W912QR23B0002_Plans-0000.pdf

PDF 24 MB Posted Apr 14, 2023

Attached to: Baseball/Softball Field
Solicitation number: W912QR23B0002
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for the construction of a baseball/softball field at Fort Campbell. The solicitation number is W912QR23B0002 and is being conducted by the Department of the Army Corps of Engineers Engineering District Louisville. Bids must be submitted electronically by the date and time outlined in the solicitation to Andrew.J.Fleming@usace.army.mil and will be opened telephonically via a conference call where the names and bids of submitting contractors will be read aloud along with the independent government estimate. The bid abstract will then be posted to the SAM website.

View the file

Other files

File	Type	Posted
Ft. Campbell Baseball Softball Bid Opening Results_.docx	DOCX document	Jul 25, 2023
W912QR23B0002_Specs-0005.pdf	PDF	Jul 13, 2023
W12QR23B0002-0004.pdf	PDF	Jul 6, 2023
W912QR23B0002_Plans-0003.pdf	PDF	Jun 26, 2023
W912QR23B0002_Specs-0003.pdf	PDF	Jun 26, 2023
W912QR23B0002-0002.pdf	PDF	Jun 16, 2023
Sign Atten. Roster DBB Competition Baseball_Softball Field.pdf	PDF	May 16, 2023
W912QR23B0002-0001.pdf	PDF	May 12, 2023
Sign Atten. Roster DBB Competition Baseball_Softball Field.pdf	PDF	May 12, 2023
W912QR23B0002_Specs-0000.pdf	PDF	Apr 14, 2023

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US Army Corps of Engineers ®

SHEET ID

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2 3 4 5 6 7 8 9 10

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

V E

R S

H E

E T

D O

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V A

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CERTIFIED FINAL SUBMITTAL

F O

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B E

L L K

LOUISVILLE DISTRICT

20-F-0088

10 JANUARY 2022

DODEA - VARIOUS DESIGNS

FORT CAMPBELL, KY

VICINITY MAP LOCATION MAP

PROJECT

LOCATION

PACKAGE A

COMPETITION BASEBALL & SOFTBALL FIELDS

P A

C K

A G

E A

O M

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-1

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DRAWING INDEX - PACKAGE A

NO TITLE

CURRENT

ISSUE

GENERAL

G-000 COVER SHEET 1

CIVIL

C-001 GENERAL NOTES 1

C-002 HAUL ROUTE 1

VF100 EXISTING CONDITIONS 1

CD100 DEMOLITION PLAN 1

CS100 SITE PLAN 1

CS101 DIMENSION PLAN 1

CS102 COORDINATE PLAN

CU100 UTILITY PLAN 1

CU101 PROFILES 1

CG100 GRADING AND EROSION CONTROL 1

CG101 GRADING AND EROSION CONTROL 1

CS500 DETAILS 1

CS501 DETAILS 1

CS502 DETAILS 1

CS503 DETAILS 1

CS504 DETAILS 1

CS505 EXISTING IRRIGATION DEMOLIITON 1

CS506 IRRIGATION SYSTEM 1

DC500 DUST CONTROL NOTES 1

STRUCTURAL

S-001 GENERAL NOTES 1

S-101 FIELD HOUSE 1

ARCHITECTURE

A-101 PLANS, ELEVATIONS & DETAILS 1

MECHANICAL

M-101 MECHANICAL FLOOR PLANS 1

ELECTRICAL

E-001 SYMBOLS, ABBREVIATION &

GENERAL NOTES

ES101 SITE ELECTRICAL PLAN 1

E-101 MECHANICAL POWER PLANS 1

E-601 SCHEDULES 1

01-10-22

P2 509895

G-001

2Q R

Pl an s-

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

14 April 2023

W912QR23B0002

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% OF 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 PLANS INCLUDING ALL NOTES, FORT CAMPBELL 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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Pl an s-

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

C-002

L R

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US Army Corps of Engineers ®

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INDIANA AVE.

MORGAN RD. 42

BASTOGNE AVE.

FORT CAMPBELL BLVD

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

GATE 7

C O

N R

ILDER RD.

GAT

T R

D .M

ORG

R D.

ANTICIPATED

HAUL ROUTE

SITE

N E

1500'0 750'

P2 N

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Pl an s-

Control Point 10103Control Point 10203

SAN

BFOC(B)

BT(B)

G (B)

BE(B)

W (B)

W(B)

BT(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

11" Pine

15" Pine

16" Pine

18" Pine

19" Pine

21" Pine

22" Pine

22" Deciduous

26" Deciduous

28" Deciduous

STORM MANHOLE

TOP EL = 517.14'

INV EL = 501.09' (N) 78" CMP

INV EL = 501.03' (S) 78" CMP

STORM INLET

GRATE EL = 518.40'

INV EL (S) = UNKNOWN (18" RCP)

INV EL (N) = 515.58' SIZE UNKNOWN

INV EL (NE) = ELEV. AND SIZE UNKNOWN

INV EL (SE) = UKNOWN (78" CMP)

INV EL (NW) = UKNOWN (78" CMP)

STORM HEADWALL

TOP EL = 528.56'

INV EL = 526.29' 18" RCP

STORM HEAD ALL

TOP EL = 528. '

INV EL = 526.1 18" RCP

SOFTBALL

DUGOUT CONCRETE PAD

W/ BLEACHERS

CONCRETE

PAD W/

BLEACHERS

CONCRETE

PAD W/

BLEACHERS

BASEBALL

DUGOUT

BASEBALL

D U

G O

U T

PRESS BOX

& RESTROOMS

FTBALL

D U

G O

U T

BLDG

BURIED

ELECT. LINE

LIGHT POLE

(TYP.)

BURIED

ELECTRICAL

CONDUIT

BURIED

ELECT. LINE

EQUIPMENT

SHEDS

EX. CHAINLINK

FENCE LINE

EX. CHAINLINK

FENCE LINE

SAN

BURIED

ELECTRICAL

CONDUIT

BURIED

ELECTRICAL

CONDUIT

DIRT

PILE

BURIED

WATER

LINES (TYP.)

BURIED GAS

LINE (TYP.)

BURIED FIBER OPTIC

LINES AND TELEPHONE

MANHOLE (TYP.)

OVERHEAD

ELECTRIC(TYP.)

BURIED

TELEPHONE

LINE

FIRE

HYDRANT

(TYP.)

X X

X X X X X X X

X X

X X X X X X

NCRETE SIDEW

ALK

ASPH

ALT

PAVEM

ASPHALT

PAVEMENT

BATTING CAGE W/CONC.

PAD & NETTING

BATTING CAGE W/CONC.

PAD & NETTING

CONC.

