W912QR24B0013_CERTFinal_Plans -0001.pdf

PDF 24 MB Posted Aug 20, 2024

Attached to: Construction of Vehicle Maintenance Shop (VMS), Parking and Storage - Fort Campbell, KY
Solicitation number: W912QR24B0013
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Aug 20, 2024

This document appears to be a construction solicitation (W912QR24B0013) issued by the U.S. Army Corps of Engineers (USACE) Louisville District for the Design-Bid-Build Construction of a Vehicle Maintenance Shop, Parking, and Storage facility at Fort Campbell, Kentucky. The contract duration is estimated at 540 calendar days from the Notice to Proceed. This is a Firm-Fixed-Price construction contract under NAICS code 236220 Commercial and Institutional Building Construction. The acquisition will be a 100% Small Business Set-aside. Bids will be evaluated based on the lowest priced complete offer submitted, and the Government intends to award without discussions. The solicitation will be available electronically at the Contracting Opportunities website (SAM.gov), and offerors must have an active SAM registration to be eligible for award.

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Other files

File	Type	Posted
Bid Opening Results - W912QR24B0013.pdf	PDF	Sep 10, 2024
W912QR24B0013-0004.pdf	PDF	Sep 9, 2024
W912QR24B0013_CERTFinal_Plans -0003.pdf	PDF	Sep 6, 2024
W912QR24B0013-0003.pdf	PDF	Sep 6, 2024
W912QR24B0013_CERTFinal_Specs-0002.pdf	PDF	Sep 3, 2024
W912QR24B0013_CERTFinal_Plans -0002.pdf	PDF	Sep 3, 2024
W912QR24B0013_CERTFinal_Specs -0001.pdf	PDF	Aug 20, 2024
REDACTED_FINAL Utilities CLP JA_FTC VMS Parking Storage.pdf	PDF	Aug 9, 2024
W912QR24B0013_Corr_Final_SPECS-0000.pdf	PDF	Aug 8, 2024
W912QR24B0013_CorrFinal_PLANS-0000.pdf	PDF	Aug 8, 2024

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STEIN.JEFFREY.1232249877 Digitally signed by STEIN.JEFFREY.1232249877 Date: 2024.08.14 11:30:06 -04'00'

DIXON.KATHRYN.TEN

EYCK.1267610769

Digitally signed by DIXON.KATHRYN.TEN

EYCK.1267610769

Date: 2024.08.14 13:17:12 -04'00'

SMITH.PAUL.BARTOW N A.1186522490 Digitally signed by SMITH.PAUL.BARTOW N A.1186522490 Date: 2024.08.15 16:06:22 -04'00'

8/14/24

8/15/24

20 August 2024

W912QR24B0013-0001

2Q R

in al _P la ns

-0

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

2Q R

in al _P la ns

-0

SHEET LOGICMATERIALS

EARTH

DRAWING ABBREVIATIONS GENERAL NOTES

C (cont) ---------------------

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED, EXPANSION

EXT EXTERIOR, EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GEJ GUTTER EXPANSION JOINT

G (cont) ---------------------

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GWB GYPSUM WALL BOARD

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HC HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

JT JOINT

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LG LIGHT GAUGE

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTD MOUNTED

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

N (cont) ---------------------

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PREFIN PREFINISHED

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

S (cont) --------------------

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL SHEET METAL

FLASH (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS STAINLESS STEEL

SSMR STANDING SEAM METAL ROOF

ST STAIRS

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

STRUC STRUCTURAL

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

TH THICK

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TYP TYPICAL

U --------------------

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER

LABORATORIES

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER

SYSTEM

V --------------------

VAV VARIABLE AIR VOLUME/UNIT

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VTR VENT THRU ROOF

W --------------------

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

W/O WITHOUT

WWF WELDED WIRE FABRIC

X --------------------

XFMR TRANSFORMER

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH

DIDISABILITIES ACT

ADJ ADJACENT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER)

BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CFCI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE, CONTINUOUS

COORD COORDINATE

0 GRID/COLUMN

LINE DESIGNATOR

INTERIOR ELEVATION

SECTION

ROOM

NAME/NUMBER

REVISION TAG

PLAN, BLOW-UP

DETAIL

PLAN NORTH

NORTH ARROW

W/ TRUE NORTH

INDICATION

SPOT ELEVATION

Name Elevation REFERENCE

LEVEL

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

A-101

SIM

EXTERIOR ELEVATION

SHEET NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A-101

SYMBOLS

INTERIOR ELEVATION SYMBOL

EXTERIOR ELEVATION SYMBOL

SECTION SYMBOL

CALLOUT SYMBOL

ELEVATION SYMBOL

LEVEL SYMBOL

GENERAL SYMBOLS

Room name

150 SF

ROOM

NAME/NUMBER

W/ AREA

CENTERLINE

INDICATORView Name1

1/8" = 1'-0"

MATCHLINE INDICATOR

VIEW TITLE BAR AND SCALE

1 / A-101

1 / A-102

REFERENCE

SHEETS

SAND

CONCRETE/ PRECAST

CONCRETE

STONE

BRICK

CMU

PLYWOOD

RIGID INSULATION

BATT INSULATION

GYPSUM BOARD,

PLASTER

EIFS

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS

ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

A-101

SIM

A101

Ref

R ef

Ref

R ef

8 6 2 0 8 164

AE201

DISCIPLINE*:

G - GENERAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

F- FIRE PROTECTION

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

T- TELECOMMUNICATIONS

*ADDITIONAL DISCIPLINES MAY BE USED

IN THIS DRAWING SET.

DRAWING NAMING CONVENTION

SHEET ID

SHEET SEQUENCE NUMBER

SHEET TYPE DESIGNATOR

DISCIPLINE DESIGNATOR

C O

N O

B Y:

D Pl ot

D at e:

Fi le P at h:

US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

\R ev it

Pr oj ec ts

\B ra

(B l d g E1

B -

9 -

)\1

1_ W or ki ng \F

Y2 2_

P N M

B-

_ B

E1 6 5

O J_

.r v t

5/ 3/

2 0

A M

E D

- SO

N O

B Y:

E D

R E

R Y

C O

D E:

-0

SHEET ID

GI002

U .S

. A R

M Y

C O

O F

R S

R . M

N L

J R

P L.

E, K

T C

L, K

O P

N G

A N

D S

N O

S, A

O N

K D

N D

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

2Q R

in al _P la ns

-0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

R . M

N L

J R

P L.

E, K Y

- C

R Y

C O

D E:

T C

L, K

O P

- P

G A

N D

P2 :3

-0

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

FORT CAMPBELL

MILITARY BASE

NOT TO SCALE

MAYFIELD

PADUCAH

HOPKINSVILLE

BOWLING

GREEN

OWENSBORO

HENDERSON

LOCATION MAP

KENTUCKY

TENNESSEE SEE VICINITY

MAP THIS SHEET

PROPOSED

HAUL ROUTE FOR

FILL STOCKPILE

GATE No. 7

USACE RESIDENT OFFICE

BUILDING 3709

0900' 900'

SCALE: 1" = 1,800'

1,800'

NOTES:

LEGEND:

HAUL ROUTE

1.) U.S. ARMY CORPS OF ENGINEERS CONTACT INFORMATION:

RESIDENT OFFICE #1309, (270) 461-4070.

2.) ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE DISPOSED

OF AT THE WOODLAWN ROAD CONSTRUCTION AND DEMOLITION

LAND FILL ON THE INSTALLATION PER THE FORT CAMPBELL

TECHNICAL DESIGN GUIDE. COORDINATE DISPOSAL WITH USACE

CONTRACTING OFFICER.

3.) FILL MATERIAL STOCKPILED DURING CONSTRUCTION OF PREVIOUS

VMS PROJECT AWARD IS AVAILABLE FOR USE ON NORTHERN SITE

DEPICTED IN KEY PLAN 'A' SHEETS. SEE SHEET VF105 FOR

APPROXIMATE FILL VOLUME. CONTRACTOR SHALL FIELD VERIFY

VOLUME OF AVAILABLE FILL AFTER AWARD. IF NECESSARY,

ADDITIONAL FILL WILL BE NEEDED FROM OFFSITE LOCATION.

