX CULVERT

INV EL = 512.83' (SW) 18" RCP

SANITARY MANHOLE

TOP EL = 528.99'

INV EL = 524.00' (SE) 8" PVC

INV EL = 523.92' (W) 8" PVC

D R

AIN

E SW

ALE

BURIED ELECTRIC

AND LIGHT POLE

(TYP.)

CURB

AND

GUTTER

GRASS

RAILROAD

TRACKS

TRACK

AGGREGATE

RAILROAD

TRACKS

TRACK

AGGREGATE

BRICK

PAVERS

BRICK

PAVERS

CD100

O P

DRAWING NOTES

D01 REMOVE EXISTING 2" PINE TREE FOR FENCE INSTALLATION

D02 REMOVE EXISTING GRASS WITHIN THE TRACK AREA AND ANY SOIL

NECESSARY FOR INSTALLATION OF THE ARTIFICIAL TURF. SEE

SHEET CF100 FOR ARTIFICIAL TURF DETAIL.

D03 EXISTING MULCH AND ANY UNDERLYING MAT/WEED BARRIER TO BE

REMOVED

D04 REMOVE EXISTING BRICK PAVERS AS NECESSARY TO INSTALL CURB

AND RESET WHEN FINISHED

D05 REMOVE EXISTING SCOREBOARD AND SUPPORT POSTS

60'30'

D01

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

D R

B Y:

D B

H T

C H

D B

. M C

C O

N N

D O

U S

E D

D R

L U

G P

E, K Y

T, C

I, O H

-F

-0

O N

D T

CERTIFIED FINAL SUBMITTAL

L, K Y

E D

C O

O N

S O

C C

-1 0-

D01

D02

D03

D04

D05

N U

D A

T E

M A

R K

D E

S C

T A

S U

B M

A L

-1

-2

2Q R

Pl an s-

10504 521.31

WEW1 ST END BURIED

10505 523.19

WEW1

10506 523.19

WEW1

10507 523.13

WEW1

10508 523.12

WEW1

10509 521.34

WEW1 END BURIED

10511 521.21

WEW1 WEW2 ST WEW3 ST END BURIED

10512 521.10

WEW3

10513 521.04

WEW3

10514 523.13

WEW2

10515 523.18

WEW2

10516 520.94

WEW1

10517 521.18

WEW1 CL WEW2 WEW3

10504 521.31

WEW1 ST END BURIED

10505 523.19

WEW1

10506 523.19

WEW1

10507 523.13

WEW1

10508 523.12

WEW1

10509 521.34

WEW1 END BURIED

10511 521.21

WEW1 WEW2 ST WEW3 ST END BURIED

10512 521.10

WEW3

10513 521.04

WEW3

10514 523.13

WEW2

10515 523.18

WEW2

10516 520.94

WEW1

10517 521.18

WEW1 CL WEW2 WEW3

10504 521.31

WEW1 ST END BURIED

10505 523.19

WEW1

10506 523.19

WEW1

10507 523.13

WEW1

10508 523.12

WEW1

10509 521.34

WEW1 END BURIED

10511 521.21

WEW1 WEW2 ST WEW3 ST END BURIED

10512 521.10

WEW3

10513 521.04

WEW3

10514 523.13

WEW2

10515 523.18

WEW2

10516 520.94

WEW1

10517 521.18

WEW1 CL WEW2 WEW3

BE(B)

W (B)

W(B)

W (D

W (B)

W(D)

BT(B)

2" Tree

2.5" Tree

3" Tree

3"Tree

3" Tree

2" PINE

18" Deciduous

20" Deciduous

2" Elm

ILD

BURIED

TELEPHONE

(OLD)

C O

N C

ETE SID

ALK

C O

N C

ETE

SID

ALK

CONCRETE

BLEACHERS

C O

N C

ETE SID

ALK

SID

ALK

NCRETE

SID

ALK

2.5" Tree

CURB

AND

GUTTER

RAILROAD

TRACKS

TRACK

AGGREGATE

RAILROAD

TRACKS

TRACK

AGGREGATE

BRICK

PAVERS

BRICK

PAVERS

388.66'