PAD

CONC. SIDEW

ALK

DIRECTION ONLY

SANITARY MANHOLE

TOP EL = 520.50'

INV EL = 518.60' (N) 8" PVC

INV EL = 518.71' (SE) 8" PVC

SANITARY MANHOLE

TOP EL = 519.78'

NW INV EL = 519.63' 8" PVC

SE INV EL = 519.86' 8" PVC

DIRECTION ONLY

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT

POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

ASPH

ALT

PAVEM

ASPHALT

PAVEMENT

ASPH

ALT

PAVEM

O E

OEOEOEOEOEOEOE

O E

EX. CHAINLINK

BACKSTOP FENCE

BURIED

ELECT. LINE

SCORE

BOARD

SCORE

BOARD

BURIED

ELECTRICAL

BURIED

ELECT.

LINE

BURIED

ELECT.

LINE

BURIED

ELECT. LINE

OVERHEAD

ELECTRIC (TYP.)

BURIED GAS

LINE (TYP.)

BURIED

WATER

MAIN

BURIED FIBER

OPTIC LINES

(TYP.)

EX. CHAINLINK

FENCE LINE

EX. CHAINLINK

FENCE LINE

EX. CHAINLINK

FENCE LINE

CONCRETE

BOLLARDS (TYP.)

OVERHEAD

ELECTRIC (TYP.)

BURIED

ELECTRICAL

WOOD

STEPS

PAVEMENT

STRIPING

WARM UP MOUND

& CATCHER AREA

CMU

PUMP

HOUSE

STORM INLET

GRATE EL = 518.40'

INV EL = 513.95 (N) 18" RCP

INV EL = 513.59' (S) 18" RCP

BURIED

ELECTRICAL

CONDUIT

EX. CHAINLINK

FENCE LINE

WARM UP MOUND

& CATCHER AREA

LIGHT POLE

(TYP.)

EX. CHAINLINK

BACKSTOP FENCE

24" RCP (PIPE LOCATION

PER GIS, NOT FIELD VERIFIED)

TELECOMM

HANDHOLE

EX. FIELD

GOAL POST

EX. "H" STYLE

FIELD GOAL POST

518517

N = 838663.77' E = 1545991.79'

Elev. = 527.73'

US Army Corps of Engineers ®

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VF100NN

60'0 30'

G C

O N

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

P2 N

U M

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-

SAN

BFOC(B)

BT(B)

G (B)

BE(B)

E x

Ex Ex

BE(B)

W (B)

W(B)

BT(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

11" Pine

15" Pine

16" Pine

18" Pine

19" Pine

21" Pine

22" Pine

22" Deciduous

26" Deciduous

28" Deciduous

STORM MANHOLE

TOP EL = 517.14'

INV EL = 501.09' (N) 78" CMP

INV EL = 501.03' (S) 78" CMP

STORM INLET

GRATE EL = 518.40'

INV EL (S) = UNKNOWN (18" RCP)

INV EL (N) = 515.58' SIZE UNKNOWN

INV EL (NE) = ELEV. AND SIZE UNKNOWN

INV EL (SE) = UKNOWN (78" CMP)

INV EL (NW) = UKNOWN (78" CMP)

STORM HEADWALL

TOP EL = 528.56'

INV EL = 526.29' 18" RCP

STORM HEAD ALL

TOP EL = 528. '

INV EL = 526.1 18" RCP

SOFTBALL

DUGOUT CONCRETE PAD

W/ BLEACHERS

CONCRETE

PAD W/

BLEACHERS

CONCRETE

PAD W/

BLEACHERS

BASEBALL

DUGOUT

BASEBALL

D U

G O

U T

PRESS BOX

& RESTROOMS

FTBALL

D U

G O

U T

BLDG

BURIED

ELECT. LINE

LIGHT POLE

(TYP.)

BURIED

ELECTRICAL

CONDUIT

BURIED

ELECT. LINE

EQUIPMENT

SHEDS

EX. CHAINLINK

FENCE LINE

EX. CHAINLINK

FENCE LINE

SAN

BURIED

ELECTRICAL

CONDUIT

BURIED

ELECTRICAL

CONDUIT

DIRT

PILE

BURIED

WATER

LINES (TYP.)

BURIED GAS

LINE (TYP.)

BURIED FIBER OPTIC

LINES AND TELEPHONE

MANHOLE (TYP.)

OVERHEAD

ELECTRIC(TYP.)

BURIED

TELEPHONE

LINE

FIRE

HYDRANT

(TYP.)

X X

X X X X X X X

X X

X X X X X X

NCRETE SIDEW

ALK

ASPH

ALT

PAVEM

ASPHALT

PAVEMENT

BATTING CAGE W/CONC.

PAD & NETTING

BATTING CAGE W/CONC.

PAD & NETTING

CONC.

PAD

CONC. SIDEW

ALK

DIRECTION ONLY

SANITARY MANHOLE

TOP EL = 520.50'

INV EL = 518.60' (N) 8" PVC

INV EL = 518.71' (SE) 8" PVC

SANITARY MANHOLE

TOP EL = 519.78'

NW INV EL = 519.63' 8" PVC

SE INV EL = 519.86' 8" PVC

DIRECTION ONLY

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT

POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

ASPH

ALT

PAVEM

ASPHALT

PAVEMENT

ASPH

ALT

PAVEM

O E

OEOEOEOEOEOEOE

O E

EX. CHAINLINK

BACKSTOP FENCE

BURIED

ELECT. LINE

SCORE

BOARD

SCORE

BOARD

BURIED

ELECTRICAL

BURIED

ELECT.

LINE

BURIED

ELECT.

LINE

BURIED

ELECT. LINE

OVERHEAD

ELECTRIC (TYP.)

BURIED GAS

LINE (TYP.)

BURIED

WATER

MAIN

BURIED FIBER

OPTIC LINES

(TYP.)

EX. CHAINLINK

FENCE LINE

EX. CHAINLINK

FENCE LINE

EX. CHAINLINK

FENCE LINE

CONCRETE

BOLLARDS (TYP.)

OVERHEAD

ELECTRIC (TYP.)

BURIED

ELECTRICAL

WOOD

STEPS

PAVEMENT

STRIPING

WARM UP MOUND

& CATCHER AREA

CMU

PUMP

HOUSE

STORM INLET

GRATE EL = 518.40'

INV EL = 513.95 (N) 18" RCP

INV EL = 513.59' (S) 18" RCP

BURIED

ELECTRICAL

CONDUIT

EX. CHAINLINK

FENCE LINE

WARM UP MOUND

& CATCHER AREA

LIGHT POLE

(TYP.)