4.) HAUL ROUTE FOR ACCESS TO FILL STOCKPILE WILL INCLUDE

EXISTING ACCESS ROAD OFF OF NORTH PERIMETER ROAD.

CONTRACTOR SHALL EXTEND THIS ROAD FOR ACCESS TO FILL

STOCKPILE AND LEAVE IN PLACE FOR USE BY INSTALLATION AFTER

CONSTRUCTION.

5.) ALL CONSTRUCTION VEHICLES SHALL ENTER AND EXIT

THE INSTALLATION THROUGH ACCESS CONTROL GATE

No. 7. SEE SHEET VICINITY MAP.

HEDGE ROW

ROAD

GLIDER

ROAD

FORREST ROAD

SCREAMING EAGLE BLVD.

14TH ST.

PHYSICAL SECURITY

BUILDING 6931

MP STATION

BUILDING 6254

FIRE DEPARTMENT

BUILDING 4099

VICINITY MAP

PERIM

ETER ROAD

ANGELS ROAD

KET G

R O

MORGAN R

OAD

MORGAN ROAD

INDIANA AVE.

ICKHAM

AVE.

BASTO

E AVE.

TENNESSEE STATE LINE

KENTUCKY STATE LINE

O N

T H

N E

R O

GC101

R . R

C H

-F

R . R

N M

N D

Y M

FIRE DEPARTMENT

BUILDING 7160

EXISTING FILL

STOCKPILE AREA

N. PERIMETER

ROAD

PROJECT LOCATION

(PN 64296). VEHICLE

MAINTENANCE SHOP

SEE SHEET GC102

2Q R

in al _P la ns

-0

XX XX XX XX XX XX XX XXXXXX

XX XX XX

XX XX XX XX XX XX XX XX XX

WOOD

OTHER

6 INCH"OTHER

6 INCH"

OTHER

6 INCH"

OTHER

6 INCH"OTHER

6 INCH"

OTHER

6 INCH"

OTHER

6 INCH"

METAL

CHAIN LINK6'

WILLOW

6" - 8" MULTY"

MAPLE

6" - 8" MULTY"

MAPLE

6" - 12" MULTY"

MAPLE

6" - 12" MULTY"

G G

CHAIN LINK6'

OTHER

CHAIN LINK6'

TURN

WOOD

CHAIN LINK8'

CHAIN LINK

INFORMATION

STOP

SPEED

CHAIN LINK?CHAIN LINK

CHAIN LINK

STOP

INFORMATION

METAL

STOP

INFORMATION INFORMATION

CHAIN LINK

METAL

METAL METAL

METAL

METALMETALMETAL

METAL

METALMETAL

METAL

WOOD

CHAIN LINK

SPEED

METAL

WOOD

METAL

CHAIN LINK 6'

CHAIN LINK

MANUAL

METAL

CHAIN LINK

METAL

METAL METAL

METAL

CHAIN LINK6'

WOOD

CHAIN LINK6'

CHAIN LINK

CANTILEVER

CHAIN LINK 6'

CHAIN LINK

WOOD

CHAIN LINK

CHAIN LINK 6'

CHAIN LINK

SPEED

MANUAL

SDSDSDSDSDSD

CHAIN LINK

CHAIN LINK8'

CHAIN LINK8' CHAIN LINK

PEDISTRIAN

CHAIN LINK8'

CHAIN LINK 8'

OSAGE

18""

V =

1.0

V = 55

2.7

7 IN

V =

6.4

V =

7.5

V = 55

6.3

V =

6.6

1IN

V =

5.3

V =

6.4

V = 55

6.3

V =

2.4

V =

1.4

V =

1.2

7IN

V =

3.2

V = 55

5.9

V =

5.4

V =

6.8

V =

7.0

V = 55

6.5

V =

6.1

V =

7.8

V =

7.7

V =

6.2

V =

6.6

V =

6.5

V =

8.9

V =

3.4

V =

3.3

V =

0.8

V =

0.8

V =

8.3

V = 55

3.9

V =

4.6

V =

8.3

V = 54

6.8

V =

6.7

V =

5.5

V =

4.1

2 IN

V =

4.1

V = 53

3.9

V =

3.4

6IN

V =

3.3

V =

2.7

V =

4.4

V = 54

3.4

V =

2.7

V =

2.0

V =

2.4

V = 53 2.1

V = 53

2.0

V =

0.8

RIM

EL =

3.2

PHOTO: C

OL3

_IM

G06

3.J

RIM

EL =

5.9

PHOTO: C

OL3

_IM

G07

0.J

RIM

EL =

1.8

PHOTO: C

OL3

_IM

G08

1.J

Top of

Bell

RIM

EL =

1.4

PHOTO: C

OL3

_IM

G09 1.J

RIM

EL =

2.0

RIM

EL =

6.4

TYPE: B

ELL

RIM

EL =

2.5

TYPE: O

FFIC

NUMBER: 7

TYPE: A

MIN

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: O

THER

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: T

URN

TYPE: W

OODTYPE: W

OOD

PHOTO: C

OL3

_IM

G05

5.J

PHOTO: C

OL3

_IM

G05

5.J

PHOTO: C

OL3

_IM

G05

8.J

PHOTO: C

OL3

_IM

G05

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TYPE: C

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FORMATIO

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OUNT: 0

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OUNT: 0

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OUNT: 0

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OUNT: 0

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TYPE: O

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ETAL

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TOP

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FORMATIO

TYPE: C

MP 18

TYPE: M

ETAL

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ETAL

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FFIC

TYPE: O

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ETAL

TYPE: M

ETAL

TYPE: M

ETAL

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ETAL

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ETAL

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ETAL

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ETAL

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ETAL

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ETAL

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: M

ETAL

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ETAL

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ETAL

TYPE: M

ETAL

TYPE: W

OOD

TYPE: C

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SIZE: 6

TRANSFORMER C

OUNT: 0

TYPE: C

HAIN

SIZE: 6

TRANSFORMER C

OUNT: 0

TRANSFORMER C

OUNT: 0

TRANSFORMER C

OUNT: 0

TYPE: S

PEED

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: W

OOD

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 8

TYPE: C

HAIN

SIZE: 8

TYPE: C

HAIN

SIZE: 8

TYPE: A

MIN

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: M

ETALTYPE: M

ETAL

TYPE: M

ETAL

TYPE: G

ARAGE

NUMBER: 7

TYPE: M

ETAL

TYPE: M

ETALTYPE: M

ETAL

TYPE: W

OOD

TYPE: W

OOD

TYPE: W

OOD

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: W

OOD

TYPE: W

OOD

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: 1

8"C

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: W

OOD

TYPE: W

OOD

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: S

PEED

TYPE: C

ONC

TYPE: A

MIN

TYPE: A

MIN

TYPE: S

PEED

TYPE: A

MIN

UM TYPE: A

MIN

TYPE: A

MIN

TYPE: A

MIN

MARKIN

G: F

MARKIN

G: F

PHOTO: C

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9.J

MARKIN

G: F

PHOTO: C

OL5

_IM

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0.J

5 M

-E

PHOTO: C

OL5

_IM

G03

1.J

5 M

-E

TYPE: B

ARRACKS

NUMBER: 7

SIZE: 6

8" M

ULT

TYPE: W

ILL

SIZE: 6

8" M

ULT

TYPE: M

APLE

SIZE: 6

" M

ULT

TYPE: M

APLE

TYPE: B

ARRACKS

NUMBER: 7

SIZE: 6

" M

ULT

TYPE: M

APLE

TYPE: B

ARRACKS

NUMBER: 7

PHOTO: C

OL5

_IM

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2.J

RR TIES

TYPE: C

HAIN

SIZE: 8

TYPE: C

HAIN

SIZE: 8

TYPE: C

HAIN

SIZE: 8

TYPE: C

HAIN

SIZE: 8

SIZE: 4

' X

TYPE: P

EDISTRIAN

TYPE: C

HAIN

SIZE: 8

TYPE: C

HAIN

SIZE: 8

SIZE: 1

TYPE: O

SAGE

PHOTO: C

OL5

_IM

G03

3.J

6' X 16

CANTILE

VER

GATE

CHAIN LINK ?