326.86'

94.65' 112.25'

28.00' 192.24'

28.00'

E E

R=144.00'

R=144.00' 167.09'

15.00'69.98'

44.60'

5.15'

11.81'

5.31'

4.00'

CS100

DRAWING NOTES

G01 NEW 7' TALL BLACK COLOR VINYL COATED CHAIN LINK FENCE. SEE

CIVIL DETAIL 01/CS501 FOR ADDITIONAL INFORMATION

G02 NEW 6' WIDE X 7' TALL BLACK COLOR VINYL COATED CHAIN LINK

SINGLE SWING GATE. SEE DETAIL 02/CS501 FOR ADDITIONAL

INFORMATION

G03 NEW CONCRETE CURB. SEE DETAIL 02/CS500

G04 REMOVE EXISTING BRICK PAVERS AS NECESSARY TO INSTALL CURB

AND RESET WHEN FINISHED

G05 NEW ARTIFICIAL TURF FIELD ON INTERIOR OF TRACK. SEE ARTIFICIAL

TURF PLANS FOR ADDITIONAL INFORMATION

G06 ALL DISTURBED GRASS AREAS TO BE SODDED WHEN

CONSTRUCTION IS COMPLETE. SEE SOD DETAIL 01/CS500

G07 NEW ELECTRICAL UNDERGROUND. SEE ELECTRICAL PLANS FOR

ADDITIONAL INFORMATION

G08 NEW ELECTRICAL POWER JUNCTION BOX. SEE ELECTRICAL PLANS

FOR ADDITIONAL INFORMATION

G09 FOLLOWING MULCH REMOVAL, CONTRACTOR SHALL FILL ANY RUTS

OR UNEVEN AREAS WITH FINELY GRADED TOPSOIL AND PLACE SOD.

SEE SOD DETAIL 01/CS500

G10 NEW 6' WIDE BLACK COLOR VINYL COATED CHAIN LINK DOUBLE

SWING GATE (12' TOTAL WIDTH). SEE DETAIL 04/CS500

G11 NEW SCOREBOARD. SEE DETAILS 01/CS502 AND 02/CS502 FOR

COLUMN INSTALLATION AND SCOREBOARD MOUNTING

60'30'

G01

G02

G10

G02

G02G03 G04

G03 G04

G05

G06

G07

G08

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

D R

B Y:

D B

H T

C H

D B

. M C

C O

N N

D O

U S

E D

D R

L U

G P

E, K Y

T, C

I, O H

-F

-0

O N

D T

CERTIFIED FINAL SUBMITTAL

L, K Y

E D

C O

O N

S O

C C

-1 0-

G09

G06

G11

N U

D A

T E

M A

R K

D E

S C

T A

S U

B M

A L

-1

-2

2Q R

Pl an s-

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

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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 (TYP UON)

10'-0" MAX SPACING

3'-0" GATE HINGE WITH OPPOSING

BARREL PINS. SEE DETAILS

THIS SHEET (TYP UON)

GATE POST (TYP UON)

3'-0" 1'-0"

COMPACT SAND

1" DIA PVC PIPE 3

8" DIA TRUSS

ROD (TYP UON)

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 (TYP UON)

POST CAP

TOP RAIL OR TENSION WIRE

BRACE RAILS3

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

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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

TENSION WIRE

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

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ANGLE IRON

NOTES:

1. ANGLE IRONS TO BE GALVANIZED L8 X 4 X 1/2

2. THRU BOLTS TO BE GALVANIZED 1" DIAMETER

3. COLUMNS TO BE 12" NOMINAL SIZE, SCHEDULE 80 GALVANIZED

STEEL PIPE WITH TOP AND BOTTOM CLOSURE PLATES.