EX. CHAINLINK

BACKSTOP FENCE

24" RCP (PIPE LOCATION

PER GIS, NOT FIELD VERIFIED)

TELECOMM

HANDHOLE

EX. FIELD

GOAL POST

EX. "H" STYLE

FIELD GOAL POST

N = 838663.77' E = 1545991.79'

Elev. = 527.73'

CD100NN

60'0 30'

N P

D01 REMOVE EXISTING BASEBALL FIELD CMU DUGOUT AND CONCRETE SLAB

D02 REMOVE EXISTING CONCRETE SLAB FOR BLEACHERS. BLEACHERS TO BE

SALVAGED AND REINSTALLED IN NEW LOCATION SHOWN ON SHEET CS100

D03 REMOVE PITCHER AND CATCHER WARM-UP AREA

D04 REMOVE EXISTING BASEBALL/SOFTBALL FIELD FENCING

D05 REMOVE EXISTING DUGOUT PROTECTION FENCING

D06 REMOVE EXISTING BASEBALL BACKSTOP FENCING AND POSTS

D07 REMOVE EXISTING PITCHERS MOUND, BASES AND ALL FIELD LINE WORK

D08 REMOVE EXISTING SOFTBALL BACKSTOP FENCING AND POSTS

D09 REMOVE EXISTING DIRT PILE

D10 REMOVE EXISTING SPRINKLER SYSTEM PIPING. SEE DETAIL SHEET CS505

FOR ORIGINAL DESIGN PLAN LAYOUT BY JOHN DEERE LANDSCAPES

D01

DRAWING NOTES

D01

D02

D03

D05

D04

D06

D05

D07

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

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C O

N N

D O

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D R

L U

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E, K Y

T, C

I, O H

P2 N

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CERTIFIED FINAL SUBMITTAL

L, K Y

E A

C O

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D S

-1 0-

BASEBALL FIELD

SOFTBALL FIELD

D08

D04

D09

D10

P2 N

U M

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-

11" Pine

16" Pine

19" Pine

26" Deciduous

SOFTBALL

DUGOUT CONCRETE PAD

W/ BLEACHERS

PRESS BOX

& RESTROOMS

FTBALL

D U

G O

U T

BLDG

EQUIPMENT

SHEDS

NCRETE SIDEW

ALK

ASPHALT

PAVEMENT

BATTING CAGE W/CONC.

PAD & NETTING

BATTING CAGE W/CONC.

PAD & NETTING

CONC.

PAD

CONC. SIDEW

ALK

ASPH

ALT

PAVEM

ASPHALT

PAVEMENT

SCORE

BOARD

SCORE

BOARD

CONCRETE

BOLLARDS (TYP.)

EX. FIELD

GOAL POST

BURIED VERTICAL

ROUND WOODEN

POSTS

EX. "H" STYLE

FIELD GOAL POST

N = 838663.77' E = 1545991.79'

Elev. = 527.73'

CS100

BASEBALL FIELD

SOFTBALL FIELD

60'0 30'

DRAWING NOTES

C01 NEW 5' 6" CONCRETE SIDEWALK. SEE LIGHT DUTY CONCRETE PAVEMENT

DETAIL 04/CS5001

C02 NEW 48' X 8' PREFABRICATED DUGOUT. SEE SPECIFICATION 116500 FOR

ADDITIONAL DUGOUT INFORMATION

C03 NEW 18' X 30' CONCRETE BLEACHER PAD FOR SOFTBALL FIELD

SEE HEAVY DUTY CONCRETE DETAIL 04/CS501

C04 NEW 10 ROW, 15' WIDE, 100 SEAT ALUMINUM BLEACHERS. BLEACHERS TO

HAVE SIDE AND REAR SAFETY CHAINLINK FENCING AND SHALL MATCH

EXISTING SOFTBALL FIELD BLEACHERS

C05 NEW 80.5' LONG X 12' WIDE FENCED IN BASEBALL PITCHER AND CATCHER

WARM-UP AREA. WARM-UP AREA TO HAVE BLACK VINYL COATED 7' TALL

CHAINLINK FENCE ALL AROUND. SEE DETAIL 04/CS503

C06 NEW 15' DIRT WARNING TRACK. SEE SPECIFICATION 116500 FOR ADDITIONAL

INFORMATION ON DIRT COMPOSITION MIXTURE TYPE

C07 NEW BLACK VINYL COATED CHAIN LINK BASEBALL FIELD BACKSTOP WITH

OVERHANG. SEE SPECIFICATION 116500 FOR ADDITIONAL BACKSTOP

INFORMATION

C08 NEW BASEBALL FIELD LAYOUT. SEE BASEBALL FIELD DETAIL 03/CS500 FOR

DIMENSIONING AND LINE WORK

C09 NEW SOFTBALL FIELD LAYOUT. SEE SOFTBALL FIELD DETAIL 02/CS500 FOR

DIMENSIONING AND LINE WORK

C10 NEW SOD FOR BASEBALL FIELD, SOFTBALL FIELD AND ALL OTHER

DISTURBED AREAS. SEE SOD PLACEMENT DETAIL 03/CS502.

SEE SOD SPECIFICATION 32 92 00 FOR SOD SPECIES AND INSTALLATION

C11 NEW 7' TALL VINYL COATED CHAIN LINK FENCING. SEE CHAIN LINK FENCE

DETAIL 01/CS504

C12 NEW VINYL COATED CHAIN LINK DUGOUT FENCING PROTECTION. FENCING

TO EXTEND FULL HEIGHT ACROSS FACE OF BASEBALL DUGOUT. DUGOUT

SHOULD HAVE 3' WIDE ACCESS OPENING AT EITHER END. SEE

SPECIFICATION 116500 FOR ADDITIONAL DUGOUT INFORMATION

C13 NEW 10' TALL VINYL COATED CHAIN LINK FENCING. 10' FENCING TO EXTEND

FROM NORTHWEST BASEBALL OUTFIELD FOUL POLE TO NORTHEAST

BASEBALL OUTFIELD FOUL POLE. SEE CHAIN LINK FENCE DETAIL 01/CS504

C14 PRIOR TO SETTING OF PRE-FABRICATED DUGOUT, INSTALL A HEAVY DUTY

CONCRETE PAD. PAD SHALL BE LEVEL TO ENSURE PROPER INSTALLATION.