PUMP STATIO

" C

FROM PUMP STATIO

V =

7.6

MANUAL G

ATE

MANUAL G

ATE

PHOTO: C

OL3

_IM

G05

4.J

Top of

Bell

2.8

STORM M

H F20

RIM

EL =

2.4

STORM M

H F20

RIM

EL =

2.7

STORM M

H F60

RIM

EL =

0.4

STORM M

H F20

RIM

EL =

0.9

PHOTO: C

OL3

_IM

G08

8.J

Top of

Bell

2.3

STORM M

H F19

RIM

EL =

1.9

TYPE: B

ELL

Top of

Bell

2.1

STORM M

H F19

RIM

EL =

1.5

STORM M

H F40

RIM

EL =

0.9

PHOTO: C

OL3

_IM

G07

3.J

PHOTO: C

OL3

_IM

G07

8.J

PHOTO: C

OL3

_IM

G07

3.J

PHOTO: C

OL3

_IM

G07

5.J

PHOTO: C

OL3

_IM

G05

6.J

PHOTO: C

OL3

_IM

G08

2.J

PHOTO: C

OL3

_IM

G08

4.J

PHOTO: C

OL3

_IM

G08

6.J

STORM M

H F40

RIM

EL =

1.8

CP1C

N 85

.37

E 15

4.1

ELE

V 55

8.3

CP2

N 85

.91

E 15

2.7

ELE

V 55

7.7

CP3

N 85

.18

E 15

7.4

ELE

V 55

8.4

CP4

N 85

.30

E 15

3.9

ELE

V 55

9.8

CP5

N 85

.41

E 15

4.0

ELE

V 55

9.8

CP6

N 85

.51

E 15

8.9

ELE

V 55

9.8

CP10

N 85

.30

E 15

2.4

ELE

V 55

2.0

CP11

N 85

.52

E 15

8.1

ELE

V 55

2.8

GRAVEL BORDER GRAVEL BORDER GRAVEL BORDER GRAVEL BORDER

CONCRETE PARKIN

MOTOR POOL

CTRIC

SUB-S

TATIO

ASPHALT

ARKIN

ASPHALT

ARKIN

ASPHALT

ARKIN

LIG

HTNIN

SUPPRESSIO

LIG

HTNIN

SUPPRESSIO

LIG

HTNIN

SUPPRESSIO

GRAVEL ROAD

R U

CHINOOK AVE CHINOOK AVE CHINOOK AVE

RIM

= 5

.46

RIM

= 5

.72

RIM

= 5

.52

RIM

= 5

.18

RIM

= 5

.24

RIM

= 5

.88

V= 5

.45

V= 5

.40

SAN SAN SAN SAN SAN SANS

PT AREA

IE= 5

.19

IE= 5

.17

IE= 5

.02

IE= 5

.22

IE= 5

.97

IE= 5

.02

IE= 5

.03

' IE= 5

.75

IE= 5

.08

IE= 5

.21

IE= 5

.95

IE= 5

.13

IE= 5

.19

WOOD

8' CHAIN LINK

WOOD

MANUAL GATE

WOOD

8' CHAIN LINK

8' C H

AIN

LIN

WOOD

Res tric ted

METAL

Res tric ted

WOOD

METAL

WOOD

WOOD WOODWOOD

WOOD

6' C H

AIN

LIN

METAL

WOOD

6' CHAIN LINKCom m W itn es s p os t

6' CHAIN LINK

6' C

N L

G G

6' C H

AIN

LIN

6' CHAIN LINK

G G

ATE

WOODWOOD

WOOD

8' C

N L

6' CHAIN LINK

6' C

N L

6' CHAIN LINK

SWING

8' CHAIN LINK

72" R

" R

C P

72" R

" R

C P

" R

C P

72" RCP 72" RCP 72" RCP 72" RCP

72" RCP

" R

66" RCP

" R

C P

X X

CONTROL P

OIN

POIN

T N

UMBER

NORTHIN

EASTIN

ELE

VATIO

DESCRIPTIO

9.1

1.6

7.7

5/8 " R

EBAR

0.5

9.2

4.9

5/8 " R

EBAR

7.8

6.2

4.2

5/8 " R

EBAR

ELE

SDSD

ELEC

ELECELEC

ELEC

G G

C O

Asp ha lt

Grav el

Elec tric

Sub sta tio n

Rim

3.7

Inv ert

= 5

.8'

Rim

3.1

Inv ert

= 5

.7'

Rim

3.8

Inv ert

9.1

PED

" R

C P

555 55

E =

6.0

E =

6.3

E =

7.4

E =

5.3

E =

5.7

E =

3.3

E = 55 3.8

E = 55 3.6

E =

4.5

E =

4.5

E =

7.4

E =

6.6

E =

5.6

Gras s Gras s

Gras s

Ap ac he T ra il

" R

C P

18" RCP

" R

C P

" R

C P

Hea dw all

Elec tric

Tran sfo rm er

EXISTIN

G SUBSTATIO

CONTROL B

UILD

FC41

N 85

.56

E 15

4.3

ELE

V 55

8.0

N 85

.69

E 15

6.7

ELE

V 55

2.9

D4 N 85

.35

E 15

5.6

ELE

V 55

6.4

C O

M COM

COM

C O

M C

O M

C O

M C

O M

ELEC

ELE

ELEC

SD SD SD

MICROGRID

PROJECT

(BY OTHERS)

PN 86351

FACILITY

NUMBER

71006

FACILITY

NUMBER

71007

W W W W W W W W W W

G G G G G G

GGGGGG

G G

G GG

G G

ELEC

ELEC ELEC ELEC ELEC ELEC ELEC ELEC

ELEC

ELECELEC

SAN

SAN SAN SAN SAN

SAN

W W W

W W

W W W W W W W W W W W

W W W

W W

W W W

W W W W

W W W W W

W W

W W W W W W

W W

W W WW WW W

W W

SAN

COM COM COM COM COM COM COM

C O

M C

O M

N: 851666.48 E: 1531051.49

N: 851478.33 E: 1530886.26

N: 851724.84 E: 1531211.09

N: 851625.40 E: 1531124.55

N: 851703.02 E: 1531236.04

N: 851535.67 E: 1531045.07

N: 851535.01 E: 1531045.82

N: 851444.09 E: 1530966.06

N: 851400.50 E: 1531011.32

N: 851334.62 E: 1530947.88

N: 851332.93 E: 1530949.38

N: 851331.60 E: 1530947.87 N: 851288.96

E: 1530974.38 N: 851308.54 E: 1530967.88

N: 851289.63 E: 1530982.96

N: 851277.40 E: 1531020.17

N: 851148.84 E: 1531106.04

N: 851162.96 E: 1531120.08

N: 851177.03 E: 1531120.07

N: 851100.04 E: 1531154.73

N: 851118.30 E: 1531173.04

N: 851118.29 E: 1531187.18

N: 850988.62 E: 1531316.48

N: 851334.33 E: 1531649.41

N: 851718.27 E: 1531250.73

N: 851626.05 E: 1531123.79

N: 851355.61 E: 1530968.10

N: 851394.57 E: 1530927.65

N: 851387.36 E: 1530920.72

N: 851348.41 E: 1530961.16

N: 851321.55 E: 1530956.72

N: 851312.68 E: 1530913.88

N: 851296.97 E: 1530898.14

N: 851286.36 E: 1530908.73

N: 851298.90 E: 1530921.31

N: 851304.16 E: 1530996.84

N: 851286.24 E: 1531016.43

N: 849690.39 E: 1530595.02N: 849734.37

E: 1530551.22

N: 849861.39 E: 1530678.75

N: 849838.02 E: 1530743.24

N: 849878.45 E: 1530702.96

N: 849871.96 E: 1530696.45

N: 850010.13 E: 1530558.84

N: 850010.18 E: 1530530.55

N: 850391.05 E: 1530912.93

N: 850366.86 E: 1530916.99

N: 850336.41 E: 1530979.88N: 850354.41

E: 1530988.60

N: 849135.35 E: 1530851.46

N: 849276.53 E: 1530993.12

N: 849792.41 E: 1530479.29

N: 849464.73 E: 1530523.39

SCALE: 1" = 150'

150' 300'0'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

R . M

N L

J R

P L.