6 3/8"8"

12.0'

CENTERLINE

27'-6"

6'-0"

MIN

18'-6"

36" DIA

3" CLR

4" CLR

3" MIN

12" MAX

4" CLR

N.T.S.

SCOREBOARD COLUMN INSTALLATION01

CS502

N.T.S.

SCOREBOARD MOUNTING DETAIL02

CS502

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DUST CONTROL DEFINITION

CONTROL OF FUGITIVE DUST AT CONSTRUCTION SITES THAT RESULTS

FROM GRADING, DEMOLITION, HAULING AND TRAFFIC

DESCRIPTION AND PURPOSE

DUST IS GENERATED BY VEGETATION REMOVAL PLUS WIND OR

MECHANICAL MOVEMENT OF SOIL. DUST MAY INCLUDE SILTY SOILS, FINE

SANDS AND CLAYS. CONTROLS MEASURES PREVENT SIGNIFICANT

MOVEMENT OF SOIL AND ATTACHED POLLUTANTS.

POLLUTANT CONTROLLED: AIRBORNE SOIL PARTICLES (SUSPENDED

SOLIDS) AND ATTACHED CHEMICALS, INCLUDING NUTRIENTS, PESTICIDES,

METALS.

TREATMENT MECHANISMS

· COVER BARE SOILS AND AND OTHER LOOSE PARTICLES

· BIND PARTICLES (WATER, CHEMICALS, ADHESIVES)

· GOOD HOUSEKEEPING (SWEEPING OR OTHER REMOVAL OF FREE

PARTICULATES)

· CONTROL, BLOCK, OR REDUCE WIND

· CONFINE OR RESTRICT VEHICLES AND EQUIPMENT

COMPANION AND ALTERNATIVE BMPS

· ACCESS ROAD

· CONSTRUCTION STAGING AND SCHEDULING

· CRITICAL AREA STABILIZATION

· DUNE/SAND STABILIZATION

· MULCHING

· SEEDING/VEGETATION

· STREET SWEEPING

ADVANTAGES AND DISADVANTAGES

ADVANTAGES

· MANY PRACTICES ALSO PROVIDE SOIL EROSION AND

SEDIMENTATION CONTROL

· WIDELY APPLICABLE, EASY TO APPLY, AND MANY OPTIONS

· MULTIPLE BENEFITS: PRESERVES VISIBILITY AND NUISANCE

CONDITIONS ON WORKSITES; PROTECTS HEALTH, EQUIPMENT, AND

NEIGHBORING PROPERTY; AND MAINTAINS SOIL STRUCTURE AND

TEXTURE FOR VEGETATION ESTABLISHMENT.

DISADVANTAGES

· CONTROLS THAT MAY CAUSE WATER POLLUTION ARE NOT WELL

REGULATED. USED OIL AND BRINE WASTES ARE STILL USED TODAY IN

MANY AREAS BECAUSE OF AVAILABILITY AND LACK OF KNOWLEDGE

OR CONCERN ABOUT ENVIRONMENTAL IMPACTS.

· REPEAT APPLICATION IS REQUIRED. PLAIN WATER IS CHEAP, READILY

AVAILABLE, AND ENVIRONMENTALLY BENIGN, BUT APPLICATIONS

DAILY OR MORE FREQUENTLY INCREASE LABOR AND FUEL COSTS

· SOME AGENTS REDUCE SOIL PERMEABILITY AND INCREASE RUNOFF

RATE AND VOLUME

· CHEMICALS MAY BE EXPENSIVE OR BE USEFUL ONLY ON SPECIFIC

SOIL TYPES.