SEE HEAVY DUTY CONCRETE PAD DETAIL 04/CS501

C15 NEW SINGLE 4' WIDE VINYL COATED CHAIN LINK FENCE ACCESS DOOR. SEE

SINGLE SWING GATE DETAIL 02/CS504

C16 NEW 48 SPOT GRAVEL PARKING LOT. SEE GRAVEL DETAIL 03/CS503

C17 BASEBALL PITCHERS MOUND. SEE DETAIL05/CS500 FOR DIMENSIONING,

SLOPE AND PITCHER'S RUBBER PLACEMENT

C18 NEW 57' LONG X 12' WIDE FENCED IN SOFTBALL PITCHER AND CATCHER

WARM-UP AREA. WARM-UP AREA TO HAVE BLACK VINYL COATED 7' TALL

CHAINLINK FENCE ALL AROUND. SEE DETAIL 05/CS503

C19 NEW 21' X 20' CONCRETE BLEACHER PAD FOR BASEBALL FIELD

SEE HEAVY DUTY CONCRETE DETAIL 04/CS501. AFTER SLAB IS CURED,

EXISTING BASEBALL BLEACHERS CAN BE RESET

C20 NEW DOUBLE 4' WIDE VINYL COATED CHAIN LINK FENCE ACCESS DOOR. SEE

DOUBLE SWING GATE DETAIL 01/CS503

C21 NEW 30' TALL PROTECTIVE NETTING. NETTING SHALL EXTEND FROM TOP OF

CHAIN LINK FENCE TO A HEIGHT OF 30'. NETTING CROSSING OVER TOP OF

DUGOUTS SHALL BE SUPPORTED BY POLES ON EITHER SIDE WITH THE

NETTING BOTTOM FASTENED TO TOP OF DUGOUT WITH EYE BOLTS

C22 NEW 10' SIDELINE DIRT WARNING TRACK. SEE SPECIFICATION 116500 FOR

ADDITIONAL INFORMATION ON DIRT COMPOSITION MIXTURE TYPE

C23 NEW VINYL COATED CHAIN LINK SOFTBALL FIELD BACKSTOP WITH

OVERHANG. SEE SPECIFICATION 116500 FOR ADDITIONAL BACKSTOP

INFORMATION

C24 NEW BASEBALL/SOFTBALL INFIELD BASES. SEE SPECIFICATION 116500 FOR

ADDITIONAL 1ST, 2ND AND 3RD BASE STYLE INFORMATION

C25 NEW HOME PLATE. SEE SPECIFICATION 116500 FOR ADDITIONAL HOME

PLATE STYLE INFORMATION

C01

C02

C03 C04

C05

C06

C07

C09

C08 C10

C10

C22

C11

C12

C11

C12

C11

C15

C16

C20

C17

C15

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

P2 N

U M

CERTIFIED FINAL SUBMITTAL

L, K Y

E A

C O

O N

D S

-1 0-

C18

C18 C01 C15

C15

C19

C21

C17 C17

C11

C06

C22

C06

C22

C11

C13

C21

C23 C17

C24

C25

C24 C26

C26

C27

C28

C15

C26 NEW BASEBALL/SOFTBALL PITCHERS RUBBER. SEE SPECIFICATION 116500 FOR

PITCHERS RUBBER STYLE

C27 NEW BASEBALL/SOFTBALL INFIELD DIRT AREA. SEE SPECIFICATION 116500 FOR

DIRT COMPOSITION MIXTURE TYPE

C28 BASEBALL/SOFTBALL OUTFIELD 6' TALL GROMMETTED FENCE PADDING.

SEE SPECIFICATION 116500 FOR ADDITIONAL FENCE PADDING INFORMATION

C29 NEW 20' TALL FOUL POLE. SEE SPECIFICATION 116500 FOR ADDITIONAL FOUL POLE

INFORMATION

C30 NEW FLAGPOLE WITH 8' DIAMETER CIRCULAR CONCRETE BASE. BASE TO EXTEND

8" ABOVE FINISHED GRADE. FLAGPOLE HEIGHT TO BE 30'. POLE TO HAVE

SATIN/STAINLESS STEEL COLOR WITH A MATCHING ROUNDED BALL TOPPER

C31 NEW ROUNDED SAFETY FENCE TOP. SAFETY TOP TO RUN ALONG TOP OF ALL 7'

TO 10' CHAIN LINK FENCING. SEE SPECIFICATION 116500 FOR ADDITIONAL SAFETY

FENCE TOP INFORMATION

C29

C30

C31

C31 C31

C31

C14

C20

C15

C21

C12

P2 N

U M

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-

15" Pine

16" Pine

18" Pine

19" Pine

21" Pine

26" Deciduous

SOFTBALL

DUGOUT CONCRETE PAD

W/ BLEACHERS

PRESS BOX

& RESTROOMS

FTBALL

D U

G O

U T

BLDG

EQUIPMENT

SHEDS

NCRETE SIDEW

ALK

ASPH

ALT

PAVEM

ASPHALT

PAVEMENT

BATTING CAGE W/CONC.

PAD & NETTING

BATTING CAGE W/CONC.

PAD & NETTING

CONC.

PAD

CONC. SIDEW

ALK

ASPH

ALT

PAVEM

ASPHALT

PAVEMENT

SCORE

BOARD

SCORE

BOARD

CONCRETE

BOLLARDS (TYP.)

EX. FIELD

GOAL POST

BURIED VERTICAL

ROUND WOODEN

POSTS

EX. "H" STYLE

FIELD GOAL POST

N = 838663.77' E = 1545991.79'

Elev. = 527.73'

' 43.7'

10.0'

235.0'

93.7' 62.6'

21.0' 8.0'

47.8'10.0'

23.2'

80.5'

12.0'

80.5'

12.0'

42.0' 31.0'

18.0'

24.0'

24.0' 9.0'

108.0'

95.7'

120.0'

40.5'

47.4'

113.7'116.9'

3.0' 15.0'

.0'

19.4'

57.0' 21.3'

5.5'

8.0'

133.7'

164°' 165°'

152°'

165°'

164°'

102.0'

21.0'

176°'

5.5'

22.6'

235.0'

5.5'

5.0'

5.5'

10.0'

45.0'

81.5'

162.0'

57.0'

310.0'

200.0'10.0' 23.0'

125.7'

26.4'

7°

152°'

15.3'

23.4'

14.0'

15.3'

88.0'

80.2'

88.0'

80.2'

71.4'

112.3'

71.4' 15.1' 17.4'

25.0'

55.4'

48.0'

31.0'

176°'

43.7'

5.5' 5.5'

12.0'

65.5' 5.5'

CS101

O N

BASEBALL FIELD

SOFTBALL FIELD

60'0 30'

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

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D R

L U

G P

E, K Y

T, C

I, O H

P2 N

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CERTIFIED FINAL SUBMITTAL

L, K Y

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C O

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D S

-1 0-

R5.0'

R3.0

R 3.