E, K Y

- C

R Y

C O

D E:

T C

L, K

O P

- P

G A

N D

P2 :3

-0

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

1.) SEE SHEET GC104 FOR CIVIL LEGEND AND GENERAL NOTES.

2.) CONTRACTOR SHALL KEEP WORK SITE CLEAN AND FREE

FROM DEBRIS.

NOTES:

GC102

R . R

C H

-F

R . R

C O

R U

O N

2Q R

in al _P la ns

-0

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

R . M

N L

J R

P L.

E, K Y

- C

R Y

C O

D E:

T C

L, K

O P

- P

G A

N D

P2 :3

-0

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

STRUCTURES

BITUMINOUS PAVEMENT

CONCRETE PAVEMENT

GRAVEL PAVEMENT

CONCRETE WALK

CHAIN LINK FENCING

CONTOUR ELEVATION

MANHOLE

STORM DRAINAGE INLET

STORM DRAINAGE LINE

SANITARY SEWER LINE

WATER LINE

VALVE

POST INDICATOR VALVE

FIRE HYDRANT

UNDERGROUND GAS LINE

TREE

B-41 SOIL BORING

ABBREVIATIONS

A/C

EXISTING FACILITIES LEGENDPROPOSED WORK LEGEND

DOUBLE DETECTOR CHECK VALVE VAULT

GAS

REDUCER

FINISHED GRADE SLOPE

WATER MAIN PLUG

SPOT ELEVATION

BOLLARD

OIL/WATER SEPARATOR

SANITARY CLEANOUT

VALVE FOR POL PARKING AREA

SANITARY SEWER MANHOLES

XXX.XX

2.00%

ATFP S/O ANTI TERRORISM FORCE

PROTECTION STANDOFF

BC BEGINNING OF CURVE

BIO BIO RETENTION AREA

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICE

BOC BACK OF CURB

BNHQ BATTALION HEADQUARTERS

BS BOTTOM OF STAIRS

BREAK LN STORM WATER BREAK LINE

BREAK PT STORM WATER BREAK POINT

BTM BOTTOM

CGS CURB, GUTTER, SIDEWALK

CMP CORRUGATED METAL PIPE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPT CONE PENETRATION TEST

DEG DEGREE

DFAC DINING FACILITY

DIP DUCTILE IRON PIPE

DPW DIRECTORATE OF PUBLIC WORKS

E EASTING

EC END OF CURVE

ECB EROSION CONTROL BLANKET

ELEV ELEVATION

EP EDGE OF PAVEMENT

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT ASSEMBLY

FL FLOW LINE ELEVATION

FP FINISHED PAD

GAS NATURAL GAS

H/C HANDICAP

HP HIGH POINT

INV INVERT ELEVATION

LF LINEAR FEET

LP LOW POINT

ME MATCH EXISTING

MEP MECHANICAL, ELECTRICAL, AND PLUMBING

MH MANHOLE

MP MULTI-PURPOSE POND

N NORTHING

NIC NOT IN CONTRACT

NTP NOTICE TO PROCEED

PI POINT OF INTERSECTION

POB POINT OF BEGINNING

POC POINT ON CURVE

POE POINT OF ENDING

PVC POLYVINYL CHLORIDE PIPE

PVMT PAVEMENT

RCP REINFORCED CONCRETE PIPE

RNEC REGIONAL NETWORK ENTERPRISE CENTER

RR RAILROAD

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

SS SANITARY SEWER

STD STANDARD

STR STORM STRUCTURE

ATFP S/O

LIMITS OF CONSTRUCTION

TREE LINE

MATCHLINE

GRADE BREAK/POND BOTTOM

LIGHT POLE (SEE ELECTRICAL PLANS)

TRANSFORMER (SEE ELECTRICAL PLANS

BY OTHERS)

NUMBER OF PARKING SPACES IN ROW

AIR CONDITIONER

BOLLARD

CATCH BASIN

COMMUNICATION WITNESS POST

DROP INLET

ELECTRIC PULL BOX

ELECTRIC TRANSFORMER

FIRE HYDRANT

GAS VALVE

GREASETRAP

GUY WIRE

LIGHT POLE

MANHOLE - COMMUNICATIONS

MANHOLE - ELECTRIC

MANHOLE - SANITARY

MANHOLE - STORM DRAIN

MONITORING WELL

POWER POLE

SEWER CLEANOUT

SIGN POST

SURVEY CONTROL POINT

TELEPHONE PEDESTAL

MONITORING WELLMW

PERFORATED PVC UNDERDRAIN

TC TOP OF CONCRETE

TEMF TACTICAL EQUIPMENT MAINTENANCE FACILITY

TOC TOP OF CURB

TP TOP OF PAVEMENT

TS TOP OF STAIRS

TW TOP OF WALK

W WATER LINE

WF WASTE FUEL

WO WASTE OIL

WC WASTE COOLANT

XSECT CROSS SECTION

WATER METER

WATER VALVE

WETLANDS

STORM DRAINAGE LINE

SANITARY SEWER LINE

WATER LINE

UNDERGROUND GAS LINE

OVERHEAD CABLE

UNDERGROUND ELECTRIC

UNDERGROUND FIBER COMMUNICATION

CHAIN LINK FENCING

CONTOUR ELEVATION

PAVEMENT REMOVAL OR CLEARING

AND GRUBBING AS LABELED ON PLANS

UTILITY OR FENCE REMOVAL AS

LABELED ON PLANS

TREE OR STRUCTURE REMOVAL AS

LABELED ON PLANS

REMOVAL LEGEND

225 COM

ELEC

CATV

SAN

GC103

R . R

C H

-F

R . R

D A

N D

O N

2Q R

in al _P la ns

-0

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

R . M

N L

J R

P L.

E, K Y

- C

R Y

C O

D E:

T C

L, K

O P

- P

G A

N D

P2 :3

-0

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

SGRADING AND STORM DRAINAGE NOTES:

TEMPORARY FENCING:

LAYOUT NOTES:

DEMOLITION NOTES:

LANDSCAPING NOTES:

UTILITY NOTES:

SOIL BORING NOTES:

1. A TEMPORARY 6' HIGH CHAIN LINK FENCE SHALL BE INSTALLED AROUND THE

CONTRACTOR'S LAYDOWN AREA AND THE ENTIRE TEMF SITE WHILE UNDER

CONSTRUCTION. SEE SPECIFICATION 01 50 00 FOR FENCING DETAILS.

1. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB, FACE OF BUILDING,

AND EDGE OF PAVEMENT UNLESS INDICATED OTHERWISE.

2. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF TRAFFIC CONTROL

MEASURES REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT WITH

THE CONTRACTING OFFICER. TRAFFIC CONTROL DEVICES SHALL BE IN

ACCORDANCE WITH CURRENT VERSIONS OF THE KENTUCKY TRANSPORTATION

CABINET (KYTC) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD).

CONTRACTOR STAGING AREA:

1. STAGING AREA SHALL BE WITHIN THE SHOWN LIMITS OF

CONSTRUCTION.

1. TOPSOIL SHALL BE STRIPPED FROM THE SITE AND STOCKPILED. TOPSOIL

SHALL BE SPREAD AND COMPACTED 4 INCHES THICK ON AREAS IDENTIFIED

TO BE GRASSED.

2. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING

ANY LAND DISTURBING ACTIVITIES OR REMOVALS.

3. REMOVAL ITEMS ARE SHOWN ON CD SHEETS. PAVEMENTS TO BE REMOVED

SHALL BE SAW CUT ALONG THE EDGE OF REMOVAL TO PROVIDE A SMOOTH

TIE IN OF NEW PAVEMENT. PROPOSED PAVEMENT DEPTH SHALL MATCH

EXISTING PAVEMENT.

4. TREE PROTECTION SHOWN ON EROSION CONTROL SHEETS SHALL BE

INSTALLED BEFORE CONSTRUCTION BEGINS AND REMOVED WHEN

CONSTRUCTION IS COMPLETED.