· POLYACRYLAMIDE (PAM) CAN BE VERY EFFECTIVE BUT USERS

SHOULD BE AWARE OF DISADVANTAGES

· EACH FORMULA MUST BE MATCHED TO A SPECIFIC SOIL TYPE

· OVERUSE CAN CLOG SOIL AND REDUCE INFILTRATION

· DOES NOT WORK ON COARSE SOILS

· NOT EFFECTIVE IF THERE IS SNOW COVER

· MANY MATERIALS OR METHODS REQUIRE UNIQUE EQUIPMENT TO

APPLY

· WINDBREAKS REQUIRE SPACE AND THEY ONLY WORK WHEN THE

WIND IS FROM ONE DIRECTION

· CHLORIDES INHIBIT VEGETATIVE GROWTH SO THEY SHOULD NOT BE

APPLIED WHERE VEGETATION WILL BE PLANTED

· LIGNINS ARE STICKY SO THEY ARE TRACKED INTO BUILDINGS AND

ONTO PAVED ROADS

· TARPS AND HARD COVERS DO NOT ALLOW VEHICLE TRAFFIC

LOCATION

· UNPAVED ROADS AND OTHER AREAS WHERE SOILS ARE BARE

(CONSTRUCTION, DEMOLITION, MINING, FORESTRY, SOIL

STOCKPILES)

· AREAS OF FINE, NON-ORGANIC SOILS

· OPEN AREAS LACKING WINDBREAKS

· WHERE VEHICLE TRAFFIC IS HEAVY, SUCH AS ENTRANCES TO

CONSTRUCTION AND DEMOLITION SITES

· WHERE NEARBY SURFACE WATERS CAN BE CONTAMINATED WITH

DUST

· WHERE “BUILT-UP” AREAS ADJACENT TO PROJECT SITE

GENERAL CHARACTERISTICS

· OFTEN SPRAYED ON AS A LIQUID WHERE VEHICLES TRAVEL

· SOLID MATERIALS SUCH AS TARPS MAY BE USED FOR TEMPORARY

COVERS OF STOCKPILES AND OTHER AREAS WHERE VEHICLE TRAFFIC

DOES NOT OCCUR

· NOT USUALLY REQUIRED IN WINTER WHEN SOILS ARE FROZEN OR

DURING SPRING THAW WHEN SOILS ARE CONTINUOUSLY MUDDY OR

MOIST

· NO SINGLE DUST CONTROL AGENT IS PERFECT FOR ALL SITES

MATERIALS

· WATER BINDS SOILS BY MOISTENING

· CHLORIDES DRAW MOISTURE FROM THE AIR TO MAKE SOILS SELF

DAMPENING. THESE INCLUDE: CALCIUM CHLORIDE (FLAKE OR

LIQUID), MAGNESIUM CHLORIDE (LIQUID), AND SODIUM CHLORIDE

(TABLE SALT)

· LIGNIN SULFONATE IS A STICKY RESIN BY-PRODUCT FROM TREE PULP

WHICH IS MIXED WITH WATER AND SPRAYED ON AS A SOIL BINDER.

MARKETED BY SEVERAL COMMERCIAL NAMES

· POLYACRYLAMIDES (ANIONIC PAM) ARE LONG-CHAIN MOLECULES

THAT BIND FINE PARTICLES TOGETHER BY CHEMICAL ATTRACTION.

DO NOT USE CATIONIC PAM WHICH HAS AQUATIC TOXICITY

· VEGETABLE OIL PENETRATES THE SOIL SURFACE AND PROVIDES

BINDING. USUALLY SOYBEAN OIL

· MULCH RETAINS SOIL MOISTURE AND COVERS FINE LOOSE SOILS.

MULCHES INCLUDE ORGANIC SOILS AND COMPOST

· VEGETATION BINDS AND COVERS THE SOIL WHEN ESTABLISHED.

REGULAR WATERING DURING GERMINATION AND ALSO MULCH WILL

CONTROL DUST UNTIL VEGETATION IS ESTABLISHED

· WIND BARRIERS REDUCE THE VELOCITY AND EROSIVITY OF WIND.