R3.0'

P2 N

U M

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-

15" Pine

16" Pine

18" Pine

19" Pine

21" Pine

26" Deciduous

SOFTBALL

DUGOUT CONCRETE PAD

W/ BLEACHERS

PRESS BOX

& RESTROOMS

FTBALL

D U

G O

U T

BLDG

EQUIPMENT

SHEDS

NCRETE SIDEW

ALK

ASPH

ALT

PAVEM

ASPHALT

PAVEMENT

BATTING CAGE W/CONC.

PAD & NETTING

BATTING CAGE W/CONC.

PAD & NETTING

CONC.

PAD

CONC. SIDEW

ALK

ASPH

ALT

PAVEM

ASPHALT

PAVEMENT

SCORE

BOARD

SCORE

BOARD

CONCRETE

BOLLARDS (TYP.)

EX. FIELD

GOAL POST

BURIED VERTICAL

ROUND WOODEN

POSTS

EX. "H" STYLE

FIELD GOAL POST

N = 838663.77' E = 1545991.79'

Elev. = 527.73'

N 838479.64 E 1545708.35

N 838367.66 E 1545700.24

N 838357.76 E 1545704.71

N 838352.81 E 1545693.79

N 838300.89 E 1545717.29

N 838305.84 E 1545728.23

N 838281.35 E 1545739.31

N 838540.55 E 1545802.66

N 838547.12 E 1545889.05

N 838568.46 E 1545826.72

N 838572.79 E 1545883.56

N 838560.84 E 1545884.53

N 838556.50 E 1545827.63

N 838577.85 E 1545877.65

N 838572.37 E 1545878.07

N 838573.18 E 1545909.70

N 838576.10 E 1545921.33

N 838595.77 E 1545916.40

N 838625.75 E 1546007.03

N 838629.55 E 1546094.95

N 838610.46 E 1546180.85

N 838553.27 E 1546247.74

N 838480.73 E 1546297.55

N 838390.27 E 1546328.06

N 838495.12 E 1545929.37

N 838498.03 E 1545940.94

N 838476.35 E 1545925.38

N 838478.28 E 1545930.54

N 838406.60 E 1545957.37

N 838402.61 E 1545940.87

N 838361.50 E 1545945.33

N 838368.32 E 1545973.52

N 838366.49 E 1545965.95

N 838367.85 E 1545971.56 N 838344.16

E 1545969.76

N 838343.88 E 1545964.22

N 838317.94 E 1545968.85 N 838311.45 E 1545970.00

N 838305.38 E 1545945.79

N 838315.03 E 1545943.18

N 838312.10 E 1545932.34

N 838291.74 E 1545937.45

N 838290.70 E 1545955.92

N 838296.16 E 1545955.09

N 838296.83 E 1545972.61

N 838269.92 E 1545989.44

N 838265.66 E 1545966.25 N 838252.80

E 1546023.74 N 838232.11

E 1546034.16

N 838224.05 E 1546009.42N 838216.93

E 1546005.90

N 838236.52 E 1545966.51

N 838244.56 E 1545970.49

N 838230.21 E 1546098.22

N 838179.06 E 1545996.63

N 838230.80 E 1545891.83

N 838309.82 E 1545871.78

N 838311.41 E 1545856.78

N 838293.67 E 1545857.84

N 838273.05 E 1545863.06

N 838267.71 E 1545864.36

N 838250.05 E 1545868.89

N 838241.33 E 1545871.10

N 838136.64 E 1545897.64

N 838107.15 E 1545781.32

N 838211.84 E 1545754.78

N 838229.32 E 1545771.52

N 838298.36 E 1545930.11

N 838288.80 E 1545891.98

N 838241.13 E 1546065.44

N 838228.09 E 1546039.53

N 838261.61 E 1546055.13

N 838266.18 E 1546057.76

N 838350.65 E 1546234.01

N 838339.59 E 1546238.67

N 838308.33 E 1546164.49N 838299.02

E 1546111.49

N 838435.95 E 1545915.58

N 838431.78 E 1545903.06

N 838270.15 E 1545765.04

N 838204.93 E 1545944.23

N 838204.63 E 1546047.42

N 838274.65 E 1545880.72

N 838272.58 E 1546076.88

N 838226.58 E 1545812.94

N 838121.89 E 1545839.48

N 838290.39 E 1545932.11

N 838405.27 E 1545964.07

N 838613.67 E 1545885.22

N 838614.98 E 1545890.56

N 838579.20 E 1545895.30

N 838573.80 E 1545896.88

N 838552.52 E 1545914.88

N 838328.08 E 1545925.71

N 838331.94 E 1545940.46

N 838346.90 E 1545949.36

N 838316.00 E 1545925.69

N 838319.34 E 1546159.86

N 838345.59 E 1545977.75

N 838306.17 E 1545984.76

N 838275.66 E 1545990.25

N 838256.91 E 1546027.83

N 838270.88 E 1546055.50

N 838292.96 E 1545784.63

N 838369.26 E 1546278.17

N 838539.69 E 1545899.23

N 838550.45 E 1545906.57N 838546.44

E 1545880.05

CS102

C O

O R

BASEBALL FIELD

SOFTBALL FIELD

60'0 30'

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

P2 N

U M

CERTIFIED FINAL SUBMITTAL

L, K Y

E A

C O

O N

D S

-1 0-

P2 N

U M

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-

SAN

BFOC(B)

G (B)

BE(B)

E x

Ex Ex

BE(B)

W (B)

W(B)

BT(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BT(B)BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

11" Pine

15" Pine

16" Pine

18" Pine

19" Pine

21" Pine

26" Deciduous

STORM MANHOLE

TOP EL = 517.14'

INV EL = 501.09' (N) 78" CMP

INV EL = 501.03' (S) 78" CMP

STORM INLET

GRATE EL = 518.40'

INV EL (S) = UNKNOWN (18" RCP)

INV EL (N) = 515.58' SIZE UNKNOWN

INV EL (NE) = ELEV. AND SIZE UNKNOWN

INV EL (SE) = UKNOWN (78" CMP)

INV EL (NW) = UKNOWN (78" CMP)

STORM HEADWALL

TOP EL = 528.56'

INV EL = 526.29' 18" RCP

STORM HEADWALL

TOP EL = 528.29'

INV EL = 526.17' 18" RCP

SOFTBALL

DUGOUT CONCRETE PAD

W/ BLEACHERS

PRESS BOX

& RESTROOMS

FTBALL

D U

G O

U T

BLDG

BURIED

ELECT. LINE

LIGHT POLE

(TYP.)

BURIED

ELECTRICAL

CONDUIT

BURIED

ELECT. LINE

EQUIPMENT

SHEDS

SAN

BURIED

ELECTRICAL

CONDUIT

BURIED

ELECTRICAL

CONDUIT

DIRT

PILE

BURIED

WATER

LINES (TYP.)