5. TREES OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED

BY CONSTRUCTION EQUIPMENT. THE CONTRACTOR IS NOT TO REMOVE ANY

TREES LARGER THAN 4 INCHES DBH (DIAMETER AT BREAST HEIGHT), OTHER

THAN THOSE SHOWN FOR REMOVAL ON THE PLANS.

6. TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE

INSTALLATION OF UTILITIES SHALL BE COORDINATED WITH THE CONTRACTING

OFFICER.

7. EXCAVATION FOR THE REMOVAL OF UNDERGROUND UTILITIES SHALL BE

COMPLETE. BACKFILL OF THE EXCAVATED AREAS SHALL BE AS SPECIFIED IN

SPECIFICATION SECTION 31 00 00.00 06 EARTHWORK.

8. ALL LINES IDENTIFIED TO BE ABANDONED IN PLACE SHALL BE PLUGGED

AND CAPPED UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL LINES

THAT ARE PARTIALLY REMOVED SHALL BE CAPPED ON THE ACTIVE SIDE.

9. SIDEWALKS, CURB AND GUTTER, CONCRETE PAVEMENT, AND ASPHALT

PAVEMENT TO BE REMOVED FOR UTILITY INSTALLATIONS SHALL BE

REPLACED WITH NEW MATERIAL MATCHING THE EXISTING REMOVED.

10. EXISTING TRAFFIC SIGNS LOCATED WITHIN THE CONSTRUCTION LIMITS

SHALL BE REMOVED, STORED, AND RE-INSTALLED AS INDICATED ON THE PLANS.

11. EXISTING SURVEY CONTROLS WITHIN THE CONSTRUCTION LIMITS SHALL BE

RELOCATED PER CONTRACTING OFFICER'S DIRECTIONS.

12. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER ALL UTILITY

TIE INS THAT MAY BE OUTSIDE OF CONSTRUCTION LIMITS.

13. CONTRACTOR TO ENSURE FORT CAMPBELL DPW ENVIRONMENTAL DIVISION

HAS REVIEWED AND APPROVED ALL OIL / WATER SEPARATORS AND MONITORING

WELL MODIFICATIONS.

14. ADDITIONAL WATER, SANITARY SEWER, STORM LINES, AND THEIR ASSOCIATED

COMPONENTS MAY BE ENCOUNTERED THAT ARE NOT SHOWN ON THE DRAWINGS.

THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER AND

JACOBS ENGINEERING GROUP (JACOBS) TO DETERMINE IF SUCH ITEMS ARE TO BE

KEPT IN SERVICE, CUT AND CAPPED, DEMOLISHED, OR ADJUSTED TO AVOID

INTERFERING WITH OTHER PROJECT FEATURES.

15. ADDITIONAL CONCRETE STRUCTURES, ASPHALT, REBAR, REFUSE, TRASH,

CREOSOTE TIMBERS, ETC., MAY BE FOUND THAT ARE NOT SHOWN ON THE

DRAWINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE

ADDITIONAL MATERIALS IN ACCORDANCE WITH FEDERAL, STATE, LOCAL,

AND INSTALLATION LAWS, RULES, AND REGULATIONS .

1. ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND AREA

IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS OPERATIONS SHALL

BE CONTINUALLY AND EFFECTIVELY DRAINED DURING ALL PHASES OF

CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE DEWATERING AS

REQUIRED SO THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED IN THE

DRY. ALL FOOTING EXCAVATIONS SHALL REMAIN DRY AND FIRM UNTIL THE

FOOTINGS ARE IN PLACE AND BACKFILLED. DEWATERING OF ANY SURFACE

WATER, GROUNDWATER, AND/OR ANY PERCHED WATER WHICH MIGHT BE

ENCOUNTERED DURING EXCAVATIONS SHALL BE ACCOMPLISHED BY ANY

ACCEPTABLE MEANS AS APPROVED BY THE CONTRACTING OFFICER.

2. ALL STORM DRAINAGE PIPES 15 INCHES OR GREATER SHALL HAVE THEIR

JOINTS WRAPPED WITH FILTER FABRIC. FILTER FABRIC SHALL EXTEND 12

INCHES PAST THE JOINT. FILTER FABRIC SHALL HAVE AN OVERLAP OF 18

INCHES.

3. ALL EXISTING MANHOLES, SHALL BE RAISED OR LOWERED TO MATCH THE

PROPOSED FINISHED GRADES AS INDICATED ON THE PLANS.

4. ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 3 HORIZONTAL TO

1 VERTICAL UNLESS OTHERWISE NOTED ON THE DRAWINGS.

5. SEE EROSION CONTROL SHEETS AND GRASSING SPECIFICATION FOR

PERMANENT GRASSING OF SLOPES 3 HORIZONTAL TO 1 VERTICAL OR STEEPER.

6. THE CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH

UTILITIES INSTALLATION.

7. THE CONTRACTOR SHALL GROUT SEAL LOCATIONS WHERE NEW STORM

DRAINAGE PIPES TIE IN TO EXISTING STORM DRAINAGE STRUCTURES.

8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY AND

MECHANICAL LINES WITHIN 5' OF THE BUILDING TO PREVENT INTERFERENCE.

9. THE CONTRACTOR SHALL VERIFY ALL EXISTING SOIL MATERIAL ONSITE MEETS

THE EARTHWORK SPECIFICATION 31 00 00.00 06 IN ORDER TO BE USED AS FILL

THROUGHOUT THE PROJECT SITE.

1. SANITARY SEWER LINES SHALL BE PVC WITH A MINIMUM SDR 26.

2. CONTRACTOR TO VERIFY SIZE, DEPTH, LOCATION, AND MATERIAL OF

EXISTING UTILITIES PRIOR TO ORDERING MATERIALS.

3. THE WATER AND SANITARY SEWER SYSTEMS AT FORT CAMPBELL ARE

PRIVATIZED. JACOBS IS THE PRIVATIZATION CONTRACTOR AND OPERATOR

UP TO AND INCLUDING A POINT OF DEMARCATION NOT CLOSER THAN 5

FEET FROM THE EXTERIOR OF THE BUILDING.

4. IF CONTRACTOR SELECTED IS NOT JACOBS, THEY SHALL BE RESPONSIBLE

FOR COORDINATING WITH JACOBS TO OBTAIN ALL WATER AND SEWER

PERMITS REQUIRED BY THE COMMONWEALTH OF KENTUCKY AND ALL

APPLICABLE FEES. CONTRACTOR SHALL SUBMIT THE FORT CAMPBELL

APPLICATION FOR WATER/WASTEWATER UTILITIES TO JACOBS NO LATER

THAN 60 DAYS PRIOR TO CONSTRUCTION.

5. FOR STANDARD SANITARY MANHOLE FRAME AND COVER DETAILS,

EXTERIOR CLEANOUT FRAME AND COVER DETAILS, AND OIL/SEPARATOR

DETAIL SEE SHEETS CU501 TO CU503.

6. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES TO REMAIN IN PLACE.

7. SEPARATION BETWEEN UTILITIES SHALL BE IN ACCORDANCE WITH THE

COMMONWEALTH OF KENTUCKY STANDARDS.

8. NATURAL GAS SERVICE LINE AND METER SHALL BE DESIGNED AND

CONSTRUCTED BY THE CITY OF CLARKSVILLE GAS & WATER. CONTRACTOR

SHALL COORDINATE WITH THE CITY.

9. UTILITY CONTACT INFORMATION:

WATER AND SANITARY SEWER

JACOBS ENGINEERING GROUP

NAME: CHRIS SEMLER

NUMBER: 931-980-7223

EMAIL: CHRIS.SEMLER@JACOBS.COM

NATURAL GAS

CITY OF CLARKSVILLE GAS & WATER

NAME: MARK RIGGINS

NUMBER: 931-645-7400

EMAIL: GASANDWATER@CITYOFCLARKSVILLE.COM

ELECTRIC

CITY LIGHT & POWER, INC.