THESE INCLUDE: SOLID BOARD FENCES, SNOW FENCING, BURLAP

FENCING, CRATE WALLS, HAY BALES

· THINNED LIQUID ASPHALTS, ASPHALT EMULSIONS AND WASTE OILS

RAISE ENVIRONMENTAL CONCERNS, AND SHOULD NOT BE USED

DESIGN SPECIFICATIONS

· IDENTIFY PERFORMANCE OBJECTIVES FOR DUST CONTROLS DURING

PROJECT DESIGN

· USE MULTIPLE DUST CONTROL METHODS AND/OR A PHASED

APPROACH WHERE NO ONE AGENT CAN MEET THE PERFORMANCE

OBJECTIVES

· MINIMIZE SOIL DISTURBANCE BY RETAINING GRASS, TREES AND

SHRUBS ON PROJECT SITES AS MUCH AS POSSIBLE, AND INSTALLING

ACCESS ROADS

· INSTALL IRRIGATION SYSTEMS AS A FIRST STEP WHERE DUST IS A

CONCERN AND SYSTEMS CAN BE PROTECTED FROM CONSTRUCTION

TRAFFIC

· ALLOW ADEQUATE SPACE FOR WIND BREAKS (CONSTRUCTION

BARRIERS). ACCOUNT FOR THE PREVAILING WIND DIRECTION, AND

PLACE BARRIERS PERPENDICULAR TO THE PREVAILING DIRECTION,

SPACED EVENLY AT INTERVALS OF ABOUT 15 TIMES THE HEIGHT OF

THE BARRIER

· BE PREPARED TO APPLY DUST CONTROLS WHEN SOIL DISTURBANCE

IS OCCURRING DURING HOT DRY MONTHS. FOR WATERING

WITHOUT AN IRRIGATION SYSTEM, A TRUCK AND DRIVER MUST BE

AVAILABLE AT ALL TIMES DURING DRY PERIODS

· ANIONIC PAM: ALWAYS TEST SOILS TO IDENTIFY THE APPROPRIATE

PAM PRODUCT

· COVERS/TARPS OVER TRUCKS AND STOCKPILES: PROVIDE ADEQUATE

COVER AND ANCHOR IT WELL AGAINST ALL POSSIBLE WIND EVENTS

· STREET SWEEPING: BRUSH TYPE SWEEPERS WET THE PAVEMENT

SURFACE TO REDUCE DUST MOVEMENT AND BIND IT TEMPORARILY

TO THE PAVEMENT. VACUUM TYPE SWEEPERS REMOVE FINE

PARTICLES AS WELL AS COURSE ONES.

· TRAVEL ON PAVED ROUTES AS MUCH AS POSSIBLE

· PERMANENTLY STABILIZE SOILS BY PAVING, VEGETATING, OR ADDING

OTHER LANDSCAPING AS SOON AS POSSIBLE

PERFORMANCE ENHANCERS

· FOR GRAVEL/DIRT ROAD SURFACES, GRADERS WITH EDGES THAT

ROUGHEN THE SOIL SURFACE AID INCORPORATION OF THE DUST

CONTROL AGENT

· PRE-WET ROADS AND EXPOSED SOILS TO IMPROVE EFFECTIVENESS

OF SOLID DUST CONTROLS (E.G., CALCIUM CHLORIDE)

CONSTRUCTION GUIDELINES

· WHEN LARGE AREAS REQUIRE DUST CONTROL FOR THE FIRST TIME,

TEST A SMALL AREA FIRST TO DETERMINE THE EFFECTIVENESS OF

AGENTS APPLIED TO SOILS.

· FOLLOW MANUFACTURER'S SPECIFICATION FOR WIND BARRIERS

AND AGENTS APPLIED TO SOILS

· TREAT AREAS EARLY IN THE DAY IF THEY APPEAR DRY AND DUSTY.

EARLY TREATMENT PREVENTS PROBLEMS…

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File details come from the government source that posted it. Updated Apr 14, 2023.