BURIED GAS

LINE (TYP.)

BURIED FIBER OPTIC

LINES AND TELEPHONE

MANHOLE (TYP.)

OVERHEAD

ELECTRIC(TYP.)

BURIED

TELEPHONE

LINE

FIRE

HYDRANT

(TYP.)

NCRETE SIDEW

ALK

ASPH

ALT

PAVEM

ASPHALT

PAVEMENT

BATTING CAGE W/CONC.

PAD & NETTING

BATTING CAGE W/CONC.

PAD & NETTING

CONC.

PAD

CONC. SIDEW

ALK

DIRECTION ONLY

INV EL = 518.60' (N) 8" PVC

INV EL = 518.71' (SE) 8" PVC

SANITARY MANHOLE

TOP EL = 519.78'

NW INV EL = 519.63' 8" PVC

SE INV EL = 519.86' 8" PVC

DIRECTION ONLY

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT

POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

LIGHT POLE

(TYP.)

ASPH

ALT

PAVEM

ASPHALT

PAVEMENT

ASPH

ALT

PAVEM

O E

OEOEOEOEOEOEOE

O E

BURIED

ELECT. LINE

SCORE

BOARD

SCORE

BOARD

BURIED

ELECTRICAL

BURIED

ELECT.

LINE

BURIED

ELECT.

LINE

BURIED

ELECT. LINE

OVERHEAD

ELECTRIC (TYP.)

BURIED GAS

LINE (TYP.)

BURIED

WATER

MAIN

BURIED FIBER

OPTIC LINES

(TYP.)

CONCRETE

BOLLARDS (TYP.)

OVERHEAD

ELECTRIC (TYP.)

BURIED

ELECTRICAL

PAVEMENT

STRIPING

CMU

PUMP

HOUSE

STORM INLET

GRATE EL = 518.40'

INV EL = 513.95 (N) 18" RCP

INV EL = 513.59' (S) 18" RCP

BURIED

ELECTRICAL

CONDUIT

LIGHT POLE

(TYP.)

24" RCP (PIPE LOCATION

PER GIS, NOT FIELD VERIFIED)

TELECOMM

HANDHOLE

EX. FIELD

GOAL POST

BURIED VERTICAL

ROUND WOODEN

POSTS

EX. "H" STYLE

FIELD GOAL POST

N = 838663.77' E = 1545991.79'

Elev. = 527.73'

E E

W W

N 838546.01 E 1545823.42

N 838551.99 E 1545892.77

N 838631.70 E 1546050.91

N 838615.34 E 1546181.94

N 838518.88 E 1546276.20

N 838255.74 E 1546004.06

N 838264.70 E 1545978.36

N 838260.16 E 1545953.62

N 838147.30 E 1545955.01

N 838119.53 E 1545860.73

N 838152.84 E 1545814.46

N 838328.73 E 1545959.72

N 838297.87 E 1545947.53

N 838453.79 E 1545946.87

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

N U

CERTIFIED FINAL SUBMITTAL

L, K Y

E A

C O

O N

D S

-1 0-

U01 NEW 4" PVC UNDERDRAIN PIPING. SEE UNDERDRAIN DETAIL 04/CS500

U02 NEW CATCH BASIN. SEE CATCH BASIN DETAIL 02/CS503

U03 NEW PVC STORM PIPE. SEE DETAIL 05/CS501 FOR BACKFILL

REQUIREMENTS AND PROFILE 01/CU101

U04 CORE NEW HOLE INTO EXISTING MANHOLE FOR NEW STORM PIPE

U05 NEW 6" PVC UNDERDRAIN COLLECTOR STORM PIPE. SEE DETAIL

05/CS501 FOR BACKFILL REQUIREMENTS

U06 NEW DROP DOWN CONNECTION FROM 4" UNDERDRAIN TO 6" STORM

PIPE

U07 NEW UNDERGROUND ELECTRICAL POWER FEED TO SOFTBALL

SCOREBOARD. SEE ELECTRICAL PLANS FOR ADDITIONAL DETAILS

U08 RAISE EXISTING MANHOLE RIM TO BE FLUSH WITH PROPOSED GRADE

U09 NEW SPRINKLER SYSTEM. SEE SHEET CS506 FOR ADDITIONAL

INFORMATION

U10 NEW UNDERGROUND ELECTRICAL POWER FEED TO BASEBALL

SCOREBOARD. SEE ELECTRICAL PLANS FOR ADDITIONAL DETAILS

U11 NEW CONCRETE STORM PIPE. SEE DETAIL 05/CS501 FOR BACKFILL

REQUIREMENTS AND PROFILE 02/CU101

U12 NEW 1" SERVICE LINE TO HOSE BIB CONNECTOR LOCATED BEHIND

PITCHERS MOUNDS. SEE SHEET CS506 FOR ADDITIONAL INFORMATION

U01

CU100

DRAWING NOTES

60'0 30'

U01

U02

U01

U03

BASEBALL FIELD

SOFTBALL FIELD

U05

U06

U06 U06

U07

U08

U09

U02

U04 U03

U03

U02

U03

U02

U10

U11

U03

U02

U12

P2 N

U M

D A

T E

M A

R K

D E

S C

T A

S U

B M

A L

-1

-2

C O

N O

N U

2Q R

Pl an s-

EX. STORM MANHOLE

EX. TOP EL = 517.14'

PROP. TOP EL=518.38

INV EL = 501.09' (N) (78" CMP)

INV EL = 501.03' (S) (78" CMP)

PROP. 18" INV. = 505.31

CU101

STM. CB 122 - EX MH01

CU101

STM. CB 125 - CB 12602

CU101 STM. CB 130 - CB 13203

CU101

NOTE: IF THE FOOTBALL FIELD IMPROVEMENTS ARE CONSTRUCTED

FIRST, CATCH BASIN #135, CATCH BASIN #136, THE CONNECTION TO THE

EXISTING MANHOLE AND THE INTERCONNECTING STORM PIPES WILL

ALREADY BE COMPLETED. THEREFORE, THE CONTRACTOR SHALL

CONNECT THE BASEBALL FIELD STORM SYSTEM TO THE PREVIOUSLY

INSTALLED CATCH BASIN #135 AT THE INVERT SHOWN ABOVE.