NAME: TRISTAN BROWN

NUMBER: 270-698-8968

EMAIL: TCB@CLPINC.COM

TELECOMMUNICATIONS

REGIONAL NETWORK ENTERPRISE CENTER

NAME: BOBBI HARTNUP

NUMBER: 270-798-2525

EMAIL: BOBBI.HARTNUP.CIV@MAIL.MIL

1. SEE GEOTECHNICAL REPORT FROM USACE DATED SEPTEMBER 2018 FOR SOIL

BORING LOCATIONS AND LABORATORY ANALYSIS RESULTS. ALL B-SERIES SHEETS

ARE FOR REFERENCE ONLY.

1. ALL DISTURBED SITE AREAS SHALL BE SEEDED IN ACCORDANCE WITH

SPECIFICATION 32 92 19 SEEDING AND THE FT. CAMPBELL SEEDING SPECIFICATIONS.

2. ALL TOPSOIL SHALL BE RETAINED AND REUSED IN PLANTING HOLES AFTER

DIGGING HAS BEEN COMPLETED. USE ANY EXCESS SOIL FROM AROUND THE

PLANTING PIT AS WELL TO FORM A SAUCER 2" TO 4" HIGH AROUND THE PLANT.

SAUCERS SHALL BE THE SAME DIAMETER OR SLIGHTLY LARGER THAN THE

ROOT BALL.

3. MULCHING SHALL BE COMPLETED WITHIN 48 HOURS AFTER PLANTING OF

NEW PLANT MATERIAL. MULCH SHALL BE SPREAD TO A DEPTH OF 3 INCHES

FOR INDIVIDUALLY PLANTED TREES AND SHRUBS, AND SHOULD COVER THE

ENTIRE SAUCER AREA OF EACH PLANT.

4. ALL PLANTS SHALL BE "WATERED IN" BY FLOODING THE BACKFILLED HOLE

WITHIN THE SAME WORKING DAY UPON WHICH THEY WERE PLANTED. DURING

AND IMMEDIATELY AFTER WATERING, ALL PLANTS SHALL BE ADJUSTED AS

NECESSARY TO INSURE CORRECT DEPTH OF PLANTING, VERTICAL ALIGNMENT

AND / OR TO COMPENSATE FOR SETTLING. SOIL SHALL BE FIRMED AROUND

EACH PLANT AS FINAL ADJUSTMENTS ARE MADE.

5. PLANTS SHALL BE SET PLUMB AND HELD IN POSITION UNTIL SUFFICIENT SOIL

HAS BEEN FIRMLY PLACED AROUND THE ROOTS OR BALL. PLANTS SHALL BE

SET AT GROUND LEVEL OR NO MORE THAN 2" ABOVE THE EXISTING GRADE.

THIS IS TO ENSURE ADEQUATE RECEPTION OF OXYGEN AND MOISTURE TO

THE ROOTS OF THE PLANT.

6. CLEAR, REMOVE AND DISPOSE OF BRUSH, SNAGS AND RUBBISH WITHIN 60

INCHES OF THE PLANTING HOLE. GRADE THE AREA TO MEET THE EXISTING

LANDSCAPE UNLESS PLANTING ON A SLOPE.

7. PLANT ALL NEW PLANT MATERIAL AT ORIGINAL FIELD GROWN LEVEL. TAMP

SOIL MIX BELOW ROOT BALL.

8. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES SHOULD BE SLOPED

(NOT COMPACTED) AND A MINIMUM OF 18 INCHES TO 24 INCHES WIDER THAN

THE DIAMETER OF THE ROOT BALL. TREES WILL BE INSTALLED SUCH THAT

THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING

HOLE. TREES SHALL ALSO BE INSTALLED 3 INCHES TO 5 INCHES ABOVE ON

SITES CONTAINING CLAY.

9. PROVIDE TREES WITH ROOTS THAT ARE NON-INVASIVE TO UNDERGRADE

GROUND UTILITIES AND DRAINAGE STRUCTURES. CONTRACTOR SHALL VERIFY.

10. REFERENCE GRADING AND DRAINAGE AND UTILITIES AS NEEDED.

11. GRAVEL CLEAR ZONE SHALL CONSIST OF 24 INCHES KY 57 STONE OVER

WEED CONTROL FABRIC. PROVIDE FABRIC IN ACCORDANCE WITH

SPECIFICATION 32 93 00 EXTERIOR PLANTS, PARA 2.6.

GC104

R . R

C H

-F

R . R

2Q R

in al _P la ns

-0

OTHER

6 INCH"OTHER

6 INCH"

OTHER

6 INCH"

OTHER

6 INCH"OTHER

6 INCH"

OTHER

6 INCH"

OTHER

6 INCH"

WILLOW

6" - 8" MULTY"

MAPLE

6" - 8" MULTY"

MAPLE

6" - 12" MULTY"

MAPLE

6" - 12" MULTY"

G G

OTHER

TURN

INFORMATION

STOP

SPEED

STOP

INFORMATION

STOP

INFORMATION INFORMATION

SPEED

OSAGE

18""

V =

0.8

RIM

EL =

3.2

PHOTO: C

OL3

_IM

G06

3.J

RIM

EL =

5.9

PHOTO: C

OL3

_IM

G07

0.J

RIM

EL =

1.8

PHOTO: C

OL3

_IM

G08

1.J

Top of

Bell

RIM

EL =

1.4

PHOTO: C

OL3

_IM

G09 1.J

RIM

EL =

2.0

RIM

EL =

6.4

TYPE: O

THER

TYPE: T

URN

PHOTO: C

OL3

_IM

G05

8.J

PHOTO: C

OL3

_IM

G05

9.J

TYPE: IN

FORMATIO

TYPE: S

TOP

TRANSFORMER C

OUNT: 0

TRANSFORMER C

OUNT: 0

TYPE: S

TOP

TYPE: S

PEED

TRANSFORMER C

OUNT: 0

TRANSFORMER C

OUNT: 0

TRANSFORMER C

OUNT: 0

TYPE: S

TOP

TYPE: IN

FORMATIO

PHOTO: C

OL3

_IM

G08

9.J

SIZE: 6

TYPE: O

THER

PHOTO: C

OL3

_IM

G09

0.J

SIZE: 6

TYPE: O

THER

PHOTO: C

OL3

_IM

G09

0.J

SIZE: 6

TYPE: O

THER

PHOTO: C

OL3

_IM

G09

0.J

SIZE: 6

TYPE: O

THER

SIZE: 6

TYPE: O

THER

SIZE: 6

TYPE: O

THER

SIZE: 6

TYPE: O

THER

TYPE: S

TOP

TYPE: IN

FORMATIO

TRANSFORMER C

OUNT: 0

TRANSFORMER C

OUNT: 0

TRANSFORMER C

OUNT: 0

TRANSFORMER C

OUNT: 0

TYPE: S

PEED

TYPE: W

OOD

TYPE: W

OOD

TYPE: W

OOD

TYPE: S

PEED

TYPE: C

ONC

TYPE: S

PEED

MARKIN

G: F

MARKIN

G: F

PHOTO: C

OL5

_IM

G02

9.J

MARKIN

G: F

PHOTO: C

OL5

_IM

G03

0.J

5 M

-E

PHOTO: C

OL5

_IM

G03

1.J

5 M

-E

SIZE: 6

8" M

ULT

TYPE: W

ILL

SIZE: 6

8" M

ULT

TYPE: M

APLE

SIZE: 6

" M

ULT

TYPE: M

APLE

SIZE: 6

" M

ULT

TYPE: M

APLE

PHOTO: C

OL5

_IM

G03

2.J

RR TIES

SIZE: 1

TYPE: O

SAGE

PHOTO: C

OL5

_IM

G03

3.J

PHOTO: C

OL3

_IM

G05

4.J

Top of

Bell

2.8

STORM M

H F20

RIM

EL =

2.4

STORM M

H F20

RIM

EL =

2.7

STORM M

H F20

RIM

EL =

0.9

PHOTO: C

OL3

_IM

G08

8.J

Top of

Bell

2.3

STORM M

H F19

RIM

EL =

1.9

STORM M

H F19

RIM

EL =

1.5

PHOTO: C

OL3

_IM

G07

3.J

PHOTO: C

OL3

_IM

G07

8.J

PHOTO: C

OL3

_IM

G07

3.J

PHOTO: C

OL3

_IM

G07

5.J

PHOTO: C

OL3

_IM

G05

6.J

PHOTO: C

OL3

_IM

G08

2.J

PHOTO: C

OL3

_IM

G08

4.J

PHOTO: C

OL3

_IM

G08

6.J

CP1C

N 85

.37

E 15

4.1

ELE

V 55

8.3

CP2

N 85

.91

E 15

2.7

ELE

V 55

7.7

CP3

N 85

.18

E 15

7.4

ELE

V 55

8.4

CP4

N 85

.30

E 15

3.9

ELE

V 55

9.8

CP5

N 85

.41

E 15

4.0

ELE

V 55

9.8

CP6

N 85

.51

E 15

8.9

ELE

V 55

9.8

CP10

N 85

.30

E 15

2.4

ELE

V 55

2.0

CP11

N 85

.52

E 15

8.1

ELE

V 55

2.8

CTRIC

SUB-S

TATIO

LIG

HTNIN

SUPPRESSIO

LIG

HTNIN

SUPPRESSIO

LIG

HTNIN

SUPPRESSIO

GRAVEL ROAD

R U

CHINOOK AVE CHINOOK AVE CHINOOK AVE

RIM

= 5

.46

RIM

= 5

.72

RIM

= 5

.52

RIM

= 5

.18

'SAN SAN SAN SAN SAN SANS

IE= 5

.19

IE= 5

.17

IE= 5

.02

IE= 5

.22

IE= 5

.97

IE= 5

.02

IE= 5

.03

' IE= 5

.75

IE= 5

.08

IE= 5

.21

IE= 5

.95

IE= 5

.13

IE= 5

.19

WOOD

Com m W itn es s p os t

X X

ELE

SDSD

ELEC

ELECELEC

ELEC

G G

C O

Asp ha lt

Grav el

Elec tric

Sub sta tio n

Rim

3.7

Inv ert

= 5

.8'

Rim

3.1

Inv ert

= 5

.7'

Rim

3.8

Inv ert

9.1

PED

" R

C P

555 55

E =

6.0

E =

6.3

E =

7.4

E =

5.3

E =

5.7

E =

3.3

E =

3.8

E = 55 3.6

E =

4.5

E =

4.5

E =

7.4

E =

6.6

E =

5.6

Gras s Gras s

Gras s

Ap ac he T ra il

" R

C P

18" RCP

" R

C P

" R

C P

Hea dw all

Elec tric

Tran sfo rm er

EXISTIN

G SUBSTATIO

CONTROL B

UILD

FC41

N 85

.56

E 15

4.3

ELE

V 55

8.0

N 85

.69

E 15

6.7

ELE

V 55

2.9

D4 N 85

.35

E 15

5.6

ELE

V 55

6.4

C O

M COM

COM

C O

M C

O M

C O

M C

O M

ELEC

ELE

ELEC

SD SD SD

MICROGRID

PROJECT

(BY OTHERS)

PN 86351

FACILITY

NUMBER

71006

FACILITY

NUMBER

71007

W W W W W W W W W W

G G G G G G

GGGGGG

G G

G GG

G G

ELEC

ELEC ELEC ELEC ELEC ELEC ELEC ELEC

ELEC

ELECELEC

SAN

SAN SAN SAN SAN

SAN

W W W

W W

W W W W W W W W W W W

W W W

W W

W W W

W W W W

W W W W W

W W

W W W W W W

W W

W W WW WW W

W W

SAN

COM COM COM COM COM COM COM

C O

M C

O M

XX XX XX XX XX XX XX XXXXXX

XX XX XX

XX XX XX XX XX XX XX XX XX

CP: D4

CP: TARAWA-2017

CP: 97FC41

CP: LEATHERNECK

E E

WATER VAULT

WITH VALV

ND O

F LI

NE)?

FIR

E H

YDRANT

GASLIN

MARKER

POST

W W

24" TREE (4)

36" TREE

GRAVEL PARKING

GRAVEL ROAD

MONITORING WELL,

CONTRACTOR SHALL

PROTECT IN PLACE

MONITORING WELLS,

CONTRACTOR SHALL

PROTECT IN PLACE

CP: TEMF 1

CP: TEMF 2

W W W W W

W W

W G G

W W

SD SD

SAN

G G G

W W W W

W W

SD SD SD SD SD

W W

CO CO

CO<

CO CO

COCO

CO CO CO

COCOCOCOCOCO

COCO

CO CO

COCOCOCO

CO COCO

CO CO CO CO

CO CO

CO CO CO CO

SSAN

<CO

COCO

G SDSD

W W W

SCALE: 1" = 150'

150' 300'0'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

R . M

N L

J R

P L.

E, K Y

- C

R Y

C O

D E:

T C

L, K

O P

- P

G A

N D

P2 :3

-0

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

KEY MAP

NOTES:

1.) THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE

FIELD SURVEYS OF ABOVE GROUND FEATURES. THE SURVEYOR

DOES NOT GUARANTEE THAT ALL UNDERGROUND STRUCTURES

SUCH AS UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON,

EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER

DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN

ARE IN THE EXACT LOCATION INDICATED, IF MARKED BY OTHERS. NO

EXCAVATIONS WERE MADE DURING THIS SURVEY TO LOCATE ANY

BURIED UTILITIES OR STRUCTURES. UNDERGROUND UTILITIES

SHOWN ARE APPROXIMATE LOCATIONS AND ARE BASED ON ABOVE

GROUND FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS, AND

BASE UTILITY PLANS.

2.) LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED

BY CONTACTING THE KY UTILITIES PROTECTION CALL CENTER 811 (IN

KENTUCKY).

3.) NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR TO THE

FOLLOWING: 100 YEAR FLOOD LIMITS, WETLANDS UNDERGROUND

STORAGE FACILITIES, GRAVES, CEMETERIES, BURIAL GROUNDS, OR

HAZARDOUS WASTE.

4.) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES NOT GRID

DISTANCES IN U.S. SURVEY FEET

5.) ONE FOOT CONTOUR INTERVALS SHOWN.

6.) ONLY TREES GREATER THAN 8" DBH WERE SURVEYED.

7.) SEE SHEET GC103 & GC104 FOR NOTES AND LEGEND.

8.) CONTROL POINTS SHOWN IN PLANS SHALL BE USED FOR

CONSTRUCTION LAYOUT.

9.) RNEC PROVIDED UNDERGROUND TELECOM FIBER LOCATIONS VIA

GIS ON 7/18/19.

10.) CLP PROVIDED UNDERGROUND ELECTRICAL LOCATIONS VIA GIS ON

7/23/19.

11.) UTILITY LOCATIONS, ROADS, TOPOGRAPHY OUTSIDE OF THE LIMITS

OF CONSTRUCTION WERE PULLED FROM FORT CAMPBELL GIS DATED

4/20/18. CONTRACTOR SHALL VERIFY SIZE, DEPTH, LOCATION, AND

MATERIAL OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS

FOR PROPOSED WORK.

PROJECT: FTC_TEMF (VEHICLE MAINTENANCE SHOP P2# 322298)

SUPPLEMENTAL DATA TO MERGE WITH THE JANUARY 2017 TOPO.

LOCATION: FORT CAMPBELL, KENTUCKY

REQUESTED BY: JAMES G. CRUZ, ERNEST (TONY) A. COX, JR, HENRY

MELENDEZ-MARRERO, AND BILL FIRISIN

PARTY CHIEF: CODY DELLINGER - CLAYTON BAYLOR, TRAVIS McKIM (MARCH

2020) AND LUKAS EVANS (MAY 2024)

DATE OF SURVEY: DECEMBER 2017 - DECEMBER 2018, MARCH 2020 FOR

ADDITIONAL SURVEY, MAY 2024 FOR ADDITIONAL SURVEY

CONTOUR INTERVAL: 1 FT

HORIZONTAL DATUM: NAD 1983 TN SPCS 4100

VERTICAL DATUM: NAVD 1988

SOURCE OF UTILITIES: VISIBLE FEATURES AND STAKED UNDERGROUND WATER

FILENAME: FTC_TEMF.DGN, FTC_TEMF.DTM, 511685 FINAL STATIC FORT

CAMPBELL TEMF - FY24.DGN

FIELD BOOK NUMBER: 14763 PAGE 40 - 14727 PAGE 023 (MARCH 2020), 14780 PAGE 51-52

(MARCH 2024)

PROJECT SUMMARY REPORT

CONTROL POINTS

NORTHING EASTING ELEVATION

D1 (ON B AVENUE) 851344.783 1532684.571 556.80

D4 850601.345 1531915.624 556.51

TARAWA-2017 851241.925 1531137.565 559.06

97FC41 850913.557 1530434.333 558.08

LEATHERNECK 850349.729 1530256.808 552.96

TEMF 1 851752.18 1531241.96 558.38

TEMF 2 851360.73 1530958.10 559.03

R U

CHINOOK AVE.