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

N U

CERTIFIED FINAL SUBMITTAL

L, K Y

E A

C O

O N

D S

-1 0-

P2 N

U M

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-

W W

X X

XXXXXX

X X

SF SF

12216 526.63

MISC1 ST SHIPPING CONTAINER

12217 527.25

MISC1 SHIPPING CONTAINER

12218 526.16

MISC1 SHIPPING CONTAINER

12219 526.24

MISC1 CL SHIPPING CONTAINER

12220 526.34

CNPY1 ST WOOD SHED

12221 526.13

CNPY1 WOOD SHED

12238 524.59

CNPY1 WOOD SHED

12239 524.78

CNPY1 CL WOOD SHED12277

524.61

GT1 ST JPT 20683 6' CLF

12278 524.46

GT1 6' CLF

12297 533.62

STP1 ST STP2 ST WOOD

12299 533.59

STP1 WOOD

12300 533.62

STP2 WOOD

12429 519.76

MHSR

12216 526.63

MISC1 ST SHIPPING CONTAINER

12217 527.25

MISC1 SHIPPING CONTAINER

12218 526.16

MISC1 SHIPPING CONTAINER

12219 526.24

MISC1 CL SHIPPING CONTAINER

12220 526.34

CNPY1 ST WOOD SHED

12221 526.13

CNPY1 WOOD SHED

12238 524.59

CNPY1 WOOD SHED

12239 524.78

CNPY1 CL WOOD SHED12277

524.61

GT1 ST JPT 20683 6' CLF

12278 524.46

GT1 6' CLF

12297 533.62

STP1 ST STP2 ST WOOD

12299 533.59

STP1 WOOD

12300 533.62

STP2 WOOD

12760 524.85

STP2 WOOD

12761 524.87

STP2 WOOD

12762 533.60

STP2 STP1 WOOD

12429 519.76

MHSR

12786 522.86

12" METAL W/ TAPER

12216 526.63

MISC1 ST SHIPPING CONTAINER

12217 527.25

MISC1 SHIPPING CONTAINER

12218 526.16

MISC1 SHIPPING CONTAINER

12219 526.24

MISC1 CL SHIPPING CONTAINER

12220 526.34

CNPY1 ST WOOD SHED

12221 526.13

CNPY1 WOOD SHED

12238 524.59

CNPY1 WOOD SHED

12239 524.78

CNPY1 CL WOOD SHED12277

524.61

GT1 ST JPT 20683 6' CLF

12278 524.46

GT1 6' CLF

12297 533.62

STP1 ST STP2 ST WOOD

12299 533.59

STP1 WOOD

12300 533.62

STP2 WOOD

12760 524.85

STP2 WOOD

12761 524.87

STP2 WOOD

12762 533.60

STP2 STP1 WOOD

SAN

12429 519.76

MHSR

12786 522.86

12" METAL W/ TAPER

12760 524.85

STP2 WOOD

12761 524.87

STP2 WOOD

12762 533.60

STP2 STP1 WOOD

12786 522.86

12" METAL W/ TAPER

20668 524.99

GT1 FNC1 ST 6' CLF

20677 525.11

GT1 FNC1 ST 6' CLF

20682 524.44

GT1 6' CFL

20685 523.94

GT1 ST FNC2 ST 6' CFL

20686 524.00

GT1 FNC1 ST 6' CFL

20668 524.99

GT1 FNC1 ST 6' CLF

20677 525.11

GT1 FNC1 ST 6' CLF

20682 524.44

GT1 6' CFL

20685 523.94

GT1 ST FNC2 ST 6' CFL

20686 524.00

GT1 FNC1 ST 6' CFL

20668 524.99

GT1 FNC1 ST 6' CLF

20677 525.11

GT1 FNC1 ST 6' CLF

20682 524.44

GT1 6' CFL

20685 523.94

GT1 ST FNC2 ST 6' CFL

20686 524.00

GT1 FNC1 ST 6' CFL30198

522.24

BPZB2

30199 518.97

BPZB2

30200 520.02

BPZB2

30201 520.88

BPZB2

30206 521.27

BPZB2

30219 521.05

BPZB2 30220

521.15

BPZB2

30221 521.38

BPZB2

30271 522.04

BPZB1

30272 521.85

BPZB1

30273 522.08

BPZB1

30274 522.50

BPZB1

30275 523.07

BPZB1

30276 523.39

BPZB1

30277 523.26

BPZB1

30278 522.83

BPZB1

30283 522.63

BPZB1

30284 522.61

BPZB1

30198 522.24

BPZB2

30199 518.97

BPZB2

30200 520.02

BPZB2

30201 520.88

BPZB2

30206 521.27

BPZB2

30219 521.05

BPZB2 30220

521.15

BPZB2

30221 521.38

BPZB2

30271 522.04

BPZB1

30272 521.85

BPZB1

30273 522.08

BPZB1

30274 522.50

BPZB1

30275 523.07

BPZB1

30276 523.39

BPZB1

30277 523.26

BPZB1

30278 522.83

BPZB1

30283 522.63

BPZB1

30284 522.61

BPZB1

30198 522.24

BPZB2

30199 518.97

BPZB2

30200 520.02

BPZB2

30201 520.88

BPZB2

30206 521.27

BPZB2

30219 521.05

BPZB2 30220

521.15

BPZB2

30221 521.38

BPZB2

30271 522.04

BPZB1

30272 521.85

BPZB1

30273 522.08

BPZB1

30274 522.50

BPZB1

30275 523.07

BPZB1

30276 523.39

BPZB1

30277 523.26

BPZB1

30278 522.83

BPZB1

30283 522.63

BPZB1

30284 522.61

BPZB1

G (B)

BE(B)

E x

Ex Ex

E x

BE(B)

W (B)

W(B)

BT(B)

BFO

(B)

BFO

(B)

BFO

(B)

BT(B)BFO

(B)

BFO

(B)

11" Pine

16" Pine

18" Pine

19" Pine

26" Deciduous

SOFTBALL

DUGOUT CONCRETE PAD

W/ BLEACHERS

PRESS BOX

& RESTROOMS

FTBALL

D U

G O

U T

BLDG

EQUIPMENT

SHEDS

SAN

NCRETE SIDEW

ALK

ASPHALT

PAVEMENT

BATTING CAGE W/CONC.

PAD & NETTING

BATTING CAGE W/CONC.

PAD & NETTING

CONC.

PAD

CONC. SIDEW

ALK

ASPH

ALT

PAVEM

ASPHALT

PAVEMENT O

O E

OEOEOEOE

O E

SCORE

BOARD

SCORE

BOARD

CONCRETE

BOLLARDS (TYP.)