K R

E R

H E

EXISTING TEMF SITE

VF101

R . R

C H

-F

R . R

N G

C O

N D

2Q R

in al _P la ns

-0

METAL

CHAIN LINK6'

CHAIN LINK

MANUAL

METAL

CHAIN LINK

METAL

MANUAL

V =

6.3

V =

6.6

1IN

V =

5.3

V =

6.2

V =

6.6

V =

6.5

V =

8.9

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: C

HAIN

SIZE: 6

TYPE: C

HAIN

SIZE: 6

TYPE: W

OODTYPE: W

OOD

PHOTO: C

OL3

_IM

G06

7.J

TYPE: C

MP 18

TRANSFORMER C

OUNT: 0

X X

TYPE: C

HAIN

SIZE: 8

TYPE: C

HAIN

SIZE: 8

TYPE: C

HAIN

SIZE: 8

TYPE: A

MIN

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: M

ETAL

TYPE: M

ETALTYPE: M

ETAL

TYPE: M

ETAL

TYPE: G

ARAGE

NUMBER: 7

TYPE: M

ETAL

TYPE: M

ETALTYPE: M

ETAL

TYPE: W

OOD

TYPE: W

OOD

TYPE: W

OOD

" C

MANUAL G

ATE

MANUAL G

ATE

GRAVEL BORDER GRAVEL BORDER

R U

V= 5

.45

8' CHAIN LINKMANUAL GATE8' CHAIN LINK

WOOD

X X

COM

C O

M C

O M

COM

C O

COM

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

ELEC

ELE

ELEC

ELEC ELEC

ELEC

W W

55755 7 55

8 558

559559

9 559559

558 55

E E

R U

P R

U N

8' CHAINLINK FENCE W/ BARBED WIRE 8' CHAINLINK FENCE W/ BARBED WIRE

W W

V EL.

5.7

V EL.

5.7

INV EL. 555.59

INV EL. 555.34

V EL.

5.8

V EL.

6.4

PEDESTRIAN

CB 20

SQUARE

RIM

EL.

6.5

. 5

18" CMP

" C

M P

TEMF1

N. 8

,75 2.1

E. 1 ,53

1,2

.96

ELE

V. 5

.38

5/8 " R

EBAR W

/YELL

OW C

CONCRETE

OLL

ARD

. 5

MH 51

RIM

EL.

9.0

TBM1

ELE

V. 5

.25

SET C

HISLE

D SQUARE

ON C

ONC R

ET W

ALL

6" PVC

MH 54

RIM

EL.

6.5

24" TREE (4)

36" TREE

GRAVEL PARKING

GRAVEL ROAD

E MH 20170

RIM EL. 560.09

MH 20152

RIM EL. 560.06

TBM2

ELEV. 560.03

SET CHISLED SQUARE

ON CONC PAD

TEMF2

N. 851,360.73

E. 1,530,958.10

ELEV. 559.03

5/8" REBAR W/YELLOW CAP

CONC.

PAD

CONC.

PAD

LIMITS OF CONSTRUCTION

SCALE: 1" = 30'

30' 60'0'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

R . M

N L

J R

P L.

E, K Y

- C

R Y

C O

D E:

T C

L, K

O P

- P

G A

N D

P2 :3

-0

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

KEY MAP

VF102

R . R

C H

-F

R . R

G C

O N

S 'A

2Q R

in al _P la ns

-0

G G

STOP

INFORMA

TION

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

V =

2.4

V =

1.4

V =

5.5

V =

3.4

6IN

V =

3.3

V =

2.7

V =

4.4

V =

3.4

V =

2.7

PHOTO: C

OL3

_IM

G08

1.J

Top of

Bell

RIM

EL =

1.4

PHOTO: C

OL3

_IM

G09

1.J

RIM

EL =

2.0

PHOTO: C

OL3

_IM

G07

9.J

PHOTO: C

OL3

_IM

G08

0.J

PHOTO: C

OL3

_IM

G08

5.J

TYPE: M

ETAL

TYPE: S

TOP

TYPE: IN

FORMATIO

PHOTO: C

OL3

_IM

G08

9.J

TYPE: 4

PHOTO: C

OL3

_IM

G09

3.J

TYPE: S

PEED

TYPE: A

MIN

UM TYPE: A

MIN

TYPE: A

MIN

MOUNT: S

URFACE

STORM M

H F60

RIM

EL =

0.4

STORM M

H F20

RIM

EL =

0.9

PHOTO: C

OL3

_IM

G08

8.J

Top of

Bell

2.3

STORM M

H F19

RIM

EL =

1.9

PHOTO: C

OL3

_IM

G07

3.J

PHOTO: C

OL3

_IM

G07

8.J

PHOTO: C

OL3

_IM

G07

3.J

CHINOOK AVE

RIM

= 5

.46

RIM

= 5

.88

SAN SAN SAN SAN SAN

CB S

IE= 5

.19

IE= 5

.17

72" RCP 72" RCP 72" RCP

72" RCP

" R

66" RCP

W W

MARKIN

G: F

MARKIN

G: F

MARKIN

G: F

MARKIN

G: F

MARKIN

G: F

MARKIN

G: F

MARKIN

G: F

MARKIN

G: F

MARKIN

G: F

MARKIN

G: F

MARKIN

G: F

MARKIN

G: F

W WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

ELECELECELECELEC ELECELECELECELECELECELEC ELECELECELECELECELEC ELECELECELECELECELEC ELECELECELEC

SAN

W W

COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM

W W W W W W W W W W W W W W

552 55

551 551 551

552 552 552

553 553

553 55

554554

XX XX

XX XX XX XX XX XX XXXXXXXXXXXXXXXXXXXXXX

W W W

W W

W W W

SD SD SD SD SD SD SD SD SD

W W

SD SD SD SD SD SD

W W W W W W W W W W W

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD

W W

W W W

COCO

CO CO

COCOCO

CO COCO

CO CO

W W

W W W W W W

LIMITS OF CONSTRUCTION

UNDERDRAIN (TYP.)

STORM DRAINAGE

INLET (TYP.)

WATER LINE CAPPED

IN VAULT FOR FUTURE

CONNECTION

DOUBLE SWING GATE

30.0' WIDE

BOTTOM OF

BIO-RETENTION

AREA

TOP OF

BIO-RETENTION

AREA

PEDESTRIAN GATE

DUMPSTER

ENCLOSURE

SECURE FENCE (TYP.)

FIRE HYDRANT

(TYP.)

CLEANOUT (TYP.)

SCALE: 1" = 30'

30' 60'0'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

R . M

N L

J R

P L.

E, K Y

- C

R Y

C O

D E:

T C

L, K

O P

- P

G A

N D

P2 :3

-0

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

KEY MAP

VF103

R . R

C H

-F

R . R

G C

O N

S 'B

2Q R

in al _P la ns

-0

8 XX

XX XX XX XX XX XX XX XX XX XX XX XX XX XX

XX XX XX XX XX XX XX

W W

SD SD SD SD SD

LIMITS OF CONSTRUCTION

TOP OF

BIO-RETENTION

AREA

BOTTOM OF

BIO-RETENTION

AREA

UNDERDRAIN (TYP.)

STORM DRAINAGE

INLET (TYP.)

CLEANOUT (TYP.)

SCALE: 1" = 30'

30' 60'0'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

R . M

N L

J R

P L.

E, K Y

- C

R Y

C O

D E:

T C

L, K

E…

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File details come from the government source that posted it. Updated Aug 20, 2024.