EX. FIELD

GOAL POST

BURIED VERTICAL

ROUND WOODEN

POSTS

EX. "H" STYLE

FIELD GOAL POST

518517

CG100

G R

G A

N D

E R

O N

C O

O L

GENERAL NOTES

1. THE EROSION CONTROL MEASURES INCLUDED IN THE STORM

WATER POLLUTION PREVENTION PLAN (GRADING/EROSION

CONTROL PLAN AND EROSION CONTROL DETAILS) SHALL BE

INSTALLED PRIOR TO INITIAL LAND DISTURBANCE ACTIVITIES OR

AS SOON AS PRACTICAL. SEDIMENT SHALL BE PREVENTED FROM

DISCHARGING FROM THE PROJECT SITE BY INSTALLING AND

MAINTAINING SILT FENCE, STRAW BALES, SEDIMENT BASINS, ETC.

AS SHOWN ON THIS PLAN. STRUCTURAL PRACTICES SHALL BE

USED TO CONTROL EROSION FROM ALL AREAS REMAINING

DISTURBED FOR MORE THAN 14 DAYS

2. THE CONTRACTOR SHALL CONTROL WASTES, GARBAGE, DEBRIS,

WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A

WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY

THE ACTION OF WINDS, STORM WATER RUNOFF, OR OTHER

FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES

AND UNUSED BUILDING MATERIAL, APPROPRIATE TO THE NATURE

OF THE WASTE OR MATERIAL IS REQUIRED. COMPLIANCE IS

REQUIRED WITH ALL STATE OR LOCAL REGULATIONS REGARDING

WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC SYSTEMS

3. PUBLIC OR PRIVATE ROADWAYS SHALL BE CLEARED OF

ACCUMULATED SEDIMENT, BULK CLEARING OF ACCUMULATED

SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH

WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT

OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION

4. ALL ON-SITE STORM DRAIN INLETS SHALL BE PROTECTED

AGAINST SEDIMENTATION WITH SILT FENCE, FILTER FABRIC, OR

EQUIVALENT BARRIERS AS SHOWN ON THESE PLANS

5. EXCEPT AS PREVENTED BY INCLEMENT WEATHER CONDITIONS

ALL DISTURBED AREAS TO REMAIN INACTIVE FOR MORE THAN 21

DAYS SHALL BE STABILIZED BY SEEDING, SODDING, MULCHING,

COVERING, OR BY OTHER EQUIVALENT EROSION CONTROL

MEASURES WITHIN SEVEN (7) DAYS. PERMANENT SOIL

STABILIZATION SHALL BE PROVIDED WITHIN 7 DAYS AFTER FINAL

GRADE IS ESTABLISHED

6. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL

DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL

MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE

INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL

EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE

PLANS AND SPECIFICATIONS INCLUDED HEREIN

7. DURING THE PERIOD OF CONSTRUCTION ACTIVITY, ALL SEDIMENT

BASINS AND OTHER EROSION CONTROL MEASURES SHALL BE

MAINTAINED BY THE CONTRACTOR. AT COMPLETION OF

CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE THE

TRANSFER OF MAINTENANCE RESPONSIBILITIES, IF REQUIRED,

WITH THE COR

8. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE

WITH THE FT. CAMPBELL INSTALLATION DESIGN GUIDE AND AS

OUTLINED BY THE KY/TN DISCHARGE ELIMINATION SYSTEM

GENERAL CONSTRUCTION PERMIT

9. POST-CONSTRUCTION STORM WATER MANAGEMENT: DISTURBED

AREAS SHALL HAVE ADEQUATE VEGETATION AND LANDSCAPING

TO FILTER POLLUTANTS AS MUCH AS PRACTICAL. LOCAL LAWS

REGARDING THE DISCHARGING OF OIL AND OTHER POLLUTANTS

INTO STORM SEWERS OR DRAINAGEWAYS SHALL APPLY

10. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED IN

ACCORDANCE WITH THE CONDITIONS OF APPLICABLE NPDES

PERMITS

11. ALL TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES

SHALL BE REMOVED AND DISPOSED OF WITHIN THIRTY (30) DAYS

AFTER FINAL STABILIZATION IS ACHIEVED OR AFTER THE

TEMPORARY PRACTICES ARE NO LONGER NEEDED. TRAPPED

SEDIMENT SHALL BE PERMANENTLY STABILIZED TO PREVENT

FURTHER EROSION.

12. THIS EROSION CONTROL PLAN MUST BE RETAINED ON-SITE AT

ALL TIMES DURING THE PERIOD OF CONSTRUCTION.

13. ALL EQUIPMENT SHALL UTILIZE THE HALL ROUTE SHOWN ON

SHEET C-002. SEE HAUL ROUTE MAP ON SHEET C-002 FOR

SPECIFIC STREETS AND ROUTING.

14. CONTRACTOR LAYDOWN AREA SHALL BE KEPT TO A MINIMUM.

WITHIN (30) DAYS OF PROJECT COMPLETION, THE CONTRACTOR

SHALL HAVE REMOVED ALL EQUIPMENT AND MATERIALS OFF SITE.

DISTURBED LAYDOWN AREA SHALL BE RESTORED WITH SOD. SOD

SHALL BE ROLLED WITH WATER ROLLER AND PROVIDED WITH AN

IRRIGATION SYSTEM UNTIL ESTABLISHED. SEE SOD DETAIL

01/CS500.

15. DUST CONTROL SHALL BE MANAGED THROUGHOUT THE PROJECT.

SEE DETAIL SHEET DC500 FOR DUST CONTROL PREVENTION.

BASEBALL FIELD

SOFTBALL FIELD

LEGEND

X X X

CONSTRUCTION LIMITS

TEMPORARY CONSTRUCTION

FENCING LIMITS

SILT FENCE

(SEE DETAIL 02/CS501)

INLET PROTECTION

(SEE DETAILS 01/CS502

AND 02/CS502)

CONSTRUCTION ENTRANCE

(SEE DETAIL 01/CS501)

N 60'0 30'

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

C H

D B

D O

U S

E D

D R

L U

G P

E, K Y

T, C

I, O H

-F

-0

N U

CERTIFIED FINAL SUBMITTAL

L, K Y

E A

C O

O N

D S

-1 0-

MATCHLINE

SHEET CG101

E M

C R

O N

-1 0-

D A

T E

M A

R K

D E

S C

T A

S U

B M

A L

-1

-2

C O

N O

-F

-0

N U

D R

B Y:

D B

H T

C H

D B

. M C

C O

N N

2Q R

Pl an s-

O E

26" Metal Transmission Pole

BFOC(B)

G (B)

G(B)

G (B)

BE(B)

E x

Ex Ex

BE(B)

GUY

G U

GUY

G U

W (B)

W(B)

BT(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BT(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

BFO

(B)

14" Pine

16" Pine

17" Pine 18" Pine

18" Pine

18" Pine 20" Pine

20" Pine

22" Pine

27" Pine

30" Pine

32" Pine

43" Pine

27" Pine Twin

22…